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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-22 (2) Information Professional Service Industries,Inc. �r 6032 N.Cutter Circle.Suite 480 �/+/�.��u Portland,OR 97217 ' IJ ��D .To Build On Phone'(503)289-1778 Siz - 237 Engineering • Consulting • Testing Fax(503)289-1918 Steel Observation Report Report No: SIF:0654137-52/1 Issue No: 1 Client: WAL-MART STORES, INC. CC: These test results apply only to the speonc locations and matenats noted and may not represent any other locations or eievafwns.This moon may riot be reproduced. 2001 S E 10TH ST BLAKE JOHNSON,DAVID except in full,volhout writlen permission by Professional Service Industnes,Inc.II a norboompiance appears on this report, to the extent that the reported rata MAIL STOP 5570 NICHOLS, ERIC EVENSON, compliance impacts the roject. the resolution is omsae the Psi smue of BENTONVILLE, AR 72716-5570 KATYRYN JERKOVICH, ROBERT °a ` °eme" CASTILE,WILSON HU Project: WM 4178-00 SPRINGFIELD OR TO 'Z SPRINGFIELD, OR Approved Signatory: Deborah Priest(Special Project Manager) Dale of Issue: 5/27/2013 General Details Date: 5/22/2013 Technician: Glenn Meek General Contractor: SD Deacon Subcontractor: Haps Masonry • Weather: Cloudy Location(s)/Item(s): NA Type(s) of Observation Performed & General Checklist ril Special Inspection ❑AWSQC1/ASNT VT ❑At Completion MI In Progress 0 Post-Completion` 'J New Inspection 0 Re-Inspection 2 Continuous ❑ Periodic ❑Other Structural Welding Structural Bolting Steel Erection Post-Installed Anchors Open Web Steel Joist Inspection ❑ Shop ❑ Field ❑Pretension ❑ Shear Brg ❑ Shop ❑ Field In Chemical❑ Mechanical ❑ Shop 0 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 Ced(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.Instructs x Bottom Girder Braces Prep&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;IC=In 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 drawings dated 4/22/13 Non-Conformance#: Parties Notified: ❑General Contractor ❑Subcontractor ❑Nchitect ❑Engineer ❑Owner ❑Other: To the best of my knowledge,the work inspected above was in accordance with the building de anment approved design drawings.specifications and applicable workmanship provisions of the International Building Code: ❑Except As Noted Di Not Applicable iJ 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" horizontal reinforcing into the existing 8"cmu wall at the following locations, 1 each at grid line 5, 1 each at grid line 5.2, 1 each at grid 5.4 at B, 1 each at grid line B at 5.5, 1 each at grid line 5.6 and 1 each at grid line B at 5.9 at the 16th course. Verified holes to be 3/4"x6" and were brushed and blown free of loose debris. Hilti Hlt 150 max ICC ESR 1967 adn ICC ESR 2262, expiration date 2/2014, epoxy was used. ©2000-2012 OESTLab by SpectraOEST.com Page 1 of 1