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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2010-9-7 ....~.,. '\ , Professional Service Industries, Inc. 1 04o-A Shelley Street Springfield, OR 97477 CeB No. 176269 Phone: (541) 746-9649 Fax: (541) 746-7163 l J Report No: SIF:0722275-2/1 Steel Inspection Field Report Issue No: 1 Client: SACRED HEART MEDICAL CENTER cc: JIM WESTON, JOE These test results apply only 10 the specific locations and materials noted and may not represent any other locations or elevations. This report may not be POBOX 10905 SIS, JOHN reproduced, except in full, without written pemlission by Professional Service LAVASSAUR, KIP Industries,lnc EUGENE, OR 97440 KAUFMAN ~~,~ Project: CATH LAB SPRINGFIELD OR Approved Signalory: David Smith (Branch Manager) Dale of Issue: 912312010 Date: 19/7/2010 Technician: I Wesley Brown General Contractor: Jphn Hyla~d Construction Subcontractor: Weather: Raining Localion(s)/llem(s): Room 3Q08- 3rd floor 1SI New Inspection Building Permit No : COM201 0-1 023 0 Re-I(lspection Type(s) of ObservationslTesting Performed & General Checklist .... '.-' 0' (Verified') I8'J Special Inspection 0 AWSQC1IASNT VT I 0 At Completion I2J In Progress o Post-Completion* I DContinuous I2JPeriodic DOther Structural Welding Structural Bolting Steel Erection Post-Installed Anchors Open Web Steel Joist Inspection o Shop 0 Field DPretension DShear Brg o Shop 0 Field DChemical DMechanical o Shop 0 Field Weld Process 0 Bolts Specified 181 Joint Details 0 ICBO Report No: 0 Joist Girder Seat Connections 0 Electrode 0 Turn-of-Nut 0 Erection Dwgs 0 Anchor Type 0 Joist Seat Connections 0 Weld Profiles(s) 0 Cal. Wrench 181 Inspection Rpts 0 Adhesive Type 0 Horiz. Bridging Connections 0 Welder Cert(s) 0 Tension Control 0 Mark No.s 0 Hole Diameter 0 X-Bridging Connections 0 Weld Prcdr{s) 0 Snug Tight 0 Anchor Bolts 0 Embed Depth 0 Wind Brace Connections 0 Mill Cert(s) 0 Hand Washers 181 Columns 0 Manuf.lnstruct's 0 Bottom Girder Braces 0 Prep & Fit-Up 0 Tighten Sequence 0 Beams 0 Clean & Dry 0 RTU Joist Reinforcement 0 Preheat Temp 0 Faying Surfaces 0 Metal Deck/Studs 0 Adequate Adhes. 0 IC - IN Compliance 0 o UT 0 MT 0 RT 0 PT Skidmore Tests 0 X-Bracing 0 Torqued/Tight 0 Box Definitions: X-Attached; NA-Not Applicable; NC-Nonconformance (see below). *Oescribe Limitations Below or Contact Bldg Dept. Detailed Observations Materials, WorkmanshiD & Procedure Descriotions Referenced Details/Drawings: Detail 3 of page S 1. 0 Non-Conformance # Parties Notified: 0 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 International Building Code: 0 Except as Noted 0 Not Applicable 0 Unapproved Drawings/Plans/Materials o NCR Issued 0 Non-Comoliance 0 Reauires Enaineers Acceotance (RFD 0 Reinsoection Reouired Inspector: Wesley Brown ID Number: 01077681 Remarks: Inspected bolts in the middle section of room 3Q08. (22) bolts, Hilli KB-TZ Bolls, nuls were tightened 10 60lbs as per manufaclures specifications. More bolts are required, contractor will contact PSI when further inspection is needed. Page 1 of 1