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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2018-11-27FEI Page '1 of 1 ItsflIfu|IsPfflt0il.,t;;#; i;;;;;., Geobdrical& Corsfudi:n Servie Daily Field Report Project: lnspection of: Wedge AnchorsContractor: GBCConstruction Weather: BP No.: lnside 8't 1-18-001996-5TR Reviewed By /)1. Michael L. M Technical Manager MLM:Sc Client Ms. Janet Holloway PeaceHealth 3333 Riverbend Dr. Springfield, Oregon 97477 PeaceHealth Cath Lab EP-2 3T36 3333 Riverbend Dr. Spdngfield, Oregon Date: '11-?7-18 Project No.: 2187148 Report No.: E-47185 lnspector: M. Meyer lD No.: 0877905 tcc Continuous lnspection: tr Periodic lnspection: E c: GBC Conskuclion - Kelly Wi is (emait) GMA Architects - Aaron Mccarry (email) City of Springfield - Robert Castite (email) This rer'o.t and/or enclosed lesl daia is the confidenlial prope(y o{ the ctienl to wtlom it is actdressed end pertains to the specifrcprocess andlor material evaluated. As such, informalion cohtained herein shallnot be reproduced in parr'orfu and/or any partthereol b€ disclosed without FEt Testing & tnsp€ction. lnc..s wriflen aulhori2ation Performed continuous inspection during the installation of twelve (12) 'l12" x 4 112" vertical Hilti Kwik-Bolt TZ wedge anchors securing the Flouroscopic lmaging Machine AD7 adaption plate and Poly Oiagnost G base plate to the 3rc floor slab in room 3T 36. The predrilled holes were cleaned during drilling with a Hilti dri,l/vacuum system. Embedment depth was measured at 4"+. Verified installation of isolation washers and sleeves, and installation torque of 40 ft./lbs. using a calibrated torque wrench. Frank Goin (GBC) was advised of our on-site observations. To the best of our knowledge, the work inspected was in accordance with Phillips SD 2 print dated 12-12-17, Hilti Product data sheet 2.7.7 dated 07-11-18 and appticabte workmanship provisions of lhe l.B.C., except if noted above. 7m NW Cornell Avenue j Comallls.O'egon 97330 . phone (541) 7574698 29540 B Airpod Road . Eugene,Oregon 97,102 . phone (5a1) 68 {Sa9945 Cdumbia S[eet NE. Suite iA Salern, Oegon 97301 . ptpne (971) 273{672 FEI Page 1 of 1 Daily Field Reportt$niltt|ilsttfiIqil.,.;;il;.t;;";-;;;,;., Geobdyicd & Cordudbn S€wiE Client:Ms. Janet Holloway Project: PeaceHealth 3333 Riverbend Dr. Springfield, Orcgon 97 47 7 PeaceHealth Cath Lab EP-2 3T36 3333 Riverbend Dr. Springfield, Oregon Dale: 10-24-18 Project No.: 2187148 Report No.: E-47013lnspeclor: M. Meyer lD No.: 0877905 rcc Continuous lnspection: E Periodic lnspection: E lnspection of Contractor: Post-lnstalled Anchors GBC Construction Weather: BP No.: lnside 81 1-18-001996-5TR Technical Manager c: GBC Consruction - Kelly willis (email) GMA Architects - Aaron McGarry (email) City of Springfield - Robert Castile (email) ML[/:st Performed continuous inspection during the inslallation of twenty-two (22) vertical{own 112' x 5 ll2 Simpson Strong Bolt 2 wedge anchors into underside of 4th floor slab securing four (4) support leg brackels and four (4) kicker braces for new Striker boom and Skiker lighls. Prior to installation, the predrilled holes were cleaned with a vacuum. Verified minimum embedment depth of 2 3/4', and minimum installation torque of 60 fulbs. using a calibrated torque wrench. Scott Kelly (KHl) was asked to notify our office when additional services are needed. To the best of our knowiedge, the work inspected was in accordance with revision 1 plans dated 09-13-18, KHI RFI 2018-001 dated 10-22-18 and applicable workmanship provisions of the l.B.C., except if noted above. This report and/or enclos€d lest data is the confidential property of lhe client lo whom at is addressed and pe(ains to lhe specmc process and/or malerial evaluated. As such, informalion conlained he.ein shall not be rep.oduced in part or full and/or any part thereof be disclosed \Nrlhout FEI Tesling & lnspeclion, lnc's wntlen aulhodzation. 75O t{W CorndlA\enue . Coffallis, Oegon 97330 ptrone (541) 7574698 29540 B Airport Road E,€ene, Oregon 97a02 phone (541) 684-3849 945 Columbia Sbeet NE, Suite 1A Salem, Oregon 97301 . phone (971) 273{672 Reviewed By: /1.1.04,--- Mrchael L. UeyeU