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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-0000-0 <br /> N OVA p P steel Reports 1 <br /> Report Date: 11/16/208 <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(11.1 Riverside Avenue) Nestle Waters North America Zephyrhills <br /> Phone:813.623:3100 Jacksonville,FL 32232 Expansion <br /> Fax:813.623.3546 4330 20th St. <br /> Zephy falls,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 /> I <br /> UNRESOLVED DISCREPANCIES <br /> 1) Install joist.bridging and attach to panel at line A-A.5/3-4 <br /> 2) Install correct size bolts and tighten at line 4/A.5 <br /> 3) Install.stiffener at,8x8 joist seat per RFl at.line 3/A-A:5; <br /> 4) .. Install tilt=up panel to.panel connectiion:per C1%S-531 and <br /> B3/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 reoulred.by Seclon 3,•5,8L 6 of AWS 61.1. Yes No <br /> Are-contract documents outlining specific job requirements in place?.(6.11.2.1) 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 Specificationsin place?(6.3.1) Yes - <br /> Are all Welder.Certifcation.Records current and in place?.(6;5.7) Yes <br /> Does welding equipment comply with requirements?.(6.3.2), Yes <br /> Joint preparation.acid fit-up was observed at suitable iritervals..(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 beiino.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 /> I <br /> Date: 07/19l2018 Prepared by: Lafon, Barry j <br /> l <br /> No observations,tests,inspections or approvals by,NOVA shall relieve the Contractor from.his obligation to perform the Work iri strict <br /> conformity with the.Contract Documents.NOVA:s inspections and/or tests reporteii 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,acid any use of said information shall be at their sole risk. <br /> STATEMENTS IN THIS FIELD REPORTARE SUBJECT TO NOVA'S PRINCIPAL REVIEW Page 4 of 6 <br />
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