The URL can be used to link to this page

Home My WebLink AboutPermit Field Test & Inspection Report 2007-03-16,/c it I Page 1 of 1 Report of lnspection Services Geotechnicai & Constudion Services Weldino/Hiqh-Stren sth BoltinqI6I[{G&tt{SPr$0tl, Nt Client: lVlr. Wes Olson Oregon Community Credit Union P .O. Box 7702 Eugene, Oregon 97401 lnspection of: Welding Fabricator or Erector: Gibson Steel Contractor: lt/lcKenzie Commercial Reviewed By: Oregon Community CU lVohawkBranch-T&l 1981 Mohawk Blvd. Springfield, Oregon Project:Date: Project No.: Report No.: lnspector: lD No.: Shop: ! Weather: BP No.: 03-1 6-07 2077034 E-l5731 L. Postier 5232606-85 ICC Field: V Clear cotvl2006-00865 Performed visual inspection on the horizontal tube steel to column connections for the clearance wearing frame. Completed welds were checked for size, length, profile and location. Contractor was asked to notify our office when additional services are needed. To the best of our knowledge, the work checked is in conformance with drawing dated 11-01-06 and applicable AWS D1.1 code, except if noted above. #ffiaU*, Technical N,4anager lVlcKenzie Commercial Jonathan Stafford, AIA City of Springfield DAW:jw 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 orfull and/or any part thereof be disclosed without FEI Testing & lnspection, lnc.'s written authorization. 750 NW Comell Avenue . Corvallis, Oregon 97330 ' phone (541) 7574698' fax (541) 757-2991 29540 B Airport Road ' Eugene, Oregon 974A2'phone (541)684-3849 'fax (541)684-3851 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541) 38248M'fax(S4l)3824846 FFIrtl Page 1 of 1 Daily Field ReportGeoteclrnical & Constuction ServicesLrsnne a msptcnon, tltc Client:Mr. Wes Olson Project Oregon Community Credit Union P.O. Box77O2 Eugene, Oregon 97401 Oregon Community CU Mohawk Branch-T & I 1981 N/ohawk Blvd. Springfield, Oregon Date: Project No.: Report No.: lnspector: lD No.: 03-01-07 2077037 E-1 5631 It/. IVleyer RECEIVEI [4AR 0 I 70rl7 lnspection of: Ceiling Grid Contractor: [t/cKenzieCommercial Respectfully, Weather: lnside BP No.: COM2006-00865 Continuous lnspection: tr Periodic lnspection: V Performed inspection on the completed drop-ceiling grid installation. The Armstrong Prelude XL TEE suspension system for the 2' x 4' ceiling tiles was anchored to the 7/8" wall moulding with rivets along two (2) adjacent walls at approximately 4' on center. Unsecured BERC 2 clips were installed on opposite sides except on angled walls. Support wires are also installed at each 'T'-intersection within 8" of wall faces around perimeter of rooms. 2112" melal 'C'channel seismic struts are anchored to grids and roof components at x|2' on center in areas larger than 144 sq. ft. To the best of our knowledge, the work inspected was in accordance with IBC Seismic lnstallation Requirements by Armstrong World lndustries provided by contractor, except if noted above. Contractor was asked to notify our office when additional services are needed. C Technical It/anager McKenzie Commercial Jonathan Stafford, AIA City of Springfield [/Llt/:jw This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific processand/ormaterial evaluated. Assuch,informationcontainedhereinshall notbereproducedinpartorfull and/oranypart thereof be disclosed without FEI Testing & lnspection, lnc.'s written authorization. 