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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2010-8-27 -J,. ~..... ~tt, Page 1 of 1 TESTIIIG & INIPECflON, INC Gealechnical & Construction Services Daily Field Report Client: Mr. Nathan Buch Project: Tree Products Date: 08-27-10 70 E. 19'h Ave. 632 Shelley Street Project No.: 2107097 Eugene, Oregon 97401 Springfield, Oregon Report No.: E-26549 Inspector: C. Walpole 10 No.: 5114210-85 ICC Inspection of: Wedge Anchors Weather: Inside Continuous Inspection: 0 Contractor: BPNo.: COM 2010_00862 Periodic Inspection: 0 Witnessed the installation of four (4) 5/8" x 6" Red Head Tru Bolt wedge anchors for the store front porthole frame (ref: 2/S4.1). Prior to installation, the predrilled holes were cleaned with compressed air and a nylon brush. Verified minimum embedment depth of 2 3/4". Anchors were installed and tightened with a calibrated torque wrench set at 90 ft.llbs. To the best of our knowledge, the work inspected was in accordance with drawings dated 07-07-10 and applicable workmanship provisions of the I.B.C., except if noted above. Reviewed By: t:a~Z Technical Manager c: City of Springfield MLM:sc This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FE! Testing & Inspection, lnc.'s written authorization. 750 NW Comell Averue 'Co<vaJIis, Oregon 97330 'phore (541) 757-4{)98 .fax (541) 757-2991 29540 BAirportRoad 'Eugere, Oregon 97402 'phone (541) 684-3849 ,fax (541) 684-3851 62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701. phone (541) 382-4844. fax (541) 382-4846 I. . ~fEl Page 1 of 1 ~ Geotechnical & Construdion Servires Report of Inspection Services Welding/High-Strength Bolting TESTING & INIPEOION,INC Client: Mr. Nathan Buch 70 E. 19th Ave. Eugene, Oregon 97401 Project: Tree Products 632 Shelley Street Springfield, Oregon Date: Project No.: Report No.: Inspector: 10 No.: Inspection of: Fabricator or Erector: Contractor: Welding Gibson Steel Shop: Ii1I Weather: BPNo.: Performed visual inspection on fabricated structural steel portal frame per drawing S4.1. inspection, reviewed drawings, welding procedures and welder certifications for FCAW Completed welds were checked for size, length, profile and location. 08-02-10 2107097 E-26428 C. Walpole 01040131 AWS CWI Field: 0 Inside COM 2010-00862 Prior to process. Gentry (Gibson Steel) was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conformance with Keating Engineering drawings dated 07-07-10 and applicableAWS D1.1 code, except if noted above. Reviewed By: Ih :7,~---- Michael L.w M~ Technical Manager c: City of Springfield MLM:sc RECEIVE[ AUG 1 PlaID This report and/or endosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process and/or material evaluated. As such. information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 750 NW Comell Avenue' Corvallis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757-2991 29540 B Airport Road. Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851 62979 NE Plateau Drive. Suite 3 . Bend, Oregon 97701. phone (541) 382-4844. fax (541) 382-4846 /' C':JO)