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Report (17) Mahe Office sb,Ofce Bend Office 4060 Hodson St . NE Carlson Testing, In c 8430 SW Solenk 6 63rdOR977°S Rd41I Phone- /503) 68( -3160 Phone: (503) 389 -1151 3025 Photo: (511) 330 -9155 Fax .- 1503) 084 -0954 F 1503) 589 -1309 Fax /311) 330 -9163 Construction Materials Testing & Inspection Special Inspection FINAL SUMMARY LETTER September 23, 2010 T1002544 City of Tigard 13125 SW Hall Blvd Tigard, OR 97223 -8199 Attn: Building Department Re: TVF &R — Command & Business Operations Center (Phase III) 11945 SW 70 Avenue — Tigard, OR Permit# BUP2010 -00070 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: Reinforced Concrete Installation of Adhesive Anchors Installation of Expansion Anchors Installation of Wedge Anchors Installation of Screw Anchors Structural Steel Load Testing of Ceiling Wrer 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 a •` any further questions regarding this matter, please do not hesitate to contact this office. Resp- 'illy submitted, CARL `I- N TESTIN : , NC. Ja F. Hietpas P ct Manager /J7 s : Tualatin Valley Fire & Rescue — Siobhan Kirk siobhan. ki rk @tvfr. com KPFF — Ian Eikanas ian.eikanas@kpff.com PSE Architects — Nathan Junkert nathan@psearchs. com Howard S Wright Constructors — Jason Chupp chuppj@hswc. com Tualatin Valley Fire & Rescue — Greg Perry greg.perry@tvfr.com Tualatin Valley Fire & Rescue — Nancy Collins nancy.collins@tvft.com Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 c� 1� Eugene Office (541) 345 -0289 C arlson Testing, Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS Test Methods: ASTM C 39/C 172/C 1064/C 31 /C 143/C 231/C 1231 Date Molded: 07/27/2010 Date Received: 07/28/2010 Job Number: T1002544 . Permit #: BUP2010 -00070 Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF&R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD Contractor: HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP Subcontractor: Cast By: K . PARKIN Concrete Supplier: KNIFE RIVER Truck #: 395 Load #: 1 Ticket#: 3295842 Weather: CLEAR Test Time: Air Temp. at Sampling Time: 60 Cylinders were cast for the following locations: SAME AS BELOW Total Concrete Placement Location: GENERATOR ENCLOSURE EQUIPMENT PADS Strength Requirement: 4000 psi f c 28 Days Slump: 5.750" % Air: 1.40% Mix Number: 4OPGH2MO Conc. Temp: 75 Cement Type: Max Agg: 3 /4 Admix/Amt: POLYHEED Cubic Yards: 11 OF 15 Register Number: 0095755 Lab Location: TIGARD Set Test @ Test Total Avg. Area Unit Type Of Cap Tested No. Days Date Load Diameter PSI Fracture Type By 1 7 08/03/2010 55826 4.02 12.69 4400 3 PAD 60 JT 28 08/24/2010 28 08/24/2010 28 08/24/2010 n Distribute attachments. Average f @ 28 days Please see reverse side for additional information. Job Number: T1002544 . Register Number: 0095755 Date Molded: 07/27/2010 Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) < 1 in. [25 mm] /)\\\ .Y Type 1 Type 2 Type 3 Reasonable well - formed Well- Formed cone on one Columnar vertical cracking cones on both ends, less end, vertical cracks running through both ends, no than 1 in. [25 mm] of through caps, no well - defined well - formed cones cracking through caps cone on other end Type 4 Type 5 Type 6 Diagonal fracture with Side fractures at top or Similar to Type 5 but no cracking through bottom (occur commonly end of cylinder is pointed ends; tap with hammer to with unbonded caps) distinguish from Type 1 Asterisked ( *) average unit PSI test results did not meet listed acceptance criteria. Remarks: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Project Manager: JAMES F. HIETPAS Reviewed By: Ty Toiler On 08/04/2010 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. Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carlson T p 1 • Eugene Office (541)345 -0289 1 i.��i��.� 11�• Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Structural Steel Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative R. CANALES WABO 01419 /OBOA 637 /WABO SI 01419 was on site this date Aug. 02, 2 010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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: JOSH CONTINUOUS VISUAL INSPECTION OF FLARE BEVEL COm ari INS TA FAB GROOVE WELDING ON (2) FRAMES 3H,3K- COMPLETED. P y 2. Inspection was "IBC" © Continuous El Periodic PERIODIC VISUAL INSPECITON OF FILLET WELDS ON 3. Work performed: 0 In the field © At fab shop FRAME #S: 3H,3K INSTA FAB BEAM #S: (3)4A,(2)4B,(2)4C COLUMN #S: 5A, 5B, 6A,6B,7A,7B,8A,8B,9A,9B,10A,10B 4. If shop inspection do they have fabrication and QC COMPLETED PER STRUCTURAL DETAILS ON 3/S7.1 AND procedures? © Yes 0 No 0 N/A DETAIL ON S7.2. THE WORK DONE CONFORMS TO ENGINEER DETAILS AND THE VISUAL ACCEPTANCE INSPECTION CRITERIA OF AWS D1.1, TABLE 6.1. Yes NoN /A I. 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 installed as required. X 6. Verified high strength bolts and fasteners conform. X 1. Work inspected was: © Completed n In progress 7. Verified the quality of welds produced by welders, welding operators, and tackers conform. X 2. Completed work inspected was in compliance with 8. Verified steel frame joint details for bracing, stiffening, © Approved plans and specifications © Shop drawings member locations, and application of joint details a at each X RFI Design change Submittal N/A connection are in compliance by random samplin Document #(s) STRUCT DRAWINGS Dated: 4/2/10 WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: CURRENT CERTS ON FILE AT SHOP OFFICE following page(s). 0 Yes fl No © N/A Certification #: 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). E Yes n No © N/A 1. Verified the contractor's Welding Procedure n Conform Remain in progress Specifications are in conformance with X AWS requirements. 2. Verified the essential variables outlined in the Report(s) findings were discussed and left with Welding Procedure Specifications were X JOSH employed during execution of the work. o f INSTA - FAB 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. 0 See additional report page(s). ❑ Distribute attachments. Page 1 of Daily Report of Structural Steel For: 08/02/2010 CTI Job #: T1002544 . Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 08/03/2010 RC /KA TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG. PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330-9155 Geotechnical Office (503) 601 -8250 Carls Testing, Inc Eugene Office (541) 345 -0289 �1 �� ®� 1 O.S�IlA�� 1• Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Structural Steel Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative D. LOFTESNESS OBOA 809 /WABO SI 01507 was on site this date Auq . 03 , 2010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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: CHRIS EXAMINED COMPLETED DECK AND STUD ATTACHMENT Company: INSTA FAB WELDING FOR THE SOUTH CANOPY /BALCONY AT THE SECOND FLOOR LEVEL. WELDING AND SIDE LAP 2. Inspection was "IBC" ❑ Continuous © Periodic CONNECTIONS WERE COMPLETED AND APPEAR TO CONFORM 3. Work performed: © In the field n At fab shop WITH DETAIL 2/S7.3 AND AN EMAIL FROM IAN EIKANA TO JIM PICKERING (7/27/10) AT 2:38 P.M. REGARDING TVF &R CBOC METAL DECK WELDING. 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 installed as required. x REPORT SUMMARY 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, 111 Approved plans and specifications Shop drawings member locations, and application of joint details at each X RFI Design change Submittal n N/A connection are in compliance by random sampling. Document #(s) sEE NARRATIVE Dated: WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: VERIFIED AND DOCUMENTS PREVIOUSLY following page(s). ❑ Yes © No n N/A Certification #: 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). ❑ Yes © No 0 N/A I . 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 CHRIS employed during execution of the work. o f INSTA - FAB 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. El See additional report page(s). Distribute attachments. Page 1 of 1 Daily Report of Structural Steel For: 08/03/2010 CTI Job #: T1002544. Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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 CTPs 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: James Hietpas Review Date: 08/05 /2010 DEL /KA TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carls • �y Inc Eugene Office (541) 345 -0289 ALi �S ®� ����lii� 10 Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Structural Steel Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative R. CANALES WABO 01419 /OBOA 637 /WABO SI 01419 was on site this date Aug. 03, 2010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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: JOSH CONTINUOUS VISUAL INSPECTION OF FLARE BEVEL Company: INSTA FAB GROOVE WELDING ON FRAME #S 11A, 12A, 13A PER STRUCTURAL DRAWINGS S7.1 AND APPROVED SHOP 2. Inspection was "IBC" © Continuous ❑ Periodic DRAWINGS WITH SAME #S- COMPLETED. 3. Work performed: n In the field © At fab shop INSTA FAB PERIODIC VISUAL INSPECTION OF FILLET WELDS ON SAME FRAMES- COMPLETED. THE WORK DONE CONFORMS TO 4. If shop inspection do they have fabrication and QC ENGINEER DETAILS AND THE VISUAL ACCEPTANCE procedures? © Yes No 0 N/A CRITERIA OF AWS D1.1, TABLE 6.1. INSPECTION Yes NoN /A I. 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 SUMMARY 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 comp liance with welding operators, and tackers conform. X p p p S. Verified steel frame joint details for bracing, stiffening, in Approved plans and specifications © Shop drawings member locations, and application of joint details at each X ❑ RFI Design change Submittal N/A connection are in compliance by random sampling. Document #(s) STRUCT DRAWINGS Dated: 4/2/10 WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: CURRENT CERTS ON FILE AT SHOP OFFICE following page(s). El Yes El No in N/A Certification #: 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). 0 Yes 0 No in N/A 1. Verified the contractor's Welding Procedure Specifications are in conformance with X 0 Conform 0 Remain in progress AWS requirements. 2. Verified the essential variables outlined in the Report(s) findings were discussed and left with Welding Procedure Specifications were X JOSH employed during execution of the work. of INSTA FAB 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. 0 See additional report page(s). 0 Distribute attachments. Page 1 of 1 Daily Report of Structural Steel For: 08/03/2010 CTI Job #: T1002544 . Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 08/05/2010 RC /KA TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carlson Testing, Eugene Office (541) 345 -0289 Inc. 1 Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS Test Methods: ASTM C 39/C 172/C 1064/C 31 /C 143/C 231/C 1231 Date Molded: 08/17/2010 Date Received: 08/18/2010 Job Number: T1002544. Permit #: BUP2010 -00070 Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF&R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD Contractor: HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP Subcontractor: Cast By: M. LARSON Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) - QUALITY CONTROL Truck #: 384 Load #: 1 Ticket #: 3610210 Weather: CLEAR /WARM Test Time: 9:00 AM Air Temp. at Sampling Time: 65 Cylinders were cast for the following locations: SAME AS BELOW Total Concrete Placement Location: WALLS AROUND GENERATOR ENCLOSURE, DECK C -C.6 OUTSIDE 1 LINE Strength Requirement: 4000 psi f c@ 28 Days Slump: 5.000" % Air: 5.10% Mix Number: 40N17200 Conc. Temp: 81 Cement Type: Max Agg: 3 /4 " Admix/Amt: AEA, FIBER, AND FLYASH Cubic Yards: 9 OF 9 Register Number: 0096010 Lab Location: TIGARD Set Test @ Test Total Avg. Area Unit Type Of Cap Tested No. Days Date Load Diameter PSI Fracture Type By I 7 08/24/2010 44982 4.01 12.62 3560 3 PAD 60 JT 28 09/14/2010 28 09/14/2010 28 09/14/2010 ❑ Distribute attachments. Average f c @ 28 days Please see reverse side for additional information. Job Number: T1002544 . Register Number: 0096010 Date Molded: 08/17/2010 Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 4 < 1 in. [25 mm] )\- l 111 Type 1 Type 2 Type 3 Reasonable well - formed Well- Formed cone on one Columnar vertical cracking cones on both ends, less end, vertical cracks running through both ends, no than 1 in. [25 mm] of through caps, no well - defined well - formed cones cracking through caps cone on other end Type 4 Type 5 Type 6 Diagonal fracture with Side fractures at top or Similar to Type 5 but no cracking through bottom (occur commonly nd of cylinder is pointed ends; tap with hammer to with unbonded caps) distinguish from Type 1 Asterisked ( *) average unit PSI test results did not meet listed acceptance criteria. Remarks: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Project Manager: JAMES F. HIETPAS Reviewed By: Ty Toiler On 08/25/2010 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. Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carls ®fir ¢7 �y Eugene Office (541) 345 -0289 61i �S ®� �d.�71 iHl� ���• Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Proprietary Anchors Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative K. PARKIN OBOA 420 /WABO PAR 86 0560 was on site this date Aug. 10, 2010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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. 