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Report Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carlson Office (541) 345 -0289 65��� ®� �5�1�� Inc. Eugene Of Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Structural Steel Client: KG INVESTMENT MANAGEMENT LLC - KYLE LATTA Project: HORIBA STEC @ SCHOLLS BUSINESS CENTER - COLUMN RELOCATION CTI Job #: T1003597. Address: 10110 SW NIMBUS AVE /SUITE B11 TIGARD OR Jurisdiction: TIGARD CTI representative R. CANALES WABO 01419 /OBOA 637/WABO SI 01419 was on site this date Dec. 17, 2010 to perform Special Inspection for: Permit BUP2010 -00257 DFS #(s) PO Number: SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations (floors) and drawing details]: 1. Checked in with superintendent, client or shop rep. Name: TY VISUAL INSPECTION OF COMPLETED 3/16" FILLET WELDS Company: WRIGHT MANUFACTURING ON PCMK #S 1B, (2) 2A PER STRUCTURAL DETAIL 1 /SK2 COMPLETED. THE WORK DONE CONFORMS TO ENG DETAILS 2. Inspection ection was "IBC" Continuous © Periodic A ND THE VISUAL ACCEPTANCE CRITERIA OF AWS D_ , p TH r ^ r FP ,S �.� 3. Work performed: fl In the field el At fab shop TABLE 6. 1 WRIGHT MANUFACTURING 4. If shop inspection do they have fabrication and QC procedures? ® Yes ❑ No N/A INSPECTION Yes NoN /A 1. Reviewed previous inspection reports? 2. Verified steel materials are in compliance by reviewing random samples of the mill test reports, steel ID X markings or other documentation. 3. Verified weld filler materials conform. 4. Checked steel members to see they were fabricated and erected in accordance with the workmanship and X tolerances required. 5. Checked welded studs and structural connections were REPORT S>LTMIVIAR�' installed as required. X 6. Verified high strength bolts and fasteners conform. X 1. Work inspected was: Completed In progress 7. Verified the quality of welds produced by welders, 2. Completed work inspected was in compliance with welding operators, and tackers conform. X p p P 8. Verified steel frame joint details for bracing, stiffening. © Approved plans and specifications ❑ Shop drawings member locations, and application of joint details at each X RFI Design change 0 Submittal N/A connection are in compliance by random sampling. Document #(s) STRUCTURAL DRAWNG Dated: 12/06/2010 WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: CURRENT CERTIFICATION ON FILE following page(s). 0 � Yes I x N/A Certification #: AT SHOP OFFICE 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). Yes ❑ No ® N/A 1. Verified the contractor's Welding Procedure C onform Remain in progress Specifications are in conformance with X p AWS requirements. 2. Verified the essential variables outlined in the Report(s) findings were discussed and left with Welding Procedure Specifications were TY employed during execution of the work. of WRIGHT MANUFACTURING 3. Verified the weldability of reinforcing steel Based on the Code. approval is required from the Building Official before the other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing has no authority to direct work of contractors or subcontractors. See additional report page(s). Distribute attachments. Page 1 of 1 Daily Report of Structural Steel For: 12/17/2010 CFI Job #: T1003597. Project: HORIBA STEC @ SCHOLLS BUSINESS CENTER - COLUMN RELOCATION Notes: In some cases more than one box may be checked for a given item on the front page. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in fi without prior authorization from this office. Under all circumstances, the information contained in this report is provided subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the infoiuiation contained in this document. