HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-9 (3) Professional Service Industries,Inc.
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L O To Build On Phone:(503)289-1778 (5 .2 3 70
Engineering • Consulting • Testing _Fax:(503)289-1918
Steel Observation Re port Report No: SIF:0654137-32/1
p Issue No: 1
Client: WAL-MART STORES, INC. CC: These test results apply only m the specific locations and materials noted and may not represent any other locations or elevations.This report may not be reproduced.
2001 S E 10TH ST ERIC EVENSON, KATYRYN except in fun,otheul oaten permission by Professional Service Industries,Inc.It a
non-compliant.° appears Or this report, to the extent that the reported Mn.
MAIL STOP 5570 JERKOVICH compliance impacts the project. the resole on is omade the PSI scope of
BENTONVILLE, AR 72716-5570 a nemem.
Project: WM 4178-00 SPRINGFIELD OR TO 0—L_/"
SPRINGFIELD, OR Approved Signatory Deborah Priest(Special Project Manager)
Date of Issue: 5/15/2013
General Details
Date: 5/9/2013 Technician: Tom Watson
General Contractor: SD Deacon Subcontractor: NA
Weather: Clear
Location(s)/Item(s): Mech. Roof Deck infills and condensor racks.
Type(s) of Observation Performed & General Checklist
0 Special Inspection MI AWSOC1/ASNT VT 0 At Corrpletion ❑ In Progress ❑ Post-Corrpletionn
IN New Inspection ❑Re-Inspection ❑Continuous 0 Periodic ❑Other
Structural Welding Structural Bolting Steel Erection Post-Installed Anchors Open Web Steel Joist Inspection
❑ Shop CU Field ❑Pretension ❑ Shear Brg ❑ Shop ❑ Field ❑ Chemical❑ Mechanical ❑Shop ❑Field
Weld Process x Bolts Specified Joint Details ICBO Report No: Joist Girder Seat Connections
Electrode x Turn-of-Nut Erection Dwgs Anchor Type Joist Seal Connections
Weld Profiles(s) x Cal.Wrench Inspection Rpts Adhesive Type Horiz.Bridging Connections
Welder Cen(s) x Tension Control Mark No.s Hole Diameter X-Bridging Connections
Weld Prcdr(s) x Snug Tight Anchor Bolts Embed Depth Wind Brace Connections
Mill Cert(s) Hardened Washers Columns Manuf.Instructs Bottom Girder Braces
Prep&Fit-Up Tighten Sequence Beams Clean&Dry RTU Joist Reinforcement
Preheat Temp Faying Surfaces Metal Deck/Studs Adequate Adhes.
❑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: S3, 54.1/6
Non-Conformance//: NA
Parties Notified: ❑General Contractor ❑Subcontractor ❑Prchitect ❑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 Ps Noted ❑Not Ppplicable ❑Unapproved Drawings/Plans/Materials ❑NCR Issued
❑Non-Compliance❑Requires Engineers Pcceptance(RFI) ❑Reinspection Required
Standby Time:
Inspector: Tom Watson ID Number: 95091131
Remarks
On site as rquested for structural steel inspection as follows: Roof deck infill welding and fastening, condensor racks at roof,welding'of
racks and joist supports. To the best of my knowledge welding conforms to AWS D1.3 and D1.1,
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