1ST AND 2ND FLOORS SEISMIC BRACING FOR Name: TY EXISTING SPRINKLER PIPE PER CITY APPROVED Company: PROFESSIONAL FIRE SYSTEMS DRAWINGS DATED 05/17/10. VERIFIED PLACEMENT OF 2. Inspection was "IBC" I=1 Continuous © Periodic PIPE SWAY BRACING AND BRANCH LINE RESTRAINT WIRES. CONTRACTOR ALSO PROVIDED MATERIAL CERTIFICATION FOR #12 440 -LB WIRE USED IN PROPRIETARY ANCHORS BRANCH RESTRAINTS. Yes NoN /A 1. Reviewed previous inspection reports? X 2. Reviewed evaluation report? Verified following items meet manufacturer's REPORT SUMMARY published installation instructions. 3. Verified minimum embedment depth of the 1. Work inspected was: © Completed ❑ In progress anchors. X 4.Verified installation of the anchors. 2. Completed work inspected was in compliance with X © Approved plans and specifications ❑ Shop drawings 5. Verified anchor diameter. X 6. Verified steel grade. RFI ❑ Design change Submittal 0 N/A 7. Verified hole diameter. X Document #(s) 20104 Dated: 05-17-10 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). ❑ Yes ❑ No N/A 11. Verified edge distance. X 4. Noncompliance item(s) were reinspected this date, details 12. Verified spacing. on following page(s). ❑ Yes No ® N/A 13. Verified installation torque. X El Conform 0 Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with N/A TY of PROFESSIONAL FIRE SYSTEMS Name of product being installed N/A Batch Number N/A 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). ❑ Distribute attachments. Page 1 of 1 Daily Report of Proprietary Anchors For: 08/10/2010 CTI Job #: T1002544. Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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. James Hietpas Reviewed By: Steven W Leach Project Manager Review Date: 08/25/2010 KP /CK TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 s� Inc. Geotechnical Office (503) 601 -8250 Carlson Testing, c Eugene Office (541) 345-0289 Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS Test Methods: ASTM C 39/C 172/C 1064/C 31 /C 143/C 231/C 1231 Date Molded: 07/27/2010 Date Received: 07/28/2010 Job Number: T1002544 . Permit #: BUP2 010 - 0 0 0 7 0 Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF&R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD Contractor: HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP Subcontractor: Cast By: K. PARKIN Concrete Supplier: KNIFE RIVER Truck #: 395 Load #: 1 Ticket #: 3295842 Weather: CLEAR Test Time: Air Temp. at Sampling Time: 60 Cylinders were cast for the following locations: SAME AS BELOW Total Concrete Placement Location: GENERATOR ENCLOSURE EQUIPMENT PADS Strength Requirement: 4000 psi f c@ 28 Days Slump: 5.750" % Air: 1.4096. Mix Number: 40 PGH2MO Conc. Temp: 75 Cement Type: Max Agg: 3 /4 " Admix/Amt: POLYHEED Cubic Yards: 11 OF 15 Register Number: 0095755 Lab Location: TIGARD Set Test @ Test Total Avg. Area Unit Type Of Cap Tested No. Days Date Load Diameter PSI Fracture Type By 1 7 08/03/2010 55826 4.02 12.69 4400 3 PAD 60 JT 28 08/24/2010 75723 4.01 12.62 6000 4 PAD 60 JT 28 08/24/2010 78081 4.01 12.62 6190 3 PAD 60 JT 28 08/24/2010 73997 4.01 12.62 5860 3 PAD 60 JT 0 Distribute attachments. Average f c @ 28 days 6020 Please see reverse side for additional information. Job Number: T1002544 . Register Number: 0095755 Date Molded: 07/27/2010 Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) < 1 in. [25 mm] !).\\' 'j \'' Type I Type 2 Type 3 Reasonable well - formed Well- Formed cone on one Columnar vertical cracking cones on both ends, less end, vertical cracks running through both ends, no than 1 in. [25 mm] of through caps, no well - defined well - formed cones cracking through caps cone on other end fl \ Type 4 Type 5 Type 6 Diagonal fracture with Side fractures at top or Similar to Type 5 but no cracking through bottom (occur commonly end of cylinder is pointed ends; tap with hammer to with unbonded caps) distinguish from Type 1 Asterisked ( *) average unit PSI test results did not meet listed acceptance criteria. Remarks: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Project Manager: JAMES F. HIETPAS Reviewed By: Ty Toiler On 08/25/2010 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. Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carlson Testing Inc. Eugene Office (541) 345 -0289 9 Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 August 24, 2010 T1002544 Permit No. BUP2010 -00070 P.O. No. P18677 FIELD INSPECTION REPORT DATES COVERED: August 24, 2010 PROJECT: TV &R — Command & Business Operations Center (Phase III) ADDRESS: 11945 SW 70 Avenue — Tigard, OR INSPECTOR: Mark Powlison NCL UPDATE This CTI representative has reviewed the memo from CIDA Inc dated 08/23/10. Per the information received, CTI is removing NCL item #8. 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. -gr James F. Hietpas Project Manager MP /ks cc: Tualatin Valley Fire & Rescue — Siobhan Kirk mail / siobhan.kirk @tvfr.com City of Tigard Building Division KPFF — Ian Eikanas ian.eikanas @kpff.com PSE Architects — Nathan Junkert nathan @psearchs.com Howard S Wright Constructors — Jason Chupp chuppj@hswc.com Tualatin Valley Fire & Rescue — Greg Perry greg.perry @tvfr.com Tualatin Valley Fire & Rescue — Nancy Collins nancy.collins @tvfr.com Carlson Testing, Inc. Incompleted Items List (NCL) Aug 24, 2010 'F 1002544. Project Name: TVF &R — COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Project Address: 11945 SW 70TH AVENUE TIGARD OR Permit No: BUP2010 -00070 P.O. No: P18677 Project Manager: JAMES F. HIETPAS Item 0 Insp. Date Item Description Compliance CFI Sign -Off Date Corrected 1 GF 07/15/2010 WORK PERFORMED DOES NOT MATCH PLANS. CONTRACTOR STATED THAT HE HAS A VERBAL APPROVAL FROM THE ENGINEER OF RECORD TO PLACE DOWELS IN LIEU OF CONTINUOUS REBAR BETWEEN FOOTINGS AS SHOWN ON S7.1/3 AND 4. WILL NEED WRITTEN APPROVAL FROM ENGINEER FOR AS —BUILT CONDITION. 2 GF 08/05/2010 APPROVED DEFERRED SUBMITTAL NOT ONSITE. 3 GF 08/05/2010 WORK PERFORMED FROM NON — APPROVED DRAWINGS. 4 DEL 08/11/2010 ALL WELDING COMPLETED THIS DATE, WELDER WAS NOT ONSITE. FILLER METAL VERIFICATION NOT COMPLETED. 5 DEL 08 /11/2010 WELDING PROCEDURE WAS NOT AVAILABLE ONSITE THIS DATE FOR REVIEW. WELDING PERFORMED WAS FILLET LAP CONNECTION PER AWS D1.3. 6 DEL 08/11/2010 WELDER CERTIFICATION WAS NOT ONSITE. WELDER WAS TROY ROSE PER BOB WITH AMERICAN HEATING. WELDING PERFORMED WAS FILLET LAP CONNECTION PER AWS D1.3. 7 DEL 08/11/2010 ANCHORS WERE INSTALLED THIS DATE WITHOUT CONTINUOUS INSPECTION, AS CALLED FOR IN THE SPECIAL INSPECTION MATRIX OF THE STRUCTURAL PLANS. CC :TUALATIN VALLEY FIRE & RESCUE — SIOBHAN KIRK CITY OF TIGARD BUILDING DIVISION KPFF — IAN EIKANAS FSE ARCHITECTS — NATHAN JUNKERT HOWARD S WRIGHT CONSTRUCTORS — JASON CHURL TUALATIN VALLEY FIRE & RESCUE — GREG PERRY INSTA —FAB CO INC — BRUCE PERKINS TUALATIN VALLEY FIRE & RESCUE — NANCY COLLINS Page: 1 Carlson Testing, Inc. Incompleted Items List (NCL) Aug 24, 2010 T 1002544. Project Name: TVF &R — COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Project Address: 11945 SW 70TH AVENUE TIGARD OR Permit No: BUP2010 -00070 P.O. No: P18677 Project Manager: JAMES F. HIETPAS Item # Insp. Date Item Description Compliance C Sign -Off Date CH Corrected 7 CONTINUED 1) HOLE CLEANING COULD NOT BE VERIFIED. 2) EMBEDMENT DEPTH COULD NOT BE VERIFIED. 3) MAXIMUM INSTALLATION TORQUE COULD NOT BE VERIFIED. 8 DEL 08/11/2010 POWERS WEDGE BOLT -t- WAS SUBSTITUTED FOR THE PER MEMO FROM CIDA INC MARK R. POWLISON 08/24/2010 SIMPSON TITEN HD ANCHORS CALLED FOR IN THE DATED 08/23/10, THIS DETAIL. SUBSTITUTION IS ACCEPTABLE. • CC: TUALATIN VALLEY FIRE & RESCUE — SIOBHAN KIRK CITY OF TIGARD BUILDING DIVISION KPFF — IAN EIKANAS PSE ARCHITECTS — NATHAN 3UNKERT HOWARD S WRIGHT CONSTRUCTORS — JASON CHUPP TUALATIN VALLEY FIRE & RESCUE — GREG PERRY INSTA —FAB CO INC — BRUCE PERKINS TUALATIN VALLEY FIRE & RESCUE — NANCY COLLINS Page: 2 Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carls Testing, Inc. Eugene Office (541) 345 -0289 r Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS TestMethods: ASTM C 39/C 172/C 1064/C 31 /C 143/C 231/C 1231 Date Molded: 07/19/2010 Date Received: 07/20/2010 Job Number: T1002544 . Permit #: BUP2 010 - 0 0 0 7 0 Cli TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF&R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD Contractor: HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP Subcontractor: Cast By: G . WATSON Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) - QUALITY CONTROL Truck #: 392 Load #: 1 Ticket#: 3295693 Weather: CLOUDY Test Time: 6 : 53 AM Air Temp. at Sampling Time: 54 Cylinders were cast for the following locations: NORTH SECTOR GENERATOR SLAB Total Concrete Placement Location: GENERATOR SLAB Strength Requirement: 4000 psi f c 28 Days Slump: 4 .7 5 0" % Air: 1.4096 Mix Number: 4 0 PGHZMO Conc. Temp: 71 Cement Type: Max Agg: 3 / 4 " Admix/Amt: POLYHEED 446OZ Cubic Yards: 11 Register Number: 0095659 Lab Location: TIGARD Set Test @ Test Total Avg. Area Unit Type Of Cap Tested No. Days Date Load Diameter PSI Fracture Type By I 7 07/26/2010 58180 4.01 12.62 4610 1 PAD 60 JT 28 08/16/2010 75993 4.02 12.69 5990 3 PAD 60 JT 28 08/16/2010 74573 4.02 12.69 5880 4 PAD 60 JT 28 08/16/2010 76308 4.02 12.69 6010 3 PAD 60 JT ❑ Distribute attachments. Average t'c @ 28 days 5960 Please see reverse side for additional information. Job Number: T1002544 . Register Number: 0095659 Date Molded: 07/19/2010 Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) < 1 in. [25 mm] )\\\ Type l Type 2 Type 3 Reasonable well - formed Well- Formed cone on one Columnar vertical cracking cones on both ends, less end, vertical cracks running through both ends, no than 1 in. [25 mm] of through caps, no well - defined well - formed cones cracking through caps cone on other end f Type 4 Type 5 Type 6 Diagonal fracture with Side fractures at top or Similar to Type 5 but no cracking through bottom (occur commonly end of cylinder is pointed ends; tap with hammer to with unbonded caps) distinguish from Type 1 Asterisked ( *) average unit PSI test results did not meet listed acceptance criteria. Remarks: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Project Manager: JAMES F. HIETPAS Reviewed By: Ty Toiler On 08/17/2010 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. Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carls 71 Testing, Office (541) 345 -0289 on Testing, Inc. Salem Office (503) 589-1252 Tigard Office (503) 684 -3460 Daily Report of Proprietary Anchors Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative D. LOFTESNESS OBOA 8 0 9/ WABO SI 01507 was on site this date Auq . 11, 2010 to perform Special Inspection for: Permit BUP2010 -00070 DES #(s) PO Number: P18677 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. CTI INSPECTED THE FOLLOWING: Name: BOB 1) EXAMINED COMPLETED ROOF TOP MECHANICAL UNIT Company: AMERICAN HEATING ISOLATION CURB SHEET METAL TO STRUCTURAL ROOF 2. IIlSpeCtlOn was "IBC" Continuous © Periodic CURB ANCHOR PLACEMENT FOR CONFORMANCE TO DETAIL 3 /SK OUT OF THE STRUTUAL CALCULATIONS DATED 08/06/2010. PROPRIETARY ANCHORS 2) 1/2" X 5" ANCHORS WERE INSTALLED ON THE SOUTH Yes No N/A AND WEST SIDE OF THE MECHANICAL UNIT CURB MOUNT. * ** CONTINUED ON BACK * ** 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 ❑ In progress anchors. x 2. Completed work inspected was not in compliance with 4.Verified installation of the anchors. X 5. Verified anchor diameter. © Approved plans and specifications ❑ Shop drawings X 6. Verified steel grade. X E RFI © Design change ❑ Submittal ❑ N/A 7. Verified hole diameter. X Document #(s) sEE NARRATIVE 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). ® Yes ❑ No 0 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. X 0 Conform El Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ESR 2526 (07/01/2010) TYLER of HOWARD S WRIGHT Name of product being installed POWERS WEDGE BOLT Batch Number N/A Expiration Date N/A 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). ❑ Distribute attachments. Page 1 of 2 t'- Daily Report of Proprietary Anchors For: 08/11/2010 CTI Job #: T1002544 . Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Notes: * ** CONTINUED * ** A) THE INSTALLATION MET THE REQUIREMENTS OF THE ICC -ES REPROT FOR THE PRODUCT USED AND THE DETAIL, AS FAR AS EMBEDMENT DEPTH, SPACING AND EDGE DISTANCE WITH THE FOLLOWING EXCEPTIONS. - NCL ITEM 7: ANCHORS WERE INSTALLED WITHOUT BENEFIT OF CONTINUOUS INSPECTION AS CALLED FOR IN THE STRUCTURAL PLANS. 1) HOLE CLEANING COULD NOT BE VERIFIED. 2) EMBEDMENT DEPTH COULD NOT BE VERIFIED - BOB WITH AMERICAN HEATING STATED THAT (3) OF THE ANCHORS COULD NOT BE INSTALLED TO THE EMBEDMENT DEPTH OF 4" PER THE DETAIL AND HAD TO BE CUT SHORT (APPROXIMATELY 3- 1/2 "), HOWEVER, 5" ANCHORS WERE USED IN ALL OTHER LOCATIONS. 3) MAXIMUM INSTALLATION TORQUE COULD NOT BE VERIFIED. - NCL ITEM 8: POWERS WEDGE BOLT+ WAS SUBSTITUTED FOR SIMPSON TITEN HD ANCHORS AS PER DETAIL. 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: James Hietpas Review Date: 08/19/2010 DEL /KS TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Carlson Testing, Inc. lncompleted Items List (NCL) Aug 20, 2010 TI002544. Project Name: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Project Address: 11945 SW 70TH AVENUE TIGARD OR Permit No: BUP2010 -00070 P.O. No: P18677 Project Manager: JAMES F. HIETPAS Item # Insp. Date Item Description Compliance CTI Sign -Off Date Corrected 7 DEL 08/11/2010 ANCHORS WERE INSTALLED THIS DATE WITHOUT CONTINUOUS INSPECTION, AS CALLED FOR IN THE SPECIAL INSPECTION MATRIX OF THE STRUCTURAL PLANS. 