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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-23 (10) s /7}r Professional Service Industries,Inc. Information 6032 N.Cutler Circle,Suite 480 �-r Portland,OR 97217 To Build Phone:e 176269 i5 /rr O � �. el�LWLbIG On Phone:(503)289-1778 l .0 Engineering.• Consulting • Testing Fax (503)289-1916 Steel Observation Re port Report No: SIF:0654137-53/1 p Issue No: 1 These lest results apply only to Ire speolic locations and malenals rota and may Client: WAL-MART.STORES, INC. CC: _ no,represent any other locations or elevations.This repon may not be reproduced, 2001 S E 10TH ST BLAKE JOHNSON, DAVID except in lull,wmnm written permission by Professional Service ltduslnes.Inc.It a non-compliance appears on this report. ID Me extent that the reported non- MAIL STOP 5570 NICHOLS, ERIC EVENSON, compliance impans the provent the resolution is onside the PSI scope of BENTONVILLE, AR 72716-5570 KATYRYN JERKOVICH,ROBERT en°auemenl. CASTILE,WILSON HU Dir Project: WM 4178-00 SPRINGFIELD OR TO SPRINGFIELD, OR Approved Signatory: Deborah Priest(Special Protect Manager) Date of Issue: 5/27/2013 General Details Date: 5/23/2013 Technician: Glenn Meek General Contractor: SD Deacon Subcontractor: Haps Masonry Weather: Cloudy Location(s)/Item(s): NA Type(s) of Observation Performed & General Checklist MI Special Inspection ❑AWSOC1/ASNT VT D At Completion 0 In Progress 0 Post-Corrpletion` MI New Inspection ❑Re-Inspection is Continuous ❑ Periodic ❑Other Structural Welding Structural Bolting Steel Erection Post-Installed Anchors Open Web Steel Joist Inspection El Shop ❑ Field ❑Pretension ❑Shear Brg ❑ Shop ❑ Field MI Chemical❑ Mechanical ❑ Shop Field Weld Process Bolts Specified Joint Details ICBO Report No. x Joist Girder Seat Connections Electrode Turn-of-Nut Erection Dwgs Anchor Type x Joist Seat Connections Weld Profiles(s) Cal,Wrench Inspection Rpts Adhesive Type x Horiz.Bridging Connections Welder Cert(s) Tension Control Mark No.s Hole Diameter x X-Bridging Connections Weld Prcdr(s) Snug Tight Anchor Bolts Embed Depth x Wind Brace Connections Mill Cert(s) Hardened Washers Columns Manuf.Instruct's x Bottom Girder Braces Prep 8 Fit-Up Tighten Sequence Beams Clean&Dry x RTU Joist Reinforcement Preheat Temp Faying Surfaces Metal Deck/Studs Adequate Adhes. x ❑UT ❑ MT❑ RT ❑PT Skidmore Tests X-Bracing Torqued/Tight Box Definitions:X=Attached;Cain Compliance;NA=Not Applicable;NC=Nonconformance(see below). 'Describe Limitations Below or Contact Bldg Dept. Detailed Observations, Materials, Workmanship & Procedure Descriptions Referenced Details/Drawings: Per Farwest approved plans and manufactures specifications. 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 El Not Applicable l Unapproved Drawings/Plans/Materials ❑NCR Issued ❑Non-Compliance❑Requires Engineers Acceptance(RFI) ❑Reinspection Required Standby Time: Inspector: Glenn Meek ID Number: 5071538-49 Remarks Inspected the installation of#5 x 42" dowels at the following locations, 5 each verticals at grid line G at 1.4-1.6, 1 each at G at 1.4 and G at 1.6 at 1st coarse, 1 each at G at 1.4, G at 1.6 at 6th coarse and 1 each at G at 1.4 and Gat 1.6 at 10th coarse. Verified hooks to be 3/4'x6"in size and were brushed and blown free of loose debris. Hilti Hy 150 max SD ICC ESR 3013, Expiration date 2/2014 epoxy was used. ©2000-2012 oESTLab by SpectraoEST.com Page 1 of 1