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