1) HOLE CLEANING COULD NOT BE VERIFIED. 2) EMBEDMENT DEPTH COULD NOT BE VERIFIED. 3) MAXIMUM INSTALLATION TORQUE COULD NOT BE VERIFIED. 8 DEL 08/11/2010 POWERS WEDGE BOLT+ WAS SUBSTITUTED FOR THE SIMPSON TITEN HD ANCHORS CALLED FOR IN THE DETAIL. TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK TO:CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS PSE ARCHITECTS - NATHAN JUNKERT HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP TUALATIN VALLEY FIRE & RESCUE - GREG PERRY INSTA -FAB CO INC - BRUCE PERKINS TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS Page: 1 Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carls Testing, Inc Eugene Office (541) 345 -0289 GOi ��o� �0. ��1�� 1• Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Structural Steel Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative D. LOFTESNESS OBOA 809 /WABO S I 01507 was on site this date Aug. 11, 2010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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: BOB CTI ONSITE FOR THE FOLLOWING: Company: AMERICAN HEATING 1) EXAMINED COMPLETED ROOF TOP MECHANICAL UNIT 2. Inspection was "IBC" 0 Continuous © Periodic ISOLATION CURB SHEET METAL TO STRUCTURAL ROOF 3. Work performed: © In the field El At fab shop CURB WELDING FOR CONFORMANCE TO DETAIL 4 /SK IN THE STRUCTURAL CALCULATIONS DATED 08/06/10 AND AWS D1.3. 4. If shop inspection do they have fabrication and QC A) WELDING WAS COMPLETED AND APPEARS TO MEET THE procedures? 0 Yes No © N/A REQUIREMENTS OF THE DETAIL AND AWS D1.3 FOR WORKMANSHIP. INSPECTION - THE NORTH AND EAST SIDES OF THE MECHANICAL Yes NoN /A 1. Reviewed previous inspection reports? UNIT MOUNT WERE WELDED. '? 2. Verified steel materials are in compliance by reviewing - THE SOUTH AND WEST SIDES WERE ATTACHED WITH random samples of the mill test reports, steel ID X ANCHORS . markings or other documentation. B) NOTES : 3. Verified weld filler materials conform. X - ALL WELDING COMPLETED, WELDER WAS NOT ON- 4. Checked steel members to see they were fabricated and SITE. erected in accordance with the workmanship and X tolerances required. ** CONTINUED ON BACK ** 5. Checked welded studs and structural connections were REPORT SUMMARY 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, welding operators, and tackers conform. 2. Completed work inspected was not in compliance with X 8. Verified steel frame joint details for bracing, stiffening, © Approved plans and specifications El Shop drawings member locations, and application of joint details at each X El RFI Design change El Submittal El 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: TROY ROSE following page(s). ® Yes No 0 N/A Certification #: NO CERTIFICATION ONSITE FOR REVIEW 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). E Yes ❑ No © N/A 1. Verified the contractor's Welding Procedure Conform Remain in progress Specifications are in conformance with X AVVS requirements. 2. Verified the essential variables outlined in the Report(s) findings were discussed and left with Welding Procedure Specifications were X TYLER employed during execution of the work. o f HOWARD S WRIGHT 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. 0 See additional report page(s). ❑ Distribute attachments. Page 1 of 2 Daily Report of Structural Steel For: OS/11/2010 CTI Job #: T1002544. Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Notes: * ** CONTINUED * ** NCL ITEM #4: FILLER METAL VERIFICATION WAS NOT COMPLETED. NCL ITEM #5: WELDING PROCEDURE NOT AVAILABLE ONSITE FOR REVIEW. NCL ITEM #6: WELDER CERTIFICATION WAS NOT AVAILABLE FOR VERIFICATION. WELDER WAS TROY ROSE PER BOB WITH AMERICAN HEATING. 2) THE ITEMS LISTED IN THE ABOVE NOTES ARE NON - COMFORMING ITEMS PENDING VERIFICATION. 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: James Hietpas Review Date: 08/19/2010 DEL /KS TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Carlson Testing, Inc. Incompleted Items List (NCL) Aug 20, 2010 T1002544. Project Name: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Project Address: 11945 SW 70TH AVENUE TIGARD OR Permit No: BUP2010 -00070 P N P18677 Project Manager: JAMES F. HIETPAS Item # Insp. Date Item Description Compliance CT1 Sign -Off Date Corrected 4 DEL 08/11/2010 ALL WELDING COMPLETED THIS DATE, WELDER WAS NOT ONSITE. FILLER METAL VERIFICATION NOT COMPLETED. 5 DEL 08/11/2010 WELDING PROCEDURE WAS NOT AVAILABLE ONSITE THIS DATE FOR REVIEW. WELDING PERFORMED WAS FILLET LAP CONNECTION PER AWS D1.3. 6 DEL 08/11/2010 WELDER CERTIFICATION WAS NOT ONSITE. WELDER WAS TROY ROSE PER BOB WITH AMERICAN HEATING. WELDING PERFORMED WAS FILLET LAP CONNECTION PER AWS D1.3. TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK TO :CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS PSE ARCHITECTS - NATHAN JUNKERT HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP TUALATIN VALLEY FIRE & RESCUE - GREG PERRY INSTA -FAB CO INC - BRUCE PERKINS TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS Page: 1 Carlson Testing, Inc. Incompleted Items List (NCL) Aug 20, 2010 T1002544. Project Name: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Project Address: 11945 SW 70TH AVENUE TIGARD OR Permit No: BUP2010 -00070 P.O. No: P18677 Project Manager: JAMES F. HIETPAS Item # Insp. Date Item Description Compliance CTI Sign -Off Date Corrected 1 GF 07/15/2010 WORK PERFORMED DOES NOT MATCH PLANS. CONTRACTOR STATED THAT HE HAS A VERBAL APPROVAL FROM THE ENGINEER OF RECORD TO PLACE DOWELS IN LIEU OF CONTINUOUS REBAR BETWEEN FOOTINGS AS SHOWN ON S7.1/3 AND 4. WILL NEED WRITTEN APPROVAL FROM ENGINEER FOR AS -BUILT CONDITION. 2 GF 08/05/2010 APPROVED DEFERRED SUBMITTAL NOT ONSITE. 3 GF 08/05/2010 WORK PERFORMED FROM NON- APPROVED DRAWINGS. 4 DEL 08/11/2010 ALL WELDING COMPLETED THIS DATE, WELDER WAS NOT ONSITE. FILLER METAL VERIFICATION NOT COMPLETED. 5 DEL 08/11/2010 WELDING PROCEDURE WAS NOT AVAILABLE ONSITE THIS DATE FOR REVIEW. WELDING PERFORMED WAS FILLET LAP CONNECTION PER AWS D1.3. 6 DEL 08/11/2010 WELDER CERTIFICATION WAS NOT ONSITE. WELDER WAS TROY ROSE PER BOB WITH AMERICAN HEATING. WELDING PERFORMED WAS FILLET LAP CONNECTION PER AWS D1.3. 7 DEL 08/11/2010 ANCHORS WERE INSTALLED THIS DATE WITHOUT CONTINUOUS INSPECTION, AS CALLED FOR IN THE SPECIAL INSPECTION MATRIX OF THE STRUCTURAL PLANS. TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK TO :CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS PSE ARCHITECTS - NATHAN JUNKERT HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP TUALATIN VALLEY FIRE & RESCUE - GREG PERRY INSTA -FAB CO INC - BRUCE PERKINS TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS Page: 1 Carlson Testing, Inc. Incompleted Items List (NCL) Aug 20, 2010 '1'1002544. Project Name: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Project Address: 11945 SW 70TH AVENUE TIGARD OR Permit No: BUP2010 -00070 P.O. No: P18677 Project Manager: JAMES F. HIETPAS Item # Insp. Date Item Description Compliance CTI Sign -Off Date p• p Corrected 7 CONTINUED 1) HOLE CLEANING COULD NOT BE VERIFIED. 2) EMBEDMENT DEPTH COULD NOT BE VERIFIED. 3) MAXIMUM INSTALLATION TORQUE COULD NOT BE VERIFIED. 8 DEL 08/11/2010 POWERS WEDGE BOLT+ WAS SUBSTITUTED FOR THE SIMPSON TITEN HD ANCHORS CALLED FOR IN THE DETAIL. TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK TO :CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS PSE ARCHITECTS - NATHAN JUNKERT HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP TUALATIN VALLEY FIRE & RESCUE - GREG PERRY INSTA -FAB CO INC - BRUCE PERKINS TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS Page: 2 Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carls ®n Testing, Inc. Salem Office ce (541) 345 -0289 Salem Offi (503) 589 -1252 9 Tigard Office (503)684 -3460 Daily Report of Reinforced Concrete Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative M. LARSON OBOA 240 was on site this date Auq . 17, 2010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 SCOPE OF INSPECTION CONCRETE 1. Checked in with superintendent or client representative. 1. Mix Design approved? © Yes ❑ No ❑ N/A Name: TYLER Company: HOWARD S WRIGHT CONSTRUCTION CO 2. Monitored loads arriving at job site for correct: p Mix#: 40N17200 2. Type of work: © Concrete © Reinforcing Slump 5 % Air 1. 3. Work included: © Sampling © Inspection 3. Type of samples made? 4 x 8 CONCRETE CYLINDERS 4. Inspection was 'IBC' © Continuous 0 Periodic Number of sets 1 Samples per set 4 5. Work performed: © In the field ❑ At precast shop 4. Inspected placing and consolidation of approx. 9 cubic yards of concrete. REINFORCING Yes No N/A Location of concrete placement [to include grid lines, elevations (floors) and drawing details]: 1. Reviewed previous inspection reports? X 2. Forms clear of debris? X SAME AS REINFORCING 3. Type, grade, size, quantity, spacing and X condition conform? 4. Verified forms will nominally result in hardened concrete of the required x cross- sectional dimensions. 5. Verified location of reinforcing steel, pipes, conduits and sleeves with respect to X minimum concrete cover. 6. Verified type and location of splices, length After samples are tested, results will follow on break report. of contact laps, and min. diameter of bends. X REPORT SUMMARY 7. Verified support & anchorage of reinforcing steel in the forms. X 1. Work inspected was: ® Completed ❑ In progress 8. Verified structural embedments in the forms with regard to fabrication, quality and type. x 2. Completed work inspected was in compliance with 9. Verified structrual embedments in the forms ® Approved plans and specifications 0 Shop drawings with regard to weld inspection, quantity, and x RFI 0 Design change El Submittal N/A permits issued. 10. Verified cast in place anchors. x Document #(s) Dated: Description of structure inspected [to include grid lines, 3. Noncompliance item(s) were noted this date, details on elevations (floors) and drawing details]: following page(s). ❑ Yes ❑ No © N/A WALLS AROUND GENERATOR ENCLOSURE 4/S7.1. DECK, 4. Noncompliance item(s) were reinspected this date, details SECOND LEVEL C TO C.6 OUTSIDE OF 1 LINE. on following page(s). 0 Yes ❑ No ® N/A ❑ Conform 0 Remain in progress Report(s) findings were discussed and left with JOHN of HOWARD S WRIGHT CONSTRUCTION CO 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. 0 See additional report page(s). El Distribute attachments. Page 1 of 1 Daily Report of Reinforced Concrete For: 08/17/2010 CTI Job #: T1002544 . Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 08/19/2010 ML /KA TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Eugene Office (541) 345 -0289 Carlson Testing, Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Proprietary Anchors Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative G. FLEMING OBOA 814 was on site this date Auq . 05, 2 010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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. OBSERVED THE PRESENTS OF SEISMIC & STRUCTURAL Name: BOB ANCHORING PLACED PRIOR TO ARRIVAL FOR HVAC Company: AMERICAN HEATING DUCTING AT 1ST LEVE, GRID LINES 1- 7 /A -E. ANCHORS 2. Inspection was "IBC" n Continuous © Periodic ARE 12G WIRE, STRAPS, 3/8" DIAMETER SNAKET. ATTACHED AT SLAB ON METAL DECK AND TO STRUCTURAL ELEMENTS, OF THE TYPE & SPACING SPECIFIED PER PROPRIETARY ANCHORS S1.2, 1- 8/S1.3. 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 © Approved plans and specifications ❑ Shop drawings 5. Verified anchor diameter. x 6. Verified steel grade. ❑ RFI ❑ Design change ❑ Submittal LI N/A 7. Verified hole diameter. x Document #(s) Dated: 8. Verified type of drill bit used. 9. Verified hole cleaning method. 3. Noncompliance item(s) were noted this date, details on 10. Verified adhesive application. X following page(s). Yes 0 No ®N /A 11. Verified edge distance. 4. Noncompliance item(s) were reinspected this date, details 12. Verified spacing. on following page(s). Yes 0 No © N/A 13. Verified installation torque. x Conform 12 Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ESR -2272 / 09 -01 -09 JIM of HOWARD S WRIGHT Name of product being installed POWERS SNAKET 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. LI See additional report page(s). Distribute attachments. Page of Daily Report of Proprietary Anchors For: 08/05/2010 CTI Job #: T1002544 . Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 08/11/2010 GF /TF TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carlson Testing, Inc. Eugene Office (541) 345-0289 Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Proprietary Anchors Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative G. FLEMING OBOA 814 was on site this date Auq. 05, 2 010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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. OBSERVED PRESENTS OF ANCHORAGE PLACED FOR Name: KENT SEISMIC BRACING PRIOR TO ARRIVAL FOR CABLE TRAYS Company: EC AND CONTDUIT TRAPEZE RACKS @ 1ST LEVEL TO SLAB ON META DECK & STRUCTURAL ELEMENTS PER B42.0, 2. Inspection was "IBC" Continuous © Periodic B4.2, D5.2, B20, B20.B PER ISAT DRAWINGS. AT SLAB ON METAL DECK USDED 1/2 DIAMETER EXPANSION PROPRIETARY ANCHORS ANCHORS, 2 -5/8" EMBED, 40FT /LBS TORQUE Yes No N/A CONFIRMED. 1. Reviewed previous inspection reports? x 2. Reviewed evaluation report? Verified following items meet manufacturer's REPORT SUMMARY published installation instructions. 