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Reviewed By: Neil Shannon Review Date: 12/27/2010 RC /KAR KG INVESTMENT MANAGEMENT LLC - KYLE LATTA TO: CITY OF TIGARD BUILDING DIVISION - DAN NELSON T M RIPPEY CONSULTING ENGINEERS - RALPH TURNBAUGH ANKROM MOIS_AN ASSOCIATED ARCHITECTS - JILL SABIN GUILD CONSTRUCTION INC Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 ° ugene Office (541) 345 -0289 Carlson ��5�1�� Inc6.o Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 Daily Report of Structural Steel Client: KG INVESTMENT MANAGEMENT LLC - KYLE LATTA Project: HORIBA STEC @ SCHOLLS BUSINESS CENTER - COLUMN RELOCATION CTI Job #: T1003597. Address: 10110 SW NIMBUS AVE /SUITE B11 TIGARD OR Jurisdiction: TIGARD CTI representative R . BATY OBOA 411 was on site this date Dec. 23, 2010 to perform Special Inspection for: Permit BUP2010 -00257 DFS #(s) PO Number: SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations (floors) and drawing details]: • 1. Checked in with superintendent, client or shop rep. Name: JIMMY CTI REP MADE FINAL INSPECTION PER TIM RIPPEY Company: WRIGHT MANUFACTURING DRAWINGS. APPROVED BY CITY OF TIGARD 12/14/10. THIS WOULD SK2 AND SK3. 2. Inspection was "IBC" 0 Continuous © Periodic 3. Work performed: in In the field n At fab shop NOTE: THE SIMPSON STRONG BOLTS WERE NOT AVAILABLE TODAY. THE ANCHORING PER SK2 AND N2 WAS POSTPONED. 4. If shop inspection do they have fabrication and QC procedures? IT Yes 0 No © N/A INSPECTION Yes NoN /A 1. Reviewed previous inspection reports? 2. Verified steel materials are in compliance by reviewing random samples of the mill test reports, steel ID X . markings or other documentation. 3. Verified weld filler materials conform. X 4. Checked steel members to see they were fabricated and erected in accordance with the workmanship and X tolerances required. 5. Checked welded studs and structural connections were REPORT SUMMARY as required. x 6. Verified high strength bolts and fasteners conform. x 1. Work inspected was: ® Completed 0 In progress 7. Verified the quality of welds produced by welders, 2 Completed work inspected was in compliance with welding operators. and tackers conform. X p p p 8. Verified steel frame joint details for bracing, stiffening, 11 Approved plans and specifications Shop drawings member locations, and application of joint details at each X RFI Design change E Submittal n N/A connection are in compliance by random sampling. Document #(s) Dated: WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: PATRI LINDLEY following page(s). fl Yes ❑ No © N/A Certification #: C - 2866 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). 0 Yes D No © N/A 1. Verified the contractor's Welding Procedure Conform Remain in progress Specifications are in conformance with x p g AWS requirements. 2. Verified the essential variables outlined in the Report(s) findings were discussed and left with Welding Procedure Specifications were x JIMMY employed during execution of the work. of WRIGHT MANUFACTURING 3. Verified the weldability of reinforcing steel Based on the Code. approval is required from the Building Official before the other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing has no authority to direct work of contractors or subcontractors. See additional report page(s). 0 Distribute attachments. Page 1 of Daily Report of Structural Steel For: 12 / 2 3 / 2 o 10 CTI Job #: T1003597. Project: HORIBA STEC @ SCHOLLS BUSINESS CENTER - COLUMN RELOCATION Notes: In some cases more than one box may be checked for a given item on the front page. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in fi without prior authorization from this office. Under all circumstances, the information contained in this report is provided subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Reviewed By: Neil Shannon Review Date: 01/03/2011 RB /KAR KG INVESTMENT MANAGEMENT LLC - KYLE LATTA TO: CITY OF TIGARD BUILDING DIVISION - DAN NELSON T M RIPPEY CONSULTING ENGINEERS - RALPH TURNBAUGH ANKROM MOISAN ASSOCIATED ARCHITECTS - JILL SABIN GUILD CONSTRUCTION INC Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 C s� �+ Eugene Office (541) 345 -0289 a son Testing' Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Proprietary Anchors Client: KG INVESTMENT MANAGEMENT LLC - KYLE LATTA Project: HORIBA STEC @ SCROLLS BUSINESS CENTER - COLUMN RELOCATION CTI Job #: T1003597. Address: 10110 SW NIMBUS AVE /SUITE B11 TIGARD OR