750 NW CornellAvenue ' Corvallis, Oregpn 97330 phone (54'1)7574698 fax (541)757-m1 29540 B Aiport Road Eugene, Oregon 97402 phone (541 ) 684-3849 tux (541 ) 6843851 (iHt Geotechnical & Consfudbn ServicesrsnN6 & lflsPrcflqN, Nt. *REVISED 02-22.07 February 19,2007 Mr. Richard Hunsacker M&MLandCompany 101 East Broadway Suite 101 Eugene, Oregon 97401 Frrual SunauaRy Reponr Mohawk Corner t SE Mohawk & Marcola Springfield, Oregon Building Permit No. COM2006-00865 Dear Mr. Hunsacker, This letter confirms that FEI Testing & lnspection, lnc. performed special inspection services in accordance with IBC and as directed by our client for the above-referenced project. We were employed to provide continuous or periodic inspection on specific dates, as documented per our special inspection reports for: Mearthwork Mreinforced concrete Mstructuralwelding (shop)* Estructural masonry Mbolts installed Mhigh-strength bolts Eepoxy dowels/wedge anchors in concrete trspray applied fireproofing Based upon our observations and written reports of this work, it is our judgment that the inspected work was performed, to the best of our knowledge, in accordance with the approved plans, specifications, change orders and/or structural engineer's instructions, and applicable provisions of Chapter 17 of the International Building Code, unless otherwise noted or referenced above. Respectfully, lSl fAcha,^tL Road M, Technical Manager c: l\4cKenzie Commercial Concentric Arch itectu re tMGH Associates City of Springfield MLM:jw 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 FEI Testing & lnspection, lnc.'s written authorization. 750 NIW CrrndlArrenue ' Coruallis, Oregon 97330 ' phone (541) 7574698 .tarr<(il1)757-2€F1 2540 B Airport Road ' Euoene, Oreqon 97402 ' phore (541 ) 684-3849 . fax (541 ) 684ii851 Project No.2067197 Report No. E-15520 0iit Page 1 of 1 Report of lnspection Services IffilllffiflIl*fiffllm Geotect-rnicat & Consfuction Senaces Weldinq/H iqh-Stren h Boltinq Client: Mr. Wes Olson* project Oregon Community Credit Union* P.O. Box 7702* Eugene, Oregon 97401. Oregon Community CU* MohawkBranch-T&l* 1981 Mohawk Blvd.* Springfield, Oregon -REVISED Date: Project No.: Report No.: lnspector: ID No.: Shop: g Weather: BP No.: REPORT 02-19-07 02-08-07 2077034. E-l5434 D. Webber 93050801 AWS CWI Field: ! lnside coM2006-00865 lnspection of: Welding Fabricator or Erector: Gibson Steel Contractor: McKenzie Commercial Performed visual inspection on a fabricated structural steel clearance assembly: (2) columns, (1)header and (1) hanging pipe. Completed welds were checked for size, length, profile and location. To the best of our knowledge, the work checked is in conformance with shop drawings dated 01-26-0T and applicable AWS D1.1 code. Fabricator was asked to notify our office when additional services are needed. Reviewed By: fr{,/U. Michael L. Mey$r/ Technical [t/lanager N/cKenzie Commercial Jonathan Stafford, AIA* City of Springfield DAW:jw RFC€/ LrEr FFB2Tnw 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 FEI Testing & lnspection, lnc.'s written aulhorization. 750 NW Comell Avenue Corvallis, Oregon 97330 ' phone (541) 7574698 fax (M1) 757-2991 29540 B Airport Road Eugene, Oregon 97402 ' phone (541) 684-3849 ' fax (54'1) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 ' phone (541) 38248M. fax (541) 3824846 0iil Geotechnical & Constudion Serviesfi5ltfl6 & tilsPtfil0N, Il.lC February 19,2007 Project No. 2067197 Repod No. E-15520 Mr. Richard Hunsacker tU & tU Land Company 101 East Broadway Suite 101 Eugene, Oregon 97401 Ftull Suut tulny RepoRr Mohawk Corner SE Mohawk & Marcola Road Springfield, Oregon Building Permit No. GOM2006-00865 Dear Mr. Hunsacker, This letter confirms that FEI Testing & lnspection, lnc. performed special inspection services in accordance with IBC and as directed by our client for the above-referenced project. We were employed to provide continuous or periodic inspection on specific dates, as documented per our special inspection reports for: Mearthwork greinforced concrete Estructuralwelding (shop) Estructural masonry Mbolts installed Mhigh-strength bolts Depoxy dowels/wedge anchors in concrete trspray applied fireproofing Based upon our observations and written reports of this work, it is our judgment that the inspected work was performed, to the best of our knowledge, in accordance with the approved plans, specifications, change orders and/or structural engineer's instructions, and applicable provisions of Chapter 17 of the lnternational Building Code, unless othenruise noted or referenced above. Respectfully, /1././fo,--- Michael L. MC(rer Technical Manager c McKenzie Commercial Concentric Arch itectu re MGH Associates City of Springfield RECEIVED FEB 227007 MLM:jw 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 FEI Testing & lnspection, lnc.'s written authorization. 