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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-11 r-��� L7 Professional Service Industries,Inc. L/ti D Information 6032 N.Cutter Circle,Suite 480 Portland,OR 97217 [U5'i *ToBuildOn DDB No 176269 sip ���o Phone:(503)289-1778 . Engineering • Consulting • Testing Fax:(503)289-1918 Steel Observation Report •Report No: SIF:0 6 541 3 7-1 0 911 Issue No: 1 Client: WAL-MART STORES, INC. CC: not These test resalts apply only to the speorc location and matenals noted are may represent any other locations or elevato y ns.This report ma not be reproduced. 2001 S E 10TH ST BLAKE JOHNSON, BOB except in tall,waoom written permission by Pmmessonal Service Industries.Inc.It non-compliance appears on cos report, to the extent that the reported ex MAIL STOP 5570 GARRISON,CAITLIN NUGENT, compliance ;meaos the inject the resolution is outside the PSI scope el DALE RUSSELL, ERIC EVENSON, engagement BENTONVILLE, AR 72716-5570 e KATYRYN JERKOVICH, ROBERT r2--Lt CASTILE,WILSON HU, YONG HO Project: WM 4178-00 SPRINGFIELD OR TO SPRINGFIELD, OR Approved Signatory: Deborah Priest(Special Project Manager) Dale of Issue: b/18/2U13 General Details Date: 6/11/2013 Technician: Glenn Meek General Contractor: SD Deacon Subcontractor: Dynasty Weather: Overcast Location(s)/Item(s): NA . Type(s) of Observation Performed & General Checklist p Special Inspection ❑AWSOCl/ASNT VT ❑At Corrpletion El In Progress ❑ Post-Corrpletion* Fl New Inspection ❑Re-Inspection p 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 0 Chemical ❑ Mechanical ❑ Shop ❑ Field Weld Process Bolls 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&Fit-Up Tighten Sequence Beams Clean&Dry x RTU Joist Reinforcement Preheat Temp Faying Surfaces Metal Deck/Studs Adequate Adhes. x El UT ❑ MT❑ RT ❑PT Skidmore Tests X-Bracing Torqued/Tight Box Definitions:X=Attached;IC=1n 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 8/S2, 17/SP2 Non-Conformance#: Parties Notified: ❑General Contractor ❑Subcontractor ❑Architect ❑ Engineer ❑Owner ❑ Other: To the hest 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 unapproved Drawings/Plans/Materials ❑NCR Issued ❑Non-Compliance❑Requires Engineers Acceptance(RFI) ❑Reinspection Required Standby Time: . Inspector: Glenn Meek ID Number: Remarks Inspected the installation of 45 each #4x12"vertical dowels at the truck ramp curb at grid line A.4 at 2.65 to 4.8. Verified holes to be 5/8"x4" in size and was brushed and blown free of loose debris. Hilti Hit Hy 150 max 500 ESR 1967/2262 expiration date of 10/2013 was epoxy used. 02000-2012 OESTLab by SpectraOEST com Page 1 of 1