Jurisdiction: TIGARD CTI representative K. PARKIN OBOA 420 /WABO PAR 86 0560 was on site this date Dec. 27, 2 010 to perform Special Inspection for: Permit BUP2010 -00257 DFS #(s) PO Number: SCOPE OF INSPECTION' Location of proprietary anchors inspected [to include grid lines, elevations (floors) and drawing details]: 1. Checked in with superintendent or client representative. (2) 3/4" DIAMETER WEDGE ANCHORS FOR NEW COLUMN Name: ALEC PER 1 /SK2 OF APPROVED PLANS DATED 12/14/10 Company: GUILD CONSTRUCTION INC 2. Inspection was "IBC" ® Continuous Periodic PROPRIETARY ANCHORS Yes No N/A 1. Reviewed previous inspection reports? x 2. Reviewed evaluation report? x Verified following items meet manufacturer's REPORT SUMMARY published installation instructions. 3. Verified minimum embedment depth of the 1. Work inspected was: ® Completed 0 In progress anchors. x 4.Verified installation of the anchors. 2. Completed work inspected was in compliance with x ® Approved plans and specifications 0 Shop drawings 5. Verified anchor diameter. x 6. Verified steel grade. x RFI ❑ Design change 0 Submittal n N/A 7. Verified hole diameter. X Document #(s) Dated: 8. Verified type of drill bit used. x 9. Verified hole cleaning method. x 3. Noncompliance item(s) were noted this date, details on 10. Verified adhesive application. x ' following page(s). 0 Yes 0 No L N/A 11. Verified edge distance. x 4. Noncompliance item(s) were reinspected this date, details 12. Verified spacing. x on following page(s). Yes No N/A 13. Verified installation torque. ❑ Conform ❑ Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ESR -1771 ALEC (01/09/2008) of GUILD CONSTRUCTION INC Name of product being installed SIMPSON STRONG BOLT Batch Number Expiration Date Based on the Code, approval is required from the Building Official before the SPECIAL INSPECTED items noted above can be covered. Carlson Testing has no authority to direct work of contractors or subcontractors. See additional report page(s). 0 Distribute attachments. Page 1 of 1 Daily Report of Proprietary Anchors For: 12/27/2010 CTI Job #: T1003597 . Project: HORIBA STEC @ SCHOLLS BUSINESS CENTER - COLUMN RELOCATION Notes: In some cases more than one box may be checked for a given item on the front page. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in ft without prior authorization from this office. Under all circumstances, the information contained in this report is provided subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Reviewed By: Neil Shannon Review Date: 01/03/2011 KP /KAR KG INVESTMENT MANAGEMENT LLC - KYLE LATTA TO: CITY OF TIGARD BUILDING DIVISION - DAN NELSON T M RIPPEY CONSULTING ENGINEERS - RALPH TURNBAUGH ANKROM MOISAN ASSOCIATED ARCHITECTS - JILL SABIN GUILD CONSTRUCTION INC Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carls Testing, Inc. Eugene Office (541) 345 -0289 1111 Y16. Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 Special Inspection FINAL SUMMARY LETTER Date: January 17, 2011 Job #: T1003597 City of Tigard 13125 SW Hall Blvd Tigard, OR 97223 -8199 Attn: Building Department Re: Project Name: Horiba Stec @ Scholls Business Center — Column Relocation Address: 10110 SW Nimbus Ave / Suite B11 - Tigard, OR Permit #: BUP2010 -00257 Dear Sir or Madam: This is to certify that in accordance with Section 1704.1.2 of the International Building Code, we have performed special inspection of the following item(s) per our inspection reports only: Installation of Expansion Anchors Structural Steel All inspections and tests were performed and reported according to the requirements of Project Documents and, to the • best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Under all circumstances, the information contained in this report is provided subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Neil S. Shannon Project Manager NSS /rb cc: KG Investment Management LLC — Kyle Latta City of Tigard Building Division — Dan Nelson T M Rippey Consulting Engineers — Ralph Turnbaugh Ankrom Moisan Associated Architects — Jill Sabin Guild Construction Inc