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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-22 (9) �m±� D Professional Service Industries,Inc. fa"➢'L O Information 6032 N.Cutter Circle,Suite 480 )�'('�,/-��j Portland,OR 97217 Si:P �Q To Build On Phone.(503)289-1778 1 2- 70 Engineering • Consulting • Testing Fax(503)289-1918 Steel Observation Report Report No: SIF:0654137-68/1 Issue No: 1 Client: WAL-MART STORES, INC. CC: These lest results apply only to the specific locations are materials paled and may : MI represent any other erasers or elevations.This report may rot be regMucee, 2001 S E 10TH ST BLAKE JOHNSON, DAVID except in lull.vethom wnnen permission by Professional Service Indusmes,MC.II a MAIL STOP 5570 NICHOLS, ERIC EVENSON, Campdancea appears on this repo n.resolution mn i m idel me rSI sco non pa a Ice arps ms oml�. the 1. Io th is outside me PSI nee of BENTONVILLE, AR 72716-5570 KATYRYN JERKOVICH, ROBERT enpapemem CASTILE,WILSON HU Project: WM 4178-00 SPRINGFIELD OR TO _ 2 .-AP' SPRINGFIELD, OR Approved Signatory: Deborah Priest(Special Project Manager) Date of Issue: 5/27/2013 General Details Date: 5/22/2013 Technician: Bob McAllister General Contractor: NA Subcontractor: Valley Fab Weather: 50,degrees F, Rain Location(s)/Item(s): Valley Fab, Brooks, OR Type(s) of Observation Performed & General Checklist ❑ Special Inspection p AWSQCI/ASNT VT ❑At Completion ❑ In Rogress ❑ Post-Completion* ❑ New Inspection ❑Re-Inspection ❑Continuous ❑ Periodic 0 Other Structural Welding Structural Bolting Steel Erection Post-Installed Anchors Open Web Steel Joist Inspection to Shop ❑ Field ❑Pretension ❑ Shear Brg ❑ Shop ❑ Field li Chemical CI Mechanical ❑ Shop ❑ Field Weld Process x Bolts Specified Joint Details ICBO Report No: Joist Girder Seat Connections Electrode x Turn-of-Nut Erection Dwgs Anchor Type Joist Seat Connections Weld Profiles(s) x Cal,Wrench Inspection Rpts Adhesive Type Horiz.Bridging Connections Welder Cert(s) Tension Control Mark No.s Hole Diameter X-Bridging Connections Weld Prcdr(s) Snug Tight Anchor Bolts Embed Depth Wind Brace Connections Mill Cert(s) Hardened Washers Columns Manuf.Instructs Bottom Girder Braces Prep&Fit-Up Tighten Sequence Beams Clean&Dry RTU Joist Reinforcement Preheat Temp Paying Surfaces Metal Deck/Studs Adequate Adhes. ❑ UT ❑Mr❑ RT ❑PT Skidmore Tests X-Bracing Torqued/Tight Box Definitions:X=Attached;IC=ln Compliance;NA=Not Applicable;NC=Nonconformance(see below). 'Describe Limitations Below or Contact Bldg Dept. Detailed Observations, Materials, Workmanship & Procedure Descriptions Referenced Details/Drawings: Drawing: 02, 04, 05, 07 Non-Conformance#: Parties Notified: ❑ General Contractor ❑Subcontractor ❑Architect ❑ Engineer ❑Owner ❑Other: To the best of my knowledge,the work inspected above was in accordance with the building de artment approved design drawings,specifications and applicable workmanship provisions of the International Building Code: El Except As Noted ❑Not Applicable lCI Unapproved Drawings/Plans/Materials ❑NCR Issued ❑Non-Compliance❑ Requires Engineers Acceptance(RFI) ❑Reinspection Required Standby Time: Inspector: Bob Mcallister ID Number: 08010681 Remarks Arrived on site as requested. All welding to be inspected was 3/16"and 1/2"fillet welds. All welds were done upon arrival. Inspected a combination of 17-HSS, on CC and on members. Part#'s 4A,4B, 5J,4C,4D,4E, 4F,4G, 4H,4J, 5L and 2D. 9- 1/2"PL with 1/4" PL part #2 and 2J. Also inspected 6 door frames, all welds are done with Excel-ARC71 .045 wire and 100%CO2 gas. To the best of PSI inspectors knowledge all welds are to AWS D1.1 standards. All welds pass visual inspection. • • ©2000-2012 QESTLab by SpectraQEST.com Page 1 of 1