3. Verified minimum embedment depth of the 1. Work inspected was: © Completed ❑ In progress anchors. X 4.Verified installation of the anchors. 2. Completed work inspected was in compliance with X Approved plans and specifications El Shop drawings 5. Verified anchor diameter. X 6. Verified steel grade. - RFI 0 Design change ® Submittal ❑ 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). ❑ Yes 0 No ©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 fl No ® N/A 13. Verified installation torque. X Conform ❑ Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ESR -1917 / 09 -01 -07 JIM of HOWARD S WRIGHT Name of product being installed HILTI KB -TZ 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. El See additional report page(s). 0 Distribute attachments. Page of Daily Report of Proprietary Anchors For: 08/05/2010 CTI Job #: T1002544. Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 08/11/2010 GF /TF TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 . C a r l s ®n Testing Inc. Geotechnical Office (503) 601 -8250 Eugene Office (541) 345 -0289 Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 August 10, 2010 T1002544 Permit No. BUP2010 -00070 P.O. No. P18677 FIELD INSPECTION REPORT DATES COVERED: August 5, 2010 PROJECT: TV &R — Command & Business Operations Center (Phase III) ADDRESS: 11945 SW 70 Avenue — Tigard, OR INSPECTOR: Greg Fleming! OBOA #814 CEILING WIRES At the request of Brian Leymaster with Anning - Johnson Company, CTI representative performed load testing of 12g shot - in ceiling wires to SOMD on the 2 level of the building. CTI tested 5% of the wires, subjected to a vertical load of 250Ibs of tension for a minimum duration of 10 seconds without failure. Test performed per page 3 "Request for Special Inspection" item #2 of OSSC Section 1613.1 of the deferred submittal. NCL'S NOTED ON ATTACHED. *** CHECK ONE BOX ONLY *** YES NO 1. This is a preliminary inspection only. — OR — ❑ 2. The work inspected conforms to acceptance criteria listed above. If "No," the portions of the work that are non - conforming items are clearly stated above and ❑ will be added to the NCL. Remaining portions of the work, which are not preliminary in nature, are to be considered as conforming. 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 ny further questions regarding this matter, please do not hesitate to contact this office. Respectf , y submitted, CARLSI TESTIN ., NC. i' Ja ...- f F. Hietpas Proj * Manager G s cc Tualatin Valley Fire & Rescue — Siobhan Kirk mail / siobhan.kirk @tvfr.com City of Tigard Building Division KPFF — Ian Eikanas ian.eikanas @kpff.com PSE Architects — Nathan Junkert nathan@psearchs.com Howard S Wright Constructors — Jason Chupp chuppj @hswc.com Tualatin Valley Fire & Rescue — Greg Perry greg.perry @tvfr.com Tualatin Valley Fire & Rescue — Nancy Collins nancy.collins @tvfr.com Carlson Testing, Inc. Incompleted Items List (NCL) Aug 10, 2010 T1002544. ProlectName: TVF &R — COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Project Address: 11945 SW 70TH AVENUE TIGARD OR Permit No: BUP2010 -00070 P.O. No: P18677 Project Manager: JAMES F. HIETPAS Ite # Insp. Date Item Description Compliance CTI Sign -Off Date m Corrected 1 GF 07/15/2010 WORK PERFORMED DOES NOT MATCH PLANS. CONTRACTOR STATED THAT HE HAS A VERBAL APPROVAL FROM THE ENGINEER OF RECORD TO PLACE DOWELS IN LIEU OF CONTINUOUS REBAR BETWEEN FOOTINGS AS SHOWN ON S7.1/3 AND 4. WILL NEED WRITTEN APPROVAL FROM ENGINEER FOR AS —BUILT CONDITION. 2 GF 08/05/2010 APPROVED DEFERRED SUBMITTAL NOT ONSITE. 3 GF 08/05/2010 WORK PERFORMED FROM NON — APPROVED DRAWINGS. CC:TUALATIN VALLEY FIRE & RESCUE — SIOBHAN KIRK CITY OF TIGARD BUILDING DIVISION KPFF — IAN EIKANAS PSE ARCHITECTS — NATHAN JUNKERT HOWARD S WRIGHT CONSTRUCTORS — JASON CHUPP TUALATIN VALLEY FIRE & RESCUE — GREG PERRY INSTA —FAB CO INC — BRUCE PERKINS TUALATIN VALLEY FIRE & RESCUE — NANCY COLLINS Page: 1 Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 iYf Eugene Office (541) 345 -0289 Carlson Testing, g, Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Proprietary Anchors Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative R. BATY OBOA 411 was on site this date Aug . 20 , 2010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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. INSPECTED AND TORQUE TESTED THE FOLLOWING SHANNON Name: PREVIOUSLY INSTALLED 1/2" DIAMTER ANCHORS, FOR Company: EC COMPANY CABLE TRAYS AT SECOND LEVEL. THIS PER 1S AT 2. Inspection was "IBC" Continuous © Periodic DRAWINGS B42.2 AT GRIDS C/9.7 AND B.4/8; B20.2 AT GRID B.7/6 AND B20.2 AT B.2/6. ANCHORS TESTED TO 40 FT /LBS AND APPEARED TO HAVE 2 5/8" EMBED. 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: IN Completed ❑ 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 0 Design change 0 Submittal ❑ 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). Yes ❑ No E] 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 0 No ® N/A 13. Verified installation torque. x 0 Conform Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ESR 1917 (9/07) SHANNON of EC COMPANY Name of product being installed KBTZ 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). Distribute attachments. Page 1 of 1 Daily Report of Proprietary Anchors For: 08/20/2010 CTI Job #. T1002544. Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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. James Hietpas Reviewed By: Steven W Leach Project Manager Review Date: 08/30/2010 RB /KA TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL/SIOBHAN. KIRK@TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 s� C y Eugene Office (541) 345 -0289 Ca Testing, 1 esting, Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Proprietary Anchors Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative G. FLEMING OBOA 814 was on site this date Auq. 20, 2 010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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. OBSERVED THE PRESENCE OF SEISMIC AND STRUCTURAL Name: BOB SMITH ANCHORING FOR HVAC DUCTING PLACED PRIOR TO Company: AMERICAN HEATING ARRIVAL AT SECOND LEVEL, GRID LINES 1 -7, A -E. 2. Inspection was "IBC" n Continuous © Periodic ANHORS ARE lOG WIRE, 1" HANGER STRAP WITH 3/8" DIAMETER SNAKE +, CEILING ATTACHED TO SLAB ON METAL DECK AND STRUCTURAL ELEMENTS OF THE TYPE PROPRIETARY ANCHORS AND SPACING SPECIFIED PER S1.2, 1- 8/S1.3. 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 ❑ In progress anchors. x 4.Verified installation of the anchors. 2. Completed work inspected was in compliance with x © Approved plans and specifications D Shop drawings 5. Verified anchor diameter. x 6. Verified steel grade. x E RFI El Design change 0 Submittal fl 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). ❑ Yes No ® N/A 11. Verified edge distance. x 4. Noncompliance item(s) were reinspected this date, details 12. Verified spacing. x on following page(s). fl Yes ❑ No ® N/A 13. Verified installation torque. x ❑ Conform ❑ Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ESR 2272 (9/1/09) JIM of HOWARD S WRIGHT CONSTRUCTORS Name of product being installed POWERS SNAKE+ 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: 08/20/2010 CTI Job #: T1002544 . Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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. James Hietpas Reviewed By: Steven W Leach Project Manager Review Date: 08/30/2010 GF /KA TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Ca ri son Testing, Inc. em Ce 4 4 -0252 Tigard Office (503) 684 -3460 September 2, 2010 T1002544 Permit No. BUP2010 -00070 P.O. No. P18677 FIELD INSPECTION REPORT DATES COVERED: August 30, 2010 PROJECT: TV &R — Command & Business Operations Center (Phase III) ADDRESS: 11945 SW 70 Avenue — Tigard, OR INSPECTOR: Robert Baty/ OBOA #411 INSPECTION /NCL UPDATE This CTI representative visited the jobsite and met with Jim Pickering of Howard S Wright Constructors and the following was noted: 1. Met with Bob Smith of American Heating for inspection at level 3 duct support and seismic bracing. This was per detail 2 and 3/S1.3 using #10 and #12 SMS to roof ceiling or secured to structural steel. After some additional work, the above appeared to conform with the details. 2. Met with Ken of EC for inspection at level 3, reference ISAT drawing T2.3, Revision 2 (05/11/2010). This was for bracing on communication conduit rack, reference detail B44.2. The above appeared to meet the ISAT requirements. 3. Reviewed approved deferred submittal for access flooring and acoustical ceiling tile seismic calculations for Anning- Johnson Company. Also reviewed approved drawings with the drawings used for inspection dated 08/05/10. The above resolves NCL items 2 and 3. 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 -ny further questions regarding this matter, please do not hesitate to contact this office. Respec y submitted, CARL • TESTING, INC. Ja . -!SHietpas Pro' : ct Manager : ks • : Tualatin Valley Fire & Rescue — Siobhan Kirk mail siobhan.kirk@tyfr.com / City of Tigard Building Division KPFF — Ian Eikanas ian.eikanas @kpff.com PSE Architects — Nathan Junkert nathan @psearchs.com Howard S Wright Constructors — Jason Chupp chuppj @hswc. com Tualatin Valley Fire & Rescue — Greg Perry greg.perry@tyfr.com Tualatin Valley Fire & Rescue — Nancy Collins nancy.collins @tvfr.com • Carlson Testing, Inc. intwAtA =°. Incompleted Items List (NCL) Sep 02, 2010 a,, T1002544. Project Name: TVF &R — COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Project Address: 11945 SW 70TH AVENUE TIGARD OR Permit No: BUP2010 -00070 P No P18677 Project Manager: JAMES F. HIETPAS Compliance CI'I Sign -Off Date Item # Ins p. Date Item Description P Corrected 1 GF 07/15/2010 WORK PERFORMED DOES NOT MATCH PLANS. CONTRACTOR STATED THAT HE HAS A VERBAL APPROVAL FROM THE ENGINEER OF RECORD TO PLACE DOWELS IN LIEU OF CONTINUOUS REBAR BETWEEN FOOTINGS AS SHOWN ON S7.1/3 AND 4. WILL NEED WRITTEN APPROVAL FROM ENGINEER FOR AS —BUILT CONDITION. 2 GF 08/05/2010 APPROVED DEFERRED SUBMITTAL NOT ONSITE. CTI HAS REVIEWED R. BATY 08/30/2010 APPROVED DEFERRED SUBMITTAL AND IS ONSITE. 3 GF 08/05/2010 WORK PERFORMED FROM NON — APPROVED DRAWINGS. WORK PERFORMED CONFORMS R. BATY 08/30/2010 TO APPROVED PLANS, WHICH ARE NOW ONSITE. 4 DEL 08/11/2010 ALL WELDING COMPLETED THIS DATE, WELDER WAS NOT ONSITE. FILLER METAL VERIFICATION NOT COMPLETED. 5 DEL 08/11/2010 WELDING PROCEDURE WAS NOT AVAILABLE ONSITE THIS DATE FOR REVIEW. WELDING PERFORMED WAS FILLET LAP CONNECTION PER AWS D1.3. 6 DEL 08/11/2010 WELDER CERTIFICATION WAS NOT ONSITE. WELDER WAS TROY ROSE PER BOB WITH AMERICAN HEATING. WELDING PERFORMED WAS FILLET LAP CONNECTION PER AWS D1.3. CC:TUALATIN VALLEY FIRE & RESCUE — SIOBHAN KIRK CITY OF TIGARD BUILDING DIVISION KPFF — IAN EIKANAS PSE ARCHITECTS — NATHAN JUNKERT HOWARD S WRIGHT CONSTRUCTORS — JASON CHUPP TUALATIN VALLEY FIRE & RESCUE — GREG PERRY INSTA —FAB CO INC — BRUCE PERKINS Pagel TUALATIN VALLEY FIRE & RESCUE — NANCY COLLINS Carlson Testing, Inc. incompleted Items List (NCL) Sep 02, 2010 T1002544. Project Name: TVF &R — COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Project Address: 11945 SW 70TH AVENUE TIGARD OR Permit No: BUP2010 -00070 P.O. No: P18677 Project Manager: JAMES F. HIETPAS Item # Ins p. Date Item Description Compliance CTI Sign -Off Date ! p Corrected 7 DEL 08/11/2010 ANCHORS WERE INSTALLED THIS DATE WITHOUT POWERS ANCHORS ARE JAMES F. HIETPAS 09/01/2010 CONTINUOUS INSPECTION, AS CALLED FOR IN THE PERIODIC INSPECTION PER SPECIAL INSPECTION MATRIX OF THE STRUCTURAL ICC ESR. PLANS. 1) HOLE CLEANING COULD NOT BE VERIFIED. 2) EMBEDMENT DEPTH COULD NOT BE VERIFIED. 3) MAXIMUM INSTALLATION TORQUE COULD NOT BE VERIFIED. 8 DEL 08/11/2010 POWERS WEDGE BOLT+ WAS SUBSTITUTED FOR THE PER MEMO FROM CIDA INC MARK R. POWLISON 08/24/2010 SIMPSON TITEN HD ANCHORS CALLED FOR IN TEE DATED 08/23/10, THIS DETAIL. SUBSTITUTION IS ACCEPTABLE. CC:TUALATIN VALLEY FIRE & RESCUE — SIOBHAN KIRK CITY OF TIGARD BUILDING DIVISION KPFF — IAN EIKANAS PSE ARCHITECTS — NATHAN JUNKERT HOWARD S WRIGHT CONSTRUCTORS — JASON CHUPP TUALATIN VALLEY FIRE & RESCUE — GREG PERRY INSTA —FAB CO INC — BRUCE PERKINS TUALATIN VALLEY FIRE & RESCUE — NANCY COLLINS Page: 2 Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carlson Testing Inc. Eugene Office Salem Office (541) 345 -0289 (503) 589 -1252 Tigard Office (503) 684 -3460 September 2, 2010 T1002544 Permit No. BUP2010 -00070 P.O. No. P18677 FIELD INSPECTION REPORT DATES COVERED: September 2, 2010 PROJECT: TV &R — Command & Business Operations Center (Phase III) ADDRESS: 11945 SW 70 Avenue — Tigard, OR INSPECTOR: Jim Hietpas, Sr. NCL UPDATE This CTI representative has reviewed RFI #70. Per the RFI received, CTI is removing NCL item #1. 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. Respectful submitted, CARLS TESTING, INC. . Hietpas erect Manager J' H /ks cc: Tualatin Valley Fire & Rescue — Siobhan Kirk mail / siobhan.kirk @tvfr.com City of Tigard Building Division KPFF — Ian Eikanas ian.eikanas@kpff.com PSE Architects — Nathan Junkert nathan@psearchs.com Howard S Wright Constructors — Jason Chupp chuppj@hswc. com Tualatin Valley Fire & Rescue — Greg Perry greg.perry @tvfr.com Tualatin Valley Fire & Rescue — Nancy Collins nancy.collins @tvfr.com ' Carlson Testing, Inc. Incompleted Items List (NCL) Sep 02, 2010 T1002544. Project Name: TVF &R — COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Project Address: 11945 SW 70TH AVENUE TIGARD OR Permit No: BUP2010 -00070 P.O. No: P18677 Project Manager: JAMES F. HIETPAS Item # Insp. Date Rem Description Compliance CTI Sign -Off Date Corrected 1 GE 07/15/2010 WORK PERFORMED DOES NOT MATCH PLANS. CONTRACTOR PER RFI# 70, THE JAMES F. HIETPAS 09/02/2010 STATED THAT HE HAS A VERBAL APPROVAL FROM THE AS —BUILT IS STRUCTURALLY ENGINEER OF RECORD TO PLACE DOWELS IN LIEU OF ACCEPTABLE. CONTINUOUS REBAR BETWEEN FOOTINGS AS SHOWN ON S7.1/3 AND 4. WILL NEED WRITTEN APPROVAL FROM ENGINEER FOR AS —BUILT CONDITION. 