HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-17 (3) 0 Professional Service Industries.Inc.
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t - Report No: SIF:06 541 37-1 2 7/1
Steel Observation Report
Issue No: 1
Client: WAL-MART STORES, INC. CC: These lest results apply only to the specific locations and materials noted and may
not represent any other locations or eievatwns.This report may not be reproduced.
2001 S E 10TH ST BLAKE JOHNSON, BOB except in lull.vatsout woolen permission by Professional service Industries.Inc.II a
nonoomphance appears on this report. to the extern that the reposed non-
MAIL STOP 5570 GARRISON,CAITLIN NUGENT, compliance impacts the project, the resolution is masse one PSI scope of
BENTONVILLE, AR 72716-5570 DALE RUSSELL, ERIC EVENSON, •eeme"'
CASTRYNJILSON U,YON ROBERT
CASTILE,WILSON HU,YONG HO
Project: WM 4178-00 SPRINGFIELD OR TO
SPRINGFIELD, OR Approved Signatory: Deborah Priest(Special Project Manager)
Date of Issue: b/1b/ZU1'
General Details
Date: 6/17/2013 Technician: Glenn Meek
General Contractor: SD Deacon Subcontractor: Haps Masonry
Weather: Clear
Location(s)/Item(s): NA
Type(s) of Observation Performed & General Checklist
p Special Inspection ❑AWSOC1/ASNi VT ❑At Completion p In Progress ❑Post-Completion'
El New Inspection tJ Re-Inspection J Continuous ❑ Periodic ❑Other
Structural Welding Structural Bolting Steel Erection Post-Installed Anchors Open Web Steel Joist Inspection
El Shop El 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.Instructs x Bottom Girder Braces
Prep R Fil-Up Tighten Sequence Beams Clean 8 Dry x RTU Joist Reinforcement
Preheat Ternp Faying Surfaces Metal Deck/Studs Adequate Adhes.
❑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: 4/S2, 11-2-12
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 department 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 El Requires Engineers Acceptance(RFI) ❑Reinspection Required
Standby Time:
Inspector: Glenn Meek ID Number: 5071938-49
Remarks
Inspected the installation of#5 x 60"vertical reinforcing at organic waste grid line B at 6.3, 2 each for the expansion joint at 12"cmu wall
and 7 each for the expansion joint at the bale and pallet 12"cmu wall at grid line A.8-C.1 at 7.8. Verified the holes to be 3/4"-6"in size and
were brushed and blown free of loose debris. Hilti Hit Hy 150 Max, ICC-ESR 1967/2262, expiration date of 10/2013 epoxy was used.
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