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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2010-9-13 ~~. ", I Professional Service Industries, Inc. 1040-A Shelley Street Springfield, OR 97477 eGB No, 176269 Phone: (541) 746-9649 Fax: (541) 746-7163 I J Steel Inspection Field Report ,Report No: SIF:0722275-3/1 Issue No: 1 Client: SACRED HEART MEDICAL CENTER CC: JIM WESTON, JOE TheS9 lest results apply only 10 the specific locaIions and materials no tedand POBOX 10905 SIS, JOHN may not represent any other locations or elevations. This report may not be reproduced, except in full, without written permission by Professional Service LAVASSAUR, KIP Industries, Inc. EUGENE, OR 97440 KAUFMAN ~~-~ Project: CA TH LAB SPRINGFIELD OR Approved Signatory: David Smith (Branch Manager) Date of IS$ue: 912312010 Date: 19/13/2010 Technician: I David F. Smith General Contractor: John Hyland Construction Subcontractor: Weather: Crear Location(s)/Itern(s): Brackel LS1012F [gJ New Inspection Building Permit No.: COM2010-1023 0 Re-Inspection Type(s) of ObservationslTesiing Performed & General Checklist [gJ (Verified) 1SI Special Inspection 0 AWSQC1/ASNT VT I [8J At Completion 0 In Progress o Post-Completion'" I DContinuous lSIPeriodic DOther Structural Welding Structural Bolting Steel Erection Post~lnstalled Anchors Open Web Steel Joist Inspection o Shop 0 Field DPretension DShear Brg o Shop 0 Field DChemical 1SIMechanical o Shop 0 Field Weld Process 0 Bolts Specified 0 Joint Details 0 ICBO Report No' 181 Joist Girder Seat Connections 0 Electrode 0 Turn-of-Nut 0 Erection Dwgs 0 Anchor Type 181 Joist Seat Connections 0 Weld Profiles(s) 0 Cal. Wrench 0 Inspection Rpts 0 Adhesive Type 0 Hori,. Bridging Connections 0 Welder Cert(s) 0 Tension Control 0 Mark No.s 0 Hole Diameter 181 X-Bridging Connections 0 Weld Prcdr{s) 0 Snug Tight 0 Anchor Bolts 0 Embed Depth 181 Wind Brace Connections 0 MiIlCert(s) 0 Hand Washers 0 Columns 0 Manuf.lnstruct's 181 Bottom Girder Braces 0 Prep & Fit-Up 0 Tighten Sequence 0 Beams 0 Clean & Dry 181 RTU Joist Reinforcement 0 Preheat Temp 0 Faying Surfaces 0 Metal DeckJStuds 0 Adequate Adhes. 0 IC - IN Compliance 0 OUT OMT ORT OPT Skidmore Tests 0 X-Bracing 0 TorquedfTight 181 Box Definitions: X-Attached; NA-Not Applicable; NC-Nonconformance (see below). *Desctibe Limitations Below or Contact Bldg Dept. Detailed Observations Materials, WorkmanshiD & Procedure Descriptions Referenced Details/Drawings: Room 3Q08 Hilti 1/2" 4" embed - Non-Conformance # Parties Notified: 1SI General Contractor DSubcontractor 0 Architect 0 Engineer 0 Owner 0 Other: o Standby Time: 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 Intemational Building Code: 0 Except as Noted 0 Not Applicable 0 Unapproved Drawings/Plans/Materials o NCR Issued 0 Non-Comntiance 0 Renuires Enoineers AcceDtance (RFI\. 0 Reinspection ReQuired Inspector: David F. Smith I D Number: Remarks: Nut rotated 3-5 turns and checked at 40 ft. Ibs. Page 1 of 1