The URL can be used to link to this page

Home My WebLink AboutMiscellaneous Field Test & Inspection Report 2013-6-17 (2) Information Professional Service Industries.Inc. �1 r C• 1 O 6032 N.Cutter Circle,Suite 480 J �L'l�L77,.1 ) Portland,OR 97217 (( .J /.✓ O COB No. 176269 ff�� l.,}L To Build On Phone:(503)289-1778 S /Z• 7 D Engineering •• Consulting •• Testing Fax:(503)289-1918 Steel Observation Re port Report No: SIF:0 6 541 3 7-1 2 712 P Issue No: 1 Client: WAL-MART STORES, INC. CC: These test resorts apply only to the specific locations and matenals noted a,may not represent any other locations or elevation.This,epos may cot be reproduced, 2001 S E 10TH ST BLAKE JOHNSON, BOB except in full,%.+them amen permission by Pmtessional Service tiaustnes.Inc.If noncompliance appears on this report, to the extent that the replied non. MAIL STOP 5570 GARRISON,CAITLIN NUGENT, compliance impacts the protect, the resolution is outside the PSI scope of BENTONVILLE, AR 72716-5570 DALE RUSSELL, ERIC EVENSON, eneanement. CASTILE,WILSON U,YON ROBERT _ � • CASTILE,WILSON HU,YONG HO Project: WM 4178-00 SPRINGFIELD OR TO SPRINGFIELD, OR Approved Signatory: Deborah Priest ISpecal Project Managed Date of Issue: 6/15/2013 General Details Date: 6/17/2013 Technician: Glenn Meek General Contractor: SD Deacon Subcontractor: Made Of Steel Weather: Clear Location(s)/Item(s): NA Type(s) of Observation Performed & General Checklist 12 Special Inspection ❑AWSOCI/ASNT VT ❑At Completion IN In Progress ❑ Post-Completion' rj New Inspection 0 Re-Inspection ❑Continuous ❑ Periodic 0 Other Structural Welding Structural Bolting Steel Erection Post-Installed Anchors Open Web Steel Joist Inspection ❑ Shop ❑ Field ❑Pretension ❑ Shear Brg ❑ Shop ❑ Field 151 Chemical❑ Mechanical ❑ Shop it Field Weld Process Bolts Specified Joint Details 1000 Report No: x Joist Girder Seat Connections Electrode Turn-of-Nut • Erection Dwgs Anchor Type x Joist Seal 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&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:!Grin Compliance;NA=Not Applicable:NC=Nonconformance(see below), 'Describe Limitations Below or Contact Bldg Dept. Detailed Observations, Materials, Workmanship & Procedure Descriptions Referenced Details/Drawings: 10/S6.1, 11/2/12 Non-Conformance 1$: • 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: ❑ Except As Noted ❑Not Applicable 0 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 3/4"-9"all thread bolts at the following:4 each at A at 2.6 and 18 each at ledger at grid line B at 2.6-3.5 and 5 each at ledger grid line B-A.7 at 2.6. Verified holes to be 2/8"x 6" in size and were brushed and blown free of loose debris. Hilti Hit Hy 70, ICC-ESR 3342, expiration date of 02/2014 epoxy was used. ©2000-2012 OESTLab by SpectraQEST coot Page 1 of I