2 GF 08/05/2010 APPROVED DEFERRED SUBMITTAL NOT ONSITE. CTI HAS REVIEWED R. BATY 08/30/2010 APPROVED DEFERRED SUBMITTAL AND IS ONSITE. 3 GE 08/05/2010 WORK PERFORMED FROM NON — APPROVED DRAWINGS. WORK PERFORMED CONFORMS R. BATY 08/30/2010 TO APPROVED PLANS, WHICH ARE NOW ONSITE. 4 DEL 08/11/2010 ALL WELDING COMPLETED THIS DATE, WELDER WAS NOT ONSITE. FILLER METAL VERIFICATION NOT COMPLETED. 5 DEL 08/11/2010 WELDING PROCEDURE WAS NOT AVAILABLE ONSITE THIS DATE FOR REVIEW. WELDING PERFORMED WAS FILLET LAP CONNECTION PER AWS D1.3. 6 DEL 08/11/2010 WELDER CERTIFICATION WAS NOT ONSITE. WELDER WAS TROY ROSE PER BOB WITH AMERICAN HEATING. WELDING PERFORMED WAS FILLET LAP CONNECTION PER AWS D1.3. CC:TUALATIN VALLEY FIRE & RESCUE — SIOBHAN KIRK CITY OF TIGARD BUILDING DIVISION KPFF — IAN EIKANAS PSE ARCHITECTS — NATHAN JUNKERT HOWARD S WRIGHT CONSTRUCTORS — JASON CHUPP TUALATIN VALLEY FIRE & RESCUE — GREG PERRY INSTA —FAB CO INC — BRUCE PERKINS TUALATIN VALLEY FIRE & RESCUE — NANCY COLLINS Page: 1 Carlson Testing, Inc. incompleted Items List (NCL) Sep 02, 2010 T1002544. Project Name: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Project Address: 11945 SW 70TH AVENUE TIGARD OR Permit No: BUP2010 - 00070 P.O. No: P18677 Project Manager: JAMES F. HIETPAS Item it Insp. Date Item Description Compliance CTI Sign -Off Date Corrected 7 DEL 08/11/2010 ANCHORS WERE INSTALLED THIS DATE WITHOUT POWERS ANCHORS ARE JAMES F. HIETPAS 09/01/2010 - CONTINUOUS INSPECTION, AS CALLED FOR IN THE PERIODIC INSPECTION PER SPECIAL INSPECTION MATRIX OF THE STRUCTURAL ICC ESR. PLANS. 1) HOLE CLEANING COULD NOT BE VERIFIED. 2) EMBEDMENT DEPTH COULD NOT BE VERIFIED. 3) MAXIMUM INSTALLATION TORQUE COULD NOT BE VERIFIED. 8 DEL 08/11/2010 POWERS WEDGE BOLT+ WAS SUBSTITUTED FOR THE PER MEMO FROM CIDA INC MARK R. POWLISON 08/24/2010 SIMPSON TITEN HD ANCHORS CALLED FOR IN THE DATED 08/23/10, THIS DETAIL. SUBSTITUTION IS ACCEPTABLE. CC:TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK CITY OF TIGARD BUILDING DIVISION KPFF - :LAN EIKANAS PSE ARCHITECTS - NATHAN JUNKERT HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP TUALATIN VALLEY FIRE & RESCUE - GREG PERRY INSTA -FAB CO INC - BRUCE PERKINS TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS Page:2 Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 �+ • Eugene Office (541) 345 -0289 Carlson Testing Inc. Salem Office (503) 589-1252 Tigard Office (503) 684-3460 Daily Report of Structural Steel Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative R . BATY OBOA 411 was on site this date Auq . 26, 2 01 0 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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: JIM INSPECTED FINAL WELDING OF RECEPTION DESK CANOPY Coin an HO WARD S WRIGHT CONSTRUCTORS (PLEASE SEE REPORT 8/25/10). THIS WAS THE 1/4" p Y FILLETS EACH SIDE. 2. Inspection was "IBC" 0 Continuous © Periodic 3. Work performed: © In the field 0 At fab shop 4. If shop inspection do they have fabrication and QC procedures? 0 Yes El 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 ❑ In progress 7. Verified the quality of welds produced by welders, 2 . Completed work ins inspected was in compliance with welding operators, and tackers conform. X p p 8. Verified steel frame joint details for bracing, stiffening, II Approved plans and specifications Shop drawings member locations, and application of joint details at each X RFI Design change Submittal 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: PREVIOUSLY CHECKED following page(s). 0 Yes 0 No © N/A Certification #: 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following_ page(s). El Yes El No ® N/A 1. Verified the contractor's Welding Procedure progress ro i i R Conform Remain n C 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 JIM employed during execution of the work. o f HOWARD S WRIGHT CONSTRUCTORS 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: 08/26/2010 CTI Job #: T1002544 . Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 09/01/2010 RB /KA TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG. PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carls ggpp y Eugene Office (541) 345 -0289 611 �� ®IIJd ���1�� ��a Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Structural Steel Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTIJob #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative R . BATY OBOA 411 was on site this date A uq . 25, 2 010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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. MONITORED WELDING OF FLARE BEVELS AT RECEPTION Name: DESK CANOPY. PER RECEPTION DESK CANOPY CHANGE Company: MADE BY THE ENGINEER OF RECORD 8/25/10. 2. Inspection was "IBC" © Continuous 0 Periodic 3. Work performed: © In the field El At fab shop COMPLETED WELD INSPECTION OF THE ABOVE AND RFI 69 REFERENCE DETAIL 23/A5.1 LOBBY PILASTER 02. 4. If shop inspection do they have fabrication and QC WELDING OF THE 1/4" FILLET WELDS IS STILL IN procedures? ❑ Yes n No © N/A PROGRESS. REFERENCE RECEPTION DESK CANOPY CHANGE MADE 8/25/10. INSPECTION Yes NoN /A I. Reviewed previous inspection reports? X 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 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, p 2. W inspected in rogress welding operators, and tackers conform. X p 8. Verified steel frame joint details for bracing, stiffening, ® Approved plans and specifications El Shop drawings member locations, and application of joint details at each X RFI Design change El Submittal n N/A connection are in compliance by random samplin Document #(s) Dated: WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: PREVIOUSLY CHECKED following page(s). fl Yes El No © N/A Certification #: 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). 0 Yes n No © N/A I. Verified the contractor's Welding Procedure Specifications are in conformance with X El Conform Remain in progress AWS requirements. 2. Verified the essential variables outlined in the Report(s) findings were discussed and left with Welding Procedure Specifications were X JIM employed during execution of the work. of HOWARD S WRIGHT 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. ID See additional report page(s). El Distribute attachments. Page of Daily Report of Structural Steel For: 08/25/2010 CTI Job #: T1002544 . Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 09/01/2010 RB /TF TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 C arls ®n Testing, Inc. Salem Officee (541) 345-0289 (503) 589 -1252 Tigard Office (503) 684 -3460 Daily Report of Structural Steel Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative K. EDWARDS OBOA 783 was on site this date Aug. 25, 2 010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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: GLEN / JOSH PERIODIC VISUAL WELD INSPECTION OF THE SINGLEPASS COm ari INSTA FAB INC FILLET WELDS ON THE NEW RECEPTION DESK CANOPY. P y PER THE PROVIDED PDF FILE AND SHOP DRAWING DATED 2. Inspection was "IBC" Ei Continuous © Periodic 08- 24 -10, FROM JASON CHUPP WITH HOWARD S WRIGHT 3. Work performed: n In the field © At fab shop CONSTRUCTION. INSTA FAB INC. ALL SEAL AND FILLET WELDS DETAILED AS SHOP WELDS 4. If shop inspection do they have fabrication and QC FOUND TO BE COMPLETE AND CONFORMING TO THE ABOVE procedures? © Yes ❑ No ❑ N/A NOTED DRAWING DETAILS AND ALSO CONFORMING TO AWS D1.1, TABLE #6.1 VISUAL ACCEPTANCE CRITERIA. INSPECTION Yes NoN /A NOTE: JOINT FIT -UP AND WELDING WAS PERFORMED 1. Reviewed previous inspection reports? x 2. Verified steel materials are in compliance by reviewing WHILE THIS INSPECTOR WAS ONSITE AT THE SHOP random samples of the mill test reports, steel ID X LOCATION 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 installed 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, 0 Approved plans and specifications © Shop drawings member locations, and application of joint details at each X RFI Design change 0 Submittal 0 N/A connection are in compliance by random sampling. Document #(s) PDF FILE Dated: 8 - 24 - 10 WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: BILL S . PARKINSON following page(s). 0 Yes 0 No © N/A Certification #: #W09458 EXP. 07 -11 -2011 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). Yes No © N/A I. Verified the contractor's Welding Procedure progress C onform Remain in 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 x GLEN / JOSH employed during execution of the work. of INSTA FAB INC . 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. 0 See additional report page(s). 0 Distribute attachments. Page of Daily Report of Structural Steel For: 08/25/2010 CTI Job #: T1002544 . Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 09/01/2010 KDE /TF TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carls �+ a Eugene Office (541) 345 -0289 arlson 'Testing, Inc• Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Proprietary Anchors Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative R. BATY OBOA 411 was on site this date Auq. 25, 2 010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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. MONITORED INSTALLATION OF (4) 1/2" DIAMETER Name: JIM TITEN ANCHORS WITH 2" EMBED AT LOBBY. THIS IS Company: HOWARD S WRIGHT (2) ANCHORS AT EACH 4X6 HSS COLUMN. REFERENCE DETAIL 23/A5.1 LOBBY PILASTER 02 AND RFI 69. 2. Inspection was "IBC" © Continuous n 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 El Approved plans and specifications 0 Shop drawings 5. Verified anchor diameter. X 6. Verified steel grade. X © RFI Design change El Submittal 0 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). Yes No ® 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. x LI Conform 0 Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ESR 2713 / 9/08 JIM of HOWARD S WRIGHT Name of product being installed TITEN HD 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). El Distribute attachments. Page of Daily Report of Proprietary Anchors For: 08/25/2010 CTI Job #: T1002544 . Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 09/01/2010 RB /TF TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 ' ' Carlson Testing Inc ■ Eugene Office (541)345 -0289 Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 September 1, 2010 T1002544 Permit No. BUP2010 -00070 P.O. No. P18677 FIELD INSPECTION REPORT DATES COVERED: September 1, 2010 PROJECT: TV &R — Command & Business Operations Center (Phase III) ADDRESS: 11945 SW 70 Avenue — Tigard, OR INSPECTOR: Jim Hietpas, Sr. NCL UPDATE This CTI representative is removing NCL item #7 per the ICC ESR donating periodic inspection for Power Wedge Bolt+ anchors. 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. Respe i ully submitted, CARL" ON TESTI► -, 1 C. /' am F. Hietpas Pro -ct Manager i �/ks cc: Tualatin Valley Fire & Rescue — Siobhan Kirk mail / siobhan.kirk@tufr.com City of Tigard Building Division KPFF — Ian Eikanas ian.eikanas @kpff.com PSE Architects — Nathan Junkert nathan @psearchs.com Howard S Wright Constructors — Jason Chupp chuppj @hswc.com Tualatin Valley Fire & Rescue — Greg Perry greg.perry @tvfr.com Tualatin Valley Fire & Rescue — Nancy Collins nancy.collins @tvfr.com Carlson Testing, Inc. Incompleted Items List (NCL) Sep 01, 2010 T1002544. ProjectName: TVF &R — COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Project Address: 11945 SW 70TH AVENUE TIGARD OR Permit No: BUP2010 -00070 P.O. No: P18677 Project Manager: JAMES F. HIETPAS Item # Insp. Date Item Description Compliance CTI Sign -Off Date Corrected 1 GF 07/15/2010 WORK PERFORMED DOES NOT MATCH PLANS. CONTRACTOR STATED THAT HE HAS A VERBAL APPROVAL FROM THE ENGINEER OF RECORD TO PLACE DOWELS IN LIEU OF CONTINUOUS REBAR BETWEEN FOOTINGS AS SHOWN ON S7.1/3 AND 4. WILL NEED WRITTEN APPROVAL FROM ENGINEER FOR AS —BUILT CONDITION. 2 GF 08/05/2010 APPROVED DEFERRED SUBMITTAL NOT ONSITE. 3 GF 08/05/2010 WORK PERFORMED FROM NON— APPROVED DRAWINGS. 4 DEL 08/11/2010 ALL WELDING COMPLETED THIS DATE, WELDER WAS NOT ONSITE. FILLER METAL VERIFICATION NOT COMPLETED. 5 DEL 08/11/2010 WELDING PROCEDURE WAS NOT AVAILABLE ONSITE THIS DATE FOR REVIEW. WELDING PERFORMED WAS FILLET LAP CONNECTION PER AWS D1.3. 6 DEL 08/11/2010 WELDER CERTIFICATION WAS NOT ONSITE. WELDER WAS TROY ROSE PER BOB WITH AMERICAN HEATING. WELDING PERFORMED WAS FILLET LAP CONNECTION PER AWS D1.3. 7 DEL 08/11/2010 ANCHORS WERE INSTALLED THIS DATE WITHOUT POWERS ANCHORS ARE JAMES F. HIETPAS 09/01/2010 CONTINUOUS INSPECTION, AS CALLED FOR IN THE PERIODIC INSPECTION PER SPECIAL INSPECTION MATRIX OF THE STRUCTURAL ICC ESR. PLANS. CC:TUALATIN VALLEY FIRE & RESCUE — SIOBHAN KIRK CITY OF TIGARD BUILDING DIVISION KPFF — IAN EIKANAS PSE ARCHITECTS — NATHAN JUNKERT HOWARD S WRIGHT CONSTRUCTORS — JASON CHUPP TUALATIN VALLEY FIRE & RESCUE — GREG PERRY INSTA —FAB CO INC — BRUCE PERKINS TUALATIN VALLEY FIRE & RESCUE — NANCY COLLINS Page: 1 Carlson Testing, Inc. Incompleted Items List (NCL) Sep 01, 2010 T1002544. Project Name: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Project Address: 11945 SW 70TH AVENUE TIGARD OR Permit No: BUP2010 -00070 P.O. No: P18677 Project Manager: JAMES F. HIETPAS Item # Ins Date Item Description Compliance CTI Sign -Off Date Insp. p Corrected 7 CONTINUED 1) HOLE CLEANING COULD NOT BE VERIFIED. 