750 NW Corndl Avenue ' Corr,allis, Oegon 97330 plrcre (541 ) 757469€l ' tux (541)757-2P€1 29540 B Airport Road ' Eugere, Oregen 97402 ' phone (541 ) 684-3849 ' fax (541 ) 684-3851 I ,/ .t Page 1 of 1 Report of lnspection Services C,eotechnical & Constr.dion Services Weldins/Hish-Stren gth BoltinsTSTTNG & lNSPKItoil, rNC. Client:tt/r. Richard Hunsacker M&MLandCompany 10'1 East Broadway Suite 101 Eugene, Oregon 97401 lnspection of: Welding Fabricator or Erector: Gibson Steel Contractor: McKenzie Commercial Reviewed By: A. Webber Structural Steel Supervisor McKenzie Commercial Concentric Architecture MGH Associates City of Springfield DAW:jw Project: [t/ohawkCorner SE lt/ohawk and Marcola Rd Springfield, Oregon Date: Project No Report No. lnspector: lD No.: Shop: g Weather: BP No.: 02-08-07 2067197 E-15434 D. Webber 93050801 AWS CWI Field: tr lnside coM2006-00865 Performed visual inspection on a fabricated structural steel clearance assembly: (2) columns, (1) header and (1) hanging pipe. Completed welds were checked for size, length, profile and location. To the best of our knowledge, the work checked is in conformance with shop drawings dated 01-26-07 and applicable AWS D'1.1 code, Fabricator was asked to notify our office when additional services are needed. 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 FEI Testing & lnspection, lnc.'s written authorization. 750 NW Comell Avenue ' Corvallis, Oregon 97330 ' phone (541) 7574698' fax (541) 757-2991 29540 B Airport Road ' Eugene, Oregon 97402'phone (541) 684-3849 ' fax (541) 68+3851 63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (54'l) 3824844' fax (541) 38248/:G I tri Geotechnical & Constudion Services page I of 1 Report of lnspection Services Welding/Hish-Strensth Bolti nq Client:Mr. Richard Hunsacker M&MLandCompany 101 East Broadway Suite 101 Eugene, Oregon 97401 lnspection of: High Strength Bolts Fabricator or Erector: Myers Fabrication Contractor: McKenzie Commercial Reviewed By: Project: Mohawk Corner SE Mohawk and lvlarcola Rd Springfield, Oregon Met on-site with contractor to verify the 4325 high strength bolts at beam to column connection at window opening'P'(west side) has been brought into snug tight condition in accordance with detail 10/S5.2and RFt-33. To the best of our knowledge, the work checked is in conformance with structural drawings, RFI-33 and the A.l.S.C. manual. Contractor was asked to notify our office when additional services are needed. Date: Project No. Report No.r lnspector: !D No.: Shop: tr Weather: BP No.: 01-30-07 2067197 E15234 L. Postier tcc 5232606-85 Field: @ Overcast coM2006-00865 RECEIVED FEB 0 5 2007 ,/llw Dale A. Webber Structural Steel Supervisor McKenzie Commercial Concentric Architectu re MGH Associates City of Springfield DAW:jm This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific processand/ormaterial evalualed. Assuch,informationcontainedhereinshall notbereproducedinpartorfull and/oranypart thereof be disclosed without FEI Testing & lnspection, lnc.'s written authorization. 750 NW Comell Avenue . Corvallis, Oregon 97330 ' phone (541) 7574698 fax (5a1) 757-2991 29540 B Airport Road ' Eugene, Oregon 97402'phone (541) 684-3849 fax (541) 684-3851 63050 Corporate Place, Suite 2 . Bend, Oregon 97701 ' phone (541) 38248M' fax (541) 3824846 c: