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Home My WebLink AboutPermit Field Test & Inspection Report 2008-9-22 l...~ ;ZInformation ,.,.... .To Build On Engineering. Consulting . ~stlng ~1~ .. " DAILY FIELD REPORT c. g-'~ 57f~ Date Performed: Client: September 22, 2008 Lee Construction PO Box 10367 Eugene. OR 97401 Report Number: 722-80177-29 A3 - Academy of Arts & Academics 615 Main Street : Springfield"Oregon Project Name: Project Location: P.O. No.: Type of Structure: Type of Inspection: Epoxy Anchor Permit No.: Weather: Clear \ Field Observations and Comments Performed continuous inspection during the installation of thirteen (13) #5 epoxied rebar doweis in the following locations: By door 121 and 119 and east wall soulh west corner of exisling building, Prior to, installation the predrilled holes were cleaned using a nylon brush and compressed air. Verified minimum embedment depth of (5") inches, The above listed epoxy anchors were installed using Simpson Set 22 epoxy wilh ICQ# 1772. The epoxy anchors were installed in accordance wilh latest revisions dated 9-4-08, Contractor was asked to notify our office when additional services are needed, To the best of our knowledge, Ihe work inspected above was in accordance wilh the building department approved design drawings, specifications and applicable workmanship provisions of the International Building Code, Inspector: Pete Furlong CCB# 176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, ""'P""'"" '"'r' trofeSSIJ]~ ice fJlstries, Inc, avid Smith ' Branch Manager c: City of Springfield Branch Engineering Solarc Architecture Professional Underground Service Springfield School District - John Sarageno .THIS REPORT /S PROVIDED FOR THE INFORMA nON OF THE CLIENT ONLY. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD ....,^qn', f]\' '''1' 'fLu'g, ,['~crn;", ~!JLL l;"T"CIJ.T7" 'L "':['7';:"[:" ~Cq'f'SS'O" 0'" "'QO'TSS:S"'L SCR'/'C:::: .',"9!;,.'Sr-F:':s, 'S -,"\f)";{J'F:::::. Professional SelViee Industries, Inc. . 1040A Shelley 81. . Springfield, OR 97477. Phone 541n46-9649. Fax 541n46.7163 -- l"~;lInfonnation ",..,. .10 Build On Engineering . Consulting . Testing DAILY FIELD REPORT Date Performed: October 14, 2008 Report Number: 722-80177-37 Client: John Saraceno Project Name: A3 - Academy of Arts & Springfield School District Academics 525 Mill Street Project Location: 615 Main Street Springfield, OR 97477 Springfield, Oregon B,P, No,: Shop/Field: Shop Type of Inspection: Welding Weather: Clear Field Observations and Comments 'Performed continuous visual inspection of the following items: C3 column between doors 119 and 121 and lower 10' brick ledger revision ASI 53,1, Radius to be completed at a later date, Weldments were inspected for size, length, profile and locations, To the best of our knowledge, the work inspected is in conformance with approved drawings, specifications and applicable 01,,1 codes. Contractor was asked to notify our office when additional services are needed, Inspector: David F. Smith certification # 0877340-85 CCB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully Submitted, i)~:rrtl-"'~ David Smith Branch Manager c: City of Springfield Lee Construction Branch Engineering Solarc Architecture Professional Underground Service THIS REPORT IS PROVIDED FOR THE INFORMA TlON OF THE CLIENT aNL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.. 1040A Shelley 81.. Springfield, OR 97477. Phone 5411746.9649. Fax 541/746-7163 -- l"'~;lInformation ,.,~. .To Build On Engineering. Consulting . Testing DAILY FIELD REPORT Date Performed: September 30, 2008 Report Number: 722-80177-35 Client: Lee Construclion Project Name: A3 - Academy of Arts & PO Box 10367 Academics Eugene, OR 97401 Projecl Location: 615 Main Street Springfield, Oregon P.O. No.: Permit No.: Type of Structure: Weather: Overcast Type of Inspection: Epoxy Anchor Field Observations and Comments IPerformed continuous inspection during the installation of.thirteen (13) #5 epoxied rebar dowels in the following locations: Placed #5 rebar dowels at locations along south exterior wall with ~ diameter holes at a minimum of 5" embedment 5 total. Prior to installation the predrilled holes were cleaned using a nylon brush, compressed air vacuum, Verified minimum embedment dept of 5 inches, The above listed epoxy anchors were installed using Simpson sel pack epoxy with ICC# 295498RR. The epoxy anchors were installed in accordance with: approved job-site plans, latest revisions dated Seplember 4, 2008, Contractor was asked to notify our office when additional services are needed, To the best of our 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, Inspector: Dale Russell CCB# 176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully S ~ssionaf : uaB Branch Manager milled, ice In sIrles, Inc, c: City of Springfield Branch Engineering Solarc Architecture Professional Underground Service Springfield School District - John Saraceno THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AryD ITS TRANSMITTAL TO A THIRD ?