2) EMBEDMENT DEPTH COULD NOT BE VERIFIED. 3) MAXIMUM INSTALLATION TORQUE COULD NOT BE VERIFIED. 8 DEL 08/11/2010 POWERS WEDGE BOLT+ WAS SUBSTITUTED FOR THE PER MEMO FROM CIDA INC MARK R. POWLISON 08/24/2010 SIMPSON TITEN HD ANCHORS CALLED FOR IN THE DATED 08/23/10, THIS DETAIL. SUBSTITUTION IS ACCEPTABLE. CC:TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS PSE ARCHITECTS - NATHAN JUNKERT HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP TUALATIN VALLEY FIRE & RESCUE - GREG PERRY INSTA -FAB CO INC - BRUCE PERKINS TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS Page:2 Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 • Carl son Testing Inc Eugene Office Salem Of (541)345 -0289 Office (503) 589 -1252 Tigard Office (503) 684 -3460 September 7, 2010 T1002544 Permit No. BUP2010 -00070 P.O. No. P18677 FIELD INSPECTION REPORT DATES COVERED: September 7, 2010 PROJECT: TV &R — Command & Business Operations Center (Phase III) ADDRESS: 11945 SW 70 Avenue — Tigard, OR INSPECTOR: Jim Hietpas, Sr. NCL UPDATE This CTI representative has reviewed the information received from American Heating on 09/03/10. Per the information received, CTI is removing NCL items 4, 5 and 6. 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. Respectful submitted, CARLS.J1 TESTING, I J- • . Hietpas Pro -ct Manager /ks c: Tualatin Valley Fire & Rescue — Siobhan Kirk mail / siobhan.kirk @tvfr.com City of Tigard Building Division KPFF — Ian Eikanas ian.eikanas @kpff.com PSE Architects — Nathan Junkert nathan @psearchs.com Howard S Wright Constructors — Jason Chupp chuppj @hswc.com Tualatin Valley Fire & Rescue — Greg Perry greg.perry @tvfr.com Tualatin Valley Fire & Rescue — Nancy Collins nancy.collins @tvfr.com Carlson Testing, Inc. Incompleted Items List (NCL) Sep 07, 2010 • T1002544. Project Name: TVF &R — COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Project Address: 11945 SW 70TH AVENUE TIGARD OR Permit No: BUP2010 -00070 P.O. No: P18677 Project Manager: JAMES F. HIETPAS Item # Insp. Date Item Description Compliance CTI Sign -Off Date Corrected 1 GF 07/15/2010 WORK PERFORMED DOES NOT MATCH PLANS. CONTRACTOR PER RFI# 70, THE JAMES F. HIETPAS 09/02/2010 STATED THAT HE HAS A VERBAL APPROVAL FROM THE AS —BUILT IS STRUCTURALLY ENGINEER OF RECORD TO PLACE DOWELS IN LIEU OF ACCEPTABLE. CONTINUOUS REBAR BETWEEN FOOTINGS AS SHOWN ON S7.1/3 AND 4. WILL NEED WRITTEN APPROVAL FROM ENGINEER FOR AS —BUILT CONDITION. 2 GF 08/05/2010 APPROVED DEFERRED SUBMITTAL NOT ONSITE. CTI HAS REVIEWED R. BATY 08/30/2010 APPROVED DEFERRED SUBMITTAL AND IS ONSITE. 3 GF 08/05/2010 WORK PERFORMED FROM NON— APPROVED DRAWINGS. WORK PERFORMED CONFORMS R. BATY 08/30/2010 TO APPROVED PLANS, WHICH ARE NOW ONSITE. 4 DEL 08/11/2010 ALL WELDING COMPLETED THIS DATE, WELDER WAS NOT CTI HAS RECEIVED FILLER JAMES F. HIETPAS 09/07/2010 ONSITE. FILLER METAL VERIFICATION NOT COMPLETED. METAL VERIFICATION. 5 DEL 08/11/2010 WELDING PROCEDURE WAS NOT AVAILABLE ONSITE THIS CTI HAS RECEIVED THE JAMES F. HIETPAS 09/07/2010 DATE FOR REVIEW. WELDING PERFORMED WAS FILLET LAP WPS. CONNECTION PER AWS D1.3. 6 DEL 08/11/2010 WELDER CERTIFICATION WAS NOT ONSITE. WELDER WAS CTI HAS RECEIVED THE JAMES F. HIETPAS 09/07/2010 TROY ROSE PER BOB WITH AMERICAN HEATING. WELDING WELDER CERTIFICATION FOR PERFORMED WAS FILLET LAP CONNECTION PER AWS D1.3. TROY ROSE FOR AWS 01.3. CC:TUALATIN VALLEY FIRE & RESCUE — SIOBHAN KIRK CITY OF TIGARD BUILDING DIVISION KPFF — IAN EIKANAS PSE ARCHITECTS — NATHAN JUNKERT HOWARD S WRIGHT CONSTRUCTORS — JASON CHUPP TUALATIN VALLEY FIRE & RESCUE — GREG PERRY INSTA —FAB CO INC — BRUCE PERKINS TUALATIN VALLEY FIRE & RESCUE — NANCY COLLINS Page: 1 Carlson Testing, Inc. Incompleted Items List (NCL) Sep 07, 2010 TI002544. Project Name: TVF &R — COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Project Address: 11945 SW 70TH AVENUE TIGARD OR Permit No: BUP2010 -00070 P.O. No: P18677 Project Manager: JAMES F. HIETPAS Item # Ins p. Date Item Description Compliance CTI Sign -Off Daft p Corrected 7 DEL 08/11/2010 ANCHORS WERE INSTALLED THIS DATE WITHOUT POWERS ANCHORS ARE JAMES F. HIETPAS 09/01/2010 CONTINUOUS INSPECTION, AS CALLED FOR IN THE PERIODIC INSPECTION PER SPECIAL INSPECTION MATRIX OF THE STRUCTURAL ICC ESR. PLANS. 1) HOLE CLEANING COULD NOT BE VERIFIED. 2) EMBEDMENT DEPTH COULD NOT BE VERIFIED. 3) MAXIMUM INSTALLATION TORQUE COULD NOT BE VERIFIED. 8 DEL 08/11/2010 POWERS WEDGE BOLT+ WAS SUBSTITUTED FOR THE PER MEMO FROM CIDA INC MARK R. POWLISON 08/24/2010 SIMPSON TITEN HD ANCHORS CALLED FOR IN THE DATED 08/23/10, THIS DETAIL. SUBSTITUTION IS ACCEPTABLE. CC:TUALATIN VALLEY FIRE & RESCUE — SIOBHAN KIRK CITY OF TIGARD BUILDING DIVISION KPFF — IAN EIKANAS PSE ARCHITECTS — NATHAN JUNKERT HOWARD S WRIGHT CONSTRUCTORS — JASON CHUPP TUALATIN VALLEY FIRE & RESCUE — GREG PERRY INSTA —FAB CO INC — BRUCE PERKINS TUALATIN VALLEY FIRE & RESCUE — NANCY COLLINS Iage: Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 s� Eugene Office (541) 345 -0289 Carlson Testing, Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS TestMethods: ASTM C 39/C 172/C 1064/C 31 /C 143/C 231/C 1231 Date Molded: 08/17/2010 Date Received: 08/18/2010 Job Number: T1002544. Permit #: BUP2010 -00070 Client:TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF&R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD Contractor: HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP Subcontractor: Cast By: M. LARSON Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) - QUALITY CONTROL Truck #: 384 Load #: 1 Ticket#: 3610210 Weather: CLEAR /WARM Test Time: 9:00 AM Air Temp. at Sampling Time: 65 Cylinders were cast for the following locations: SAME AS BELOW Total Concrete Placement Location: WALLS AROUND GENERATOR ENCLOSURE, DECK C -C.6 OUTSIDE 1 LINE Strength Requirement: 4000 psi f' c g 2 8 Days Slump: 5.000" % Air: 5.1096 Mix Number: 4 0N17 2 0 0 Conc. Temp: 81 Cement Type: Max Agg: 3 /4 " Admix/Amt: AEA, FIBER, AND FLYASH Cubic Yards: 9 OF 9 Register Number: 0096010 Lab Location: TIGARD Set Test @ Test Total Avg. Area Unit Type Of Cap Tested No. Days Date Load Diameter PSI Fracture Type By I 7 08/24/2010 44982 4.01 12.62 3560 3 PAD 60 JT 28 09/14/2010 63024 4.02 12.69 4970 2 PAD 60 JT 28 09/14/2010 60571 4.02 12.69 4770 3 PAD 60 JT 28 09/14/2010 60483 4.02 12.69 4770 2 PAD 60 JT El Distribute attachments. Average f c@ 28 days 4840 Please see reverse side for additional information. Job Number: T1002544 . Register Number: 0096010 Date Molded: 08/17/2010 Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) < 1 in. [25 mm] /1\ 1)/(%:, Type 1 Type 2 Type 3 Reasonable well - formed Well- Formed cone on one Columnar vertical cracking cones on both ends, less end, vertical cracks running through both ends, no than 1 in. [25 mm] of through caps, no well- defined well - formed cones cracking through caps cone on other end Type 4 Type 5 Type 6 Diagonal fracture with Side fractures at top or Similar to Type 5 but no cracking through bottom (occur commonly 2nd of cylinder is pointed ends; tap with hammer to with unbonded caps) distinguish from Type 1 Asterisked ( *) average unit PSI test results did not meet listed acceptance criteria. Remarks: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Project Manager: JAMES F. HIETPAS Reviewed By: Ty Toiler On 09/16/2010 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. Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 C ��rr ,,pper+ o Eugene Office (541) 345 -0289 cLIL n Testing, line. Salem Office (503)589 -1252 Tigard Office (503) 684-3460 Daily Report of Proprietary Anchors Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative R. BATY OBOA 411 was on site this date Sep. 15, 2010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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. * PRODUCT INSTALLED: POWERS SNAKE Name: JIM MONITORED INSTALLATION OF (6) 3/8" DIAMETER Company: HOWARD S. WRIGHT CONSTRUCTORS POWERS SNAKE, INSERT AND FLAT HEAD BOLT, THIS WAS PER KPFF BALCONEY /02 ADD PLATE AT BALCONEY 2. Inspection was "IBC" © Continuous 0 Periodic AND BALCONEY /01 REVISED BALCONEY ROOF PLANS. PROPRIETARY ANCHORS Yes No N/A 1. Reviewed previous inspection reports? 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: el Completed El 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 Submittal 0 N/A 7. Verified hole diameter. X Document #(s) Dated: 9/8/10 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). Yes No N/A 11. Verified edge distance. X 4. Noncompliance item(s) were reinspected this date, details 12. Verified spacing. X on following page(s). fl Yes 0 No © N/A 13. Verified installation torque. X 0 Conform 0 Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ESR 2272 JIM 9/1/2008 of HOWARD S. WRIGHT CONSTRUCTORS Name of product being installed ** Batch Number N/A 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. 0 See additional report page(s). 0 Distribute attachments. Page 1 of 1 Daily Report of Proprietary Anchors For: 09/15/2010 CTI Job #: T1002544 . Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 09/28/2010 RB /WM TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM r• Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carly ®n Testing, Inc. Salem Office (541) 345-0289 (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Proprietary Anchors Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544 . Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative R. GOUTHRO OBOA 646 was on site this date yep. 21, 2010 to perform Special Inspection for: Permit BUP2010 -00070 DFS U(s) PO Number: P18677 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. Name: JIMMY (3) 1/2" DIAMETER ANCHORS AT 3 -1/2" EMBEDMENT INTO CONCRETE STAIR LANDING AT 2ND LEVEL PER Company: HOWARD S WRIGHT EMAIL FROM ENGINEER OF RECORD (SEE ATTACHED) 2. Inspection was "IBC" ® Continuous n Periodic PROPRIETARY ANCHORS Yes NoN /A 1. Reviewed previous inspection reports? x 2. Reviewed evaluation report? Verified following items meet manufacturer's REPORT SUMMARY published installation instructions. 3. Verified minimum embedment depth of the 1. Work inspected was: © Completed In progress anchors. x 4.Verified installation of the anchors. x 2. Completed work inspected was in compliance with 5. Verified anchor diameter. Approved plans and specifications El Shop drawings 6. Verified steel grade. ❑ RFI © Design change Submittal Ei N/A 7. Verified hole diameter. x , Document #(s) EMAIL Dated: 09/17/10 8. Verified type of drill bit used. x 9. Verified hole cleaning method. 3. Noncompliance item(s) were noted this date, details on 10. Verified adhesive application. x following page(s). ❑ Yes El No N/A 11. Verified edge distance. 4. Noncompliance item(s) were reinspected this date, details 12. Verified spacing. on following page(s). Yes ❑ No © N/A 13. Verified installation torque. x Conform El Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ICC ER 2508 / 12/01/08 JIMMY of HOWARD S WRIGHT Name of product being installed SIMPSON XP Batch Number 31121942 Expiration Date 06/13/12 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. n See additional report page(s). E Distribute attachments. Page of Daily Report of Proprietary Anchors For: 09/21/2010 CTI Job #: T1002544. Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 09/30/2010 RFG /DM CC: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM r• Jason Beveridge From: Travis Perkins [travis @jgpierson.com] Sent: Friday, September 17, 2010 7:48 AM To: Jason Beveridge Subject: Re: TVFR Revised 2-4.3 Guardrail Attachment.pdf Jason, I understand that all anchors were attached to the concrete slab as shown in the attached detail except for three consecutive anchors at the end. You may use 1/2" epoxy anchors ebeded to the same depth as the original titans. Use Simpson Set XP epoxy ESR 2508. Travis Perkins - -- Original Message - - -- From: Jason Beveridge To: travis(c�jgpierson.com Sent: Thursday, September 16, 2010 11 :49 AM Subject: FW: TVFR Revised 2 -4.3 Guardrail Attachment.pdf • Travis, Here is Brad's revised calculation for the 3 floor glass guardrail, per our earlier phone conversation there are 3 anchors that will need to change to %2" epoxy anchors due to the rebar in the slab. Please confirm. Jason Beveridge • Culver Glass Co. (503) 226 2520 PH (503) 226 0972 FX From: Brad Connelly [mailto:brad ©jgpierson.com] Sent: Thursday, September 02, 2010 11:44 AM To: Jason Beveridge Subject: TVFR Revised 2 -4.3 Guardrail Attachment.pdf Here ya go. Hope this suffices... 1 Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carls ugene Office (541) 345 -0289 6A�'�S ®� ������� Inc. � Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Structural Steel Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative R . BATY OBOA 411 was on site this date Sep. 15, 2010 to perform Special Inspection for: Permit BUP2o10 -00070 DFS #(s) PO Number: P18677 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: JIM INSPECTED FIT -UP AND MONITERED WELDING PER KPFF Company: HOWARD S WRIGHT CONSTRUCTORS BALCONY /02 ADDED PLATE AT BALCONY AND p y BALCONY /1 REVISED BALCONY ROOF PLAN. 2. Inspection was "IBC" © Continuous Periodic 3. Work performed: ® In the field At fab shop 4. if shop inspection do they have fabrication and QC procedures? ❑ 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. 