^l;/-ry.; f]V A^'V.'C'^'lj' iV~fi"T lA, c~lf.J. IMtruQLrr rUe: lUOl'rrC./ OCO.,,<:'<::U"M Me OOl""lCC<:'C',"^,^! <:'''011/'-''' ,.,n/,C'To,cC:: Ie:' OJ:Jr'II.Jlcn-r,...." Professional Service Industries, Inc.. 1040A Shelley 81.. Springfield, OR 97477. Phone 541/746-9649. Fax 541/746-7163 -- k .;.:;";llnjormation 1~""1I .To Build On Engineering . Consulting . Testing DAIL Y FIELD REPORT Date Performed: Septem ber 23, 2008 . Report Number: 722-80177'30 Client: Lee Construction Project Name: A3 - Academy of Arts & PO Box 10367 . Academics Eugene, OR 97401 Project Location: 615 Main Street Springfield, Oregon P.O. No.: Permit No.: Type of Structure: . Weather: Clear Type of Inspection: Epoxy Anchor Field Observations and Comments Performed continuous. inspection during the installation of thirteen #5 epoxied rebar dowels in the following locations: radius in corridor #116 - emu wall to slab con.nection. Prior to .Installation the. predrilled holes were cleaned using a nylon brush and compressed air. Verified minimum embedment depth of 5 inches. The above listed epoxy anchors were installed using Simpson Set epoxy'with ICC# 1772 (exp 6-,09). The epoxy anchors were installed In accordance with manufacturer's direction and RFI #36. Contractor was asked to notify our office when additional services are needed. To the best of our knowledge, the work inspected above was in accordance with the building department approved design drawings, specifications and applicable workmanship provisions of the international Buildinq Code. . Inspector: Chris Thomason, 5069949-85 CCB# 176269- If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully SUb+ed, ~SSional se:viilndU\I' Inc. w~g - Branch Manager c: City of Springfield Branch Engineering Solarc Architecture Professional Underground Service Springfield School District - John Saraceno RECEIVED NOV 2 (l 2008 THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONL Y. THE REP'!ODUCTJON OF THIS REPORT, BY ANY METHOD, AND ITS TRANSJ.A~TT.4L TOA THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEt~ PERMISSION OF ~ROFESS/ONAL,SERVICE INDUSTRIES,IS PROHIBITED, Professional'Service Industries, Inc.. 1040-A Shelley Street ~ Springfiel?, OR 97477 .. Phone 541/746-~649 .. Fax 541/746-7163 _ l....~.;llnformation ~~.. .To Build On Engineering. Consuffing . Testing . DAILY FiELD RE?ORT Date Performed: Client: September 29, 2008 Lee Construction PO Box 10367 Eugene, OR 97401 Project Location: Report Number: Project Name: B.P. No.: Type of Inspection: ShoplField: Weather: Welding 722-80177-34 A3 - Academy of Arts & Academics 615 Main Street Springfield, Oregon Shop inside Field Observations andccimments Performed periodic visual inspection of the following items: final weldments to embed plate mark numbers 08-20 (318"x4 112" x 10" pi with (3) #6 rebar each 12" in length). Weldments were inspected for size, length, profile and locations. To the best of our knowledge, the work inspected is in conformance with approved drawings, specifications and applicable D1.4 codes. Contractor was asked to notify our office when additional services are needed. Inspector: Chris Thomason, Certification #04-070351 CCB #176269 if you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully Sub Professional Se D~\~ ) David Smith Branch Manager cc: City of Springfield Branch Engineering Sblarc Architecture Professional Underground Service Springfield School District - John Saraceno THIS REPORT IS PROVIDED FOR THE INFORMA TION OF THE CLIENT ONL Y. THE REPRODUCTION OF THIS REPORT, BY ANY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL, WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professional Service Industries, Inc.. 1040-A Shelley Street. Springfield, OR 97477 . Phone 541fi46.9649 . Fax 541046-7163