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 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 operators, and tackers conform. X liance with p P P S. 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 0 N/A connection are in compliance by random sampling. Document #(s) Dated: 9/8/10 WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: CHECKED PREVIOUSLY following page(s). 0 Yes No © N/A Certification #: 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). Yes n No © N/A I. Verified the contractor's Welding Procedure progress in Conform Co 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 Y JIM employed during execution of the work. of HOWARD S . WRIGHT CONSTRUCTORS 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. El See additional report page(s). n Distribute attachments. Page 1 of 1 Daily Report of Structural Steel For: 09/15/2010 CTI Job #: T1002544. Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 09/30/2010 RB /WM TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carlson Testing, • Eugene Office (541) 345 -0289 �ng, Inc• Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 Daily Report of Structural Steel Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative D. LOFTESNESS OBOA 809 /WABO SI 01507 was on site this date Jul. 22, 2010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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: JOSH 1) REVIEWED CONTRACT DRAWINGS FOR PHASE 3 Company: INS TA FAB (4/27/10) FOR CONNECTIONS DETAILS. REVIEWED STRUCTURAL DRAWING FOR A PREVIOUS PHASE FOR 2. Inspection was "IBC" © Continuous 0 Periodic STRUCTURAL NOTES NOT INCLUDED IN LATEST SET OF 3. Work performed: El In the field © At fab shop DRAWINGS; REVISION 2 DATED (10/31/06), INSTA FAB 2) OBSERVED AND EXAMINED COMPLETED PJP WELDING AND REMAINDER OF FILLET WELDING FOR THE BALCONY 4. If shop inspection do they have fabrication and QC FRAME FOR CONFORMANCE TOSHOP DRAWINGS REV 2 procedures? el Yes 1E1 No El N/A (7/8/10) AND DETAIL 2/S7.4. A) MOITORED CHANNEL MITERED CORNER PJP WELDING. INSPECTION I) MITERED CORNERS APPEAR COMPLETE AND CONFORMING Yes NoN /A 1. Reviewed previous inspection reports? B) FRAME APPEARS TO BE COMPLETE AND CONFORMING 3)TODAY'S INSPECTED INVOVLED TWO INSPECTION 2. Verified steel materials are in compliance by reviewing random samples of the mill test reports, steel ID X VISITS, ONE IN THE MORNING TO MONITOR COMPLETION markings or other documentation. OF PJP GROOVE WELDING AND ON IN THE AFTERNOON TO 3. Verified weld filler materials conform. X EXAMINE THE REMAINDER OF WELDING REQUIRING 4. Checked steel members to see they were fabricated and PERIODIC INSPECTION . erected in accordance with the workmanship and X tolerances required. 5. Checked welded studs and structural connections were REPORT SUMMARY installed as required. X 6. Verified high strength bolts and fasteners conform. 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 Submittal N/A connection are in compliance by random sampling. Document #(s) SEE NARATIVE Dated: WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: VERIFIED AND DOCUMENTED PREVIOUSLY following page(s). n Yes © No 0 N/A Certification #: 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). 0 Yes © No n N/A 1. Verified the contractor's Welding Procedure Specifications are in conformance with X ❑ Conform 0 Remain in progress AWS requirements. 2. Verified the essential variables outlined in the Report(s) findings were discussed and left with Welding Procedure Specifications were X JOSH employed during execution of the work. Of INS TA- FAB 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. El See additional report page(s). Distribute attachments. Page 1 of 1 Daily Report of Structural Steel For: 07/22/2010 CTI Job #: T1002544 . Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 07/27/2010 DEL /KA TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPP7 @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG. PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Eugene Office (541) 345 -0289 Carlson Testing, Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS Test Methods: ASTM C 39/C 172/C 1064/C 31 /C 143/C 231/C 1231 Date Molded: 07/19/2010 Date Received: 07120/2 Job Number: T1002544 . Permit #: BUP2010 -00070 Cli TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF&R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD Contractor: HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP Subcontractor: Cast By: G. WATSON Concrete Supplier. KNIFE RIVER (METRO OPERATIONS) - QUALITY CONTROL Truck #: 392 Load #: 1 Ticket #: 3295693 Weather: CLOUDY Test Time: 6 : 53 AM Air Temp. at Sampling Time: 54 Cylinders were cast for the following locations: NORTH SECTOR GENERATOR SLAB Total Concrete Placement Location: GENERATOR SLAB Strength Requirement: 4000 psi t'c @ 28 Days Slump: 4.750" % Air: 1. 4 0 Mix Number: 40 PGHZMO Conc. Temp: 71 Cement Type: Max Agg: 3 / 4 " Admix/Amt: POLYHEED 44602 Cubic Yards: 11 Register Number: 0095659 Lab Location: TIGARD Set Test @ Test Total Avg. Area Unit Type Of Cap Tested No. Days Date Load Diameter PSI Fracture Type By I 7 07/26/2010 58180 4.01 12.62 4610 1 PAD 60 JT 28 08/16/2010 28 08/16/2010 28 08/16/2010 n Distribute attachments. Average Pc @ 28 days Please see reverse side for additional information. Job Number: T1002 . Register Number: 0095659 Date Molded: 07/19/2010 Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) < 1 in. [25 mm] 1 Type 1 Type 2 Type 3 Reasonable well - formed Well - Formed cone on one Columnar vertical cracking cones on both ends, less end, vertical cracks running through both ends, no than 1 in. [25 mm] of through caps, no well - defined well - formed cones cracking through caps cone on other end f Type 4 Type 5 Type 6 Diagonal fracture with Side fractures at top or Similar to Type 5 but no cracking through bottom (occur commonly ,,nd of cylinder is pointed ends; tap with hammer to with unbonded caps) distinguish from Type 1 Asterisked ( *) average unit PSI test results did not meet listed acceptance criteria. • Remarks: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Project Manager: JAMES F. HIETPAS Reviewed By: Ty Toiler On 07/27/2010 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. Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Eugene Office (541) 345-0289 Carlson Testing, I nc. Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 Daily Report of Reinforced Concrete Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative K. PARKIN OBOA 420 /WABO PAR 86 0560 was on site this date Jul . 27, 2 010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 SCOPE OF INSPECTION CONCRETE 1. Checked in with superintendent or client representative. 1. Mix Design approved? © Yes ❑ No ❑ N/A Name: TYLER Company: HOWARD S WRIGHT 2. Monitored loads arriving at job site for correct: Mix #: 4 0 PGH2M0 2. Type of work: © Concrete © Reinforcing Slump 6 +/ - 1 % Air 2+/ - 1 3. Work included: © Sampling © Inspection 3. Type of samples made? 4 X 8 CONCRETE CYLINDERS 4. Inspection was 'IBC' © Continuous ❑ Periodic Number of sets 1 Samples per set 4 5. Work performed: ® In the field ❑ At precast shop 4. Inspected placing and consolidation of approx. 15 cubic yards of concrete. REINFORCING Yes No N/A Location of concrete placement [to include grid lines, elevations (floors) and drawing details]: 1. Reviewed previous inspection reports? X GENERATOR ENCLOSURE EQUIPMENT PADS PER 5/S7.1 2. Forms clear of debris? AND NOTE #7 OF APPROVED PROJECT PLANS. 3. Type, grade, size, quantity, spacing and x condition conform? 4. Verified forms will nominally result in hardened concrete of the required x cross - sectional dimensions. 5. Verified location of reinforcing steel, pipes, conduits and sleeves with respect to X minimum concrete cover. 6. Verified type and location of splices, length After samples are tested, results will follow on break report. of contact laps, and min. diameter of bends. X 7. Verified support & anchorage of reinforcing REPORT SUMMARY steel in the forms. X 1. Work inspected was: ® Completed fl In progress 8. Verified structural embedments in the forms x 2. Completed work inspected was in compliance with with regard to fabrication, quality and type. © Approved plans and specifications ❑ Shop drawings 9. Verified structrual embedments in the forms with regard to weld inspection, quantity, and X RFI fl Design change 0 Submittal 0 N/A permits issued. 10. Verified cast in place anchors. x Document #(s) Dated: Description of structure inspected [to include grid lines, 3. Noncompliance item(s) were noted this date, details on elevations (floors) and drawing details]: V following page(s). ❑ Yes fl No © N/A GENERATOR ENCLOUSRE EQUIPMENT PADS PER 5/S7.1 4. Noncompliance item(s) were reinspected this date, details AND NOTE #7 OF APPROVED PROJECT PLANS. on following page(s). ❑ Yes 0 No © N/A Conform Remain in progress Report(s) findings were discussed and left with TYLER of HOWARD S WRIGHT 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). Distribute attachments. Page of Daily Report of Reinforced Concrete For: 07/27/2010 CTI Job #: T1002544. Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 07/30/2010 KP /TF TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 1t1 Eugene Office (541) 345 -0289 (503) 589 -1252 Carlson Testing Inc• Salem Office Tigard Office (503) 684 -3460 Daily Report of Proprietary Anchors Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative K. THRALL OBOA 347 was on site this date Jul. 26, 2010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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. # 4 DOWELS 42" LONG WITH 4" EMBED SPACED AT 24" Name: TYLER ON CENTER FOR PERIMETER SLAB DOWELS FOR HOUSE Company: HOWARD S WRIGHT CONSTRUCTORS KEEPING SLABS AT GENERATOR ENCLOSURE. 2. Inspection was "IBC" © Continuous El 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 El In progress anchors. x 4.Verified installation of the anchors. 2. Completed work inspected was in compliance with x ® Approved plans and specifications ❑ Shop drawings 5. Verified anchor diameter. x ` 6. Verified steel grade. x ❑ RFI El Design change ❑ Submittal 0 N/A 7. Verified hole diameter. x Document #(s) Dated: 8. Verified type of drill bit used. 9. Verified hole cleaning method. x 3. Noncompliance item(s) were noted this date, details on 10. Verified adhesive application. x following page(s). ❑ Yes El No ® 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. x ❑ Conform ❑ Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ESR 2508 (12/08) JIM of HOWARD S WRIGHT CONSTRUCTORS Name of product being installed SIMPSON XP Batch Number 015W216W 350X252X Expiration Date 7/11 11 / 11 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). ❑ Distribute attachments. Page 1 of 1 Daily Report of Proprietary Anchors For: 07/26/2010 CTI Job #: T1002544 . Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 07/30/2010 KRT /KA TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carls 1 ° Eugene Office (541) 345 -0289 61Y S®� esting, Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Structural Steel Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative A. ACKERMANN OBOA 790 was on site this date Jul. 27, 2 010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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: JIM/ TYLER BALCONY SUPPORT COLUMNS TO DECK BEAM CONNECTION Company: HOWARD S WRIGHT ADJACENT AND BETWEEN GRIDS 1 /C -C.5. INSPECITON OF THE JOINT CONDITIONS AND PREPARATION WORK OCCURED 2. Inspection was "IBC" © Continuous Periodic PRIOR TO MONITORING THE SUBSEQUENT MULTIPASS 3. Work performed: © In the field ❑ At fab shop FCAW -S (371T -8) PERFORMANCE. ROOT AND FINAL COVER PASS STATUS WAS INSPECTED PER DETAIL 1/S7.4, S0.3 SPECIFICATIONS AND APPLICABLE AWS D1.1 CODE 4. If shop inspection do they have fabrication and QC REQUIREMENTS . procedures? Yes 0 No © N/A INSPECTION Yes No■/A 1. Reviewed previous inspection reports? X 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 SUMMARY installed 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, welding operators, and tackers conform. X 2. Completed work inspected was in compliance with 0 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 Submittal ❑ N/A connection are in compliance by random sampling. Document #(s) VAR I OUS /ABOVE Dated: 4/2 WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: CHRIS TRAHAN following page(s). 0 Yes © No 0 N/A Certification #: W07532 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). ❑ Yes El No © N/A 1. Verified the contractor's Welding Procedure Conform Remain in progress Specifications are in conformance with X AWS requirements. 2. Verified the essential variables outlined in the Report(s) findings were discussed and left with Welding Procedure Specifications were X JIM/ TYLER employed during execution of the work. of HOWARD S WRIGHT 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: 07/27/2010 CTI Job #: T1002544 . Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 08/02/2010 AA /KA TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUFF CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Inc. Eugene Office (541) 345 -0289 Carlson Testing, Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS Test Methods: ASTM C 39/C 172/C 1064/C 31 /C 143/C 231/C 1231 Date Molded: 07/02/2010 Date Received: 07/06/2010 Job Number: T1002544 . Permit #: BUP2010 -00070 Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF&R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD Contractor: HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP Subcontractor: Cast By: G. WATSON Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) - QUALITY CONTROL Truck #: 14 Load #: 1 Ticket#: 3295465 Weather: RAIN Test Time: 7 : 46 AM Air Temp. at Sampling Time: 54 Cylinders were cast for the following locations: BALCONY FOOTINGS Total Concrete Placement Location: BALCONY FOOTINGS & GENERATOR COLUMN FOOTINGS Strength Requirement: 4000 psi Pc @ 28 Days Slump: 4.500" % Air: 1.80% Mix Number: 40PGH2M0 Conc. Temp: 72 Cement Type: Max Agg: 3/4 Admix/Amt: 366 OZ Cubic Yards: 9 OF 18 Register Number: 0095493 Lab Location: TIGARD Set Test @ Test Total Avg. Area Unit Type Of Cap Tested No. Days Date Load Diameter PSI Fracture Type By I 7 07/09/2010 55700 4.02 12.69 4390 4 PAD 60 JT 28 07/30/2010 78263 4.01 12.62 6200 3 PAD 60 JT 28 07/30/2010 78394 4.01 12.62 6210 2 PAD 60 JT 28 07/30/2010 78508 4.01 12.62 6220 3 PAD 60 JT El Distribute attachments. Average Pc @ 28 days 6210 Please see reverse side for additional information. Job Number: T1002544 . Register Number: 0095493 Date Molded: 07/02/2010 Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) < 1 in. [25 mm] )\\\ Type 1 Type 2 Type 3 Reasonable well - formed Well- Formed cone on one Columnar vertical cracking cones on both ends, less end, vertical cracks running through both ends, no than 1 in. [25 mm] of through caps, no well - defined well - formed cones cracking through caps cone on other end Type 4 Type 5 Type 6 Diagonal fracture with Side fractures at top or Similar to Type 5 but no cracking through bottom (occur commonly .,nd of cylinder is pointed ends; tap with hammer to with unbonded caps) distinguish from Type 1 Asterisked ( *) average unit PSI test results did not meet listed acceptance criteria. Remarks: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG. PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Project Manager: JAMES F. HIETPAS Reviewed By: Ty Toiler On 08/02/2010 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. Bend Office (541) 330-9155 ®®Inc. Geotechnical Office (503) 601 -8250 Carison Testing, 1 V Salem Office (541) 345 -0289 (503) 589 -1252 Tigard Office (503) 684-3460 July 29, 2010 T1002544 Permit No. BUP2010 -00070 P.O. No. P18677 FIELD INSPECTION REPORT DATES COVERED: July 28, 2010 PROJECT: TV &R — Command & Business Operations Center (Phase III) ADDRESS: 11945 SW 70"' Avenue — Tigard, OR INSPECTOR: Jim Hietpas, Sr. As requested, this CTI representative was onsite to inspect the installation of 1 floor fire sprinkler EQ brace upgrade. Professional Fire Systems drawings EQ 1 of 2, Job #20104 was used for this inspection. New bracing Tolco #828 and /or #825 were used, area line 6 to 6.5, B to C lines. Anchors were installed and torqued per drawings Brace 1, 2 or 3 for main sprinkler lines. Wire per detail (Branch Restraint) installed for line pipe at locations and distances shown. Wire at approximately B C' /., C'/ and C.7, 2 to 6.5 line. The following are in progress: 1. Loosened wires need to be hand tight. 2. Holes drilled into beam flanges need engineer of record approval. 3. Need certification for #12 wire. 4. Recommend that prior to ceiling placement, contractor walk thru for acceptance of hangers. *** CHECK ONE BOX ONLY * ** YES NO 1. This is a preliminary inspection only. — OR — El 2. The work inspected conforms to acceptance criteria listed above. If "No," the portions of the work that are non - conforming items are clearly stated above and will be added to El the NCL. Remaining portions of the work, which are not preliminary in nature, are to be considered as conforming. 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 a y further questions regarding this matter, please do not hesitate to contact this office. Respectfull , ubmitted, CARLSON ESTIN ' , INC. Jame .frietpas Project 1 nager JFH /ks cc: Tualatin Valley Fire & Rescue — Siobhan Kirk mail / siobhan.kirk@tiffr.com City of Tigard Building Division KPFF — Ian Eikanas ian.eikanas@kpff.com PSE Architects — Nathan Junkert nathan@psearchs.com Howard S Wright Constructors — Jason Chupp chuppj@hswc.com Tualatin Valley Fire & Rescue — Greg Perry greg.perry@tyfr.com Tualatin Valley Fire & Rescue — Nancy Collins nancy.collins@tyfr.com r. Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 q 1 Eugene Office (541) 345 -0289 Carlson l lso Testing g Inca Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 Daily Report of Proprietary Anchors Client TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative A. NUNLEY OBOA 866 was on site this date Jul. 09, 2 010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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. CTI REPRESENTATIVE WAS ONSITE FOR A PERIODIC Name: JIM INSPECTION. CTI REP OBSERVED THE INSTALLATION OF Company: HOWARD S WRIGHT (50) POWERS SNAKE + (50- VERTICAL) 3/8" POWERS SNAKE + 1 5/8" EMBED PER DETAILS 1 THRU 6 /S1.2. 2. Inspection was "IBC" 0 Continuous © Periodic NOTE: COPY OF ICC IS ATTACHED PROPRIETARY ANCHORS Yes No N/A 1. Reviewed previous inspection reports? 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 ❑ Shop drawings 5. Verified anchor diameter. x 6. Verified steel grade. RFI 0 Design change 0 Submittal 0 N/A 7. Verified hole diameter. x • Document #(s) Dated: 8. Verified type of drill bit used. x 9. Verified hole cleaning method. 3. Noncompliance item(s) were noted this date, details on 10. Verified adhesive application. x following page(s). 0 Yes No ® N /A 11. Verified edge distance. 4. Noncompliance item(s) were reinspected this date, details 12. Verified spacing. on following page(s). 0 Yes ❑ No © N/A 13. Verified installation torque. x ❑ Conform 0 Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ESR 2272 (9/1/09) JIM of HOWARD S WRIGHT Name of product being installed POWERS SNAKE + 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). 2 Distribute attachments. Page 1 of '- 4 Dai;y Report of Proprietary Anchors = or: 07/09/2010 CTI Job #: T1002544. Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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 f 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: James Hietpas Review Date: 07/16/2010 ALN /KA • CC: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM ► ESR -2272 I Most Widely Accepted and Trusted Page 3 of 8 1 Limits on edge distance, anchor spacing and member normal weight or structural sand - lightweight concrete thickness as given in Table 1 of this report must apply. An over steel deck having a minimum specified example of Allowable Stress Design tension values is compressive strength, f of 3,000 psi (20.7 MPa). given in Table 4 of this report. 5.4 The values of f used for calculation purposes must 4.2.2 Interaction of Tensile and Shear Forces: The not exceed 8,000 psi (55.1 MPa). interaction must be calculated and consistent with ACI 318 5.5 Strength design values must be established in D.7, as follows: accordance with Section 4.1 of this report. For shear loads V <_ O.2Vallowable,ASD, the full allowable 5.6 Allowable stress design values must be established in load in tension Tauowabie,ASD must be permitted. accordance with Section 4.2 of this report. For tension loads T <_ O.2 Tauowable,ASD, the full allowable 5.7 Anchor spacing and edge distance, as well as load in shear Valowab,e,ASD must be permitted. minimum member thickness, must comply with Table 1 of this report. For all other cases: T + V <_ l .2 (Eq-3) 5.8 Prior to installation, calculations justifying that the T allowable,ASD V allowable,ASD design loads comply with this report must be 4.3 Installation: submitted to the code official for approval. The calculations and details must be prepared by a Installation parameters are provided in Table 1, and registered design professional where required by the Figures 2, 3 and 4. The Snake+ anchor must be installed statutes of the jurisdiction in which the project is to be according to manufacturer's published installation constructed. instructions and this report. Anchors must be installed in 5.9 Since an ICC-ES acceptance criteria for evaluating holes drilled into concrete using carbide- tipped masonry data to determine the performance of screw anchors drill bits complying with ANSI B212.15-1994. The drill bit subjected to fatigue or shock loading is unavailable at size and drilled hole depth must be in accordance with this time, the use of these anchors under such Table 1. The anchors must be installed in drilled holes with conditions is beyond the scope of this report. a powered impact screwdriver and fitted with a Snake+ setting tool supplied by Powers Fasteners. The allowable 5.10 Anchors may be installed in regions of concrete ranges of installation parameters for the Snake+ anchors where cracking under service load conditions has using powered impact screwdriver are given in Table 1. occurred or where analysis indicates cracking may The anchors must be driven until the shoulder of the occur (f > f subject to the conditions of this report. Snake+ setting tool comes into contact with the surface of 5.11 Anchors may be used to resist short-term loading due the concrete. The minimum thread engagement of a to wind or seismic forces in locations designated as threaded rod or bolt insert element assembly into the Seismic Design Categories A through F, subject to Snake+ anchor must be full anchor depth. the conditions of this report. 4.4 Special Inspection: 5.12 Anchors are not permitted to support fire- resistance- Special inspection is required in accordance with Section rated construction. Where not otherwise prohibited by 1704.13 of the IBC and, as applicable, Section 1701.5.2 of the code, anchors are permitted for installation in fire - the UBC. The special inspector must make periodic resistance -rated construction provided that at least inspections during anchor installation to verify anchor type, one of the following conditions is fulfilled: anchor dimensions, concrete type, concrete compressive • Anchors are used to resist wind or seismic forces strength, hole dimensions, steel insert element type and only. dimensions, anchor spacing, edge distances, concrete • Anchors that support gravity load- bearing structural thickness, anchor embedment, steel insert element depth, elements are within a fire - resistance -rated envelope maximum tightening torque and adherence to the or a fire- resistance -rated membrane, are protected manufacturer's printed installation instructions. The special by approved fire - resistance -rated materials, or have inspector must be present as often as required in been evaluated for resistance to fire exposure in accordance with the "statement of special inspection." accordance with recognized standards. Under the IBC, additional requirements as set forth in Sections 1705 and 1706 must be observed, where • Anchors are used to support nonstructural applicable. elements. 5.0 CONDITIONS OF USE 5.13 Snake+ anchors must not be removed from concrete and reused. The Powers Snake+ anchors described in this report comply with, or are suitable alternatives to what is 5.14 Anchors have been evaluated for reliability against specified in, those codes indicated in Section 1.0 of this brittle failure and found to be not significantly sensitive report, subject to the following conditions: to brittle failure such as hydrogen embrittlement. 5.1 Anchor and steel insert element sizes, dimensions, 5.15 Special inspection must be provided in accordance and minimum embedment depth are as set forth in with Section 4.4 of this report. this report. 5.16 Use of anchors is limited to dry, interior locations. 5.2 The anchors and inserts must be installed in 5.17 Anchors are manufactured under an approved quality accordance with the manufacturer's published control program with inspections by CEL Consulting installation instructions and this report. In case of (AA -639). conflict, this report governs. 6.0 EVIDENCE SUBMITTED 5.3 Anchors must be limited to use in cracked and Data in accordance with the ICC -ES Acceptance Criteria uncracked normal weight concrete and structural for Mechanical Anchors in Concrete Elements (AC193), sand - lightweight concrete having a specified which incorporates requirements in ACI 355.2 -04, dated compressive strength, f of 2,500 psi to 8,500 psi February 2009, for use in cracked and uncracked concrete (17.2 MPa to 58.6 MPa), and cracked and uncracked and quality control documentation. Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 • Eugene Office (541) 345 -0289 Carlson Testing, Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Structural Steel Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CT' representative D. LOFTESNESS OBOA 809 /WABO SI 01507 was on site this date Jul. 19, 2010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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: JOSH 1) REVIEWED CONTRACT DRAWINGS FOR PHASE III DATED Company: INSTA FAB 04/27/10 FOR CONNECTIONS DETAILS. REVIEWED STRUCTURAL DRAWING FOR A PREVIOUS PHASE FOR 2. Inspection was "IBC" © Continuous El Periodic STRUCTURAL NOTES NOT INCLUDED IN LATEST SET OF 3. Work performed: 0 In the field © At fab shop DRAWINGS; REVISION 2 DATED 10/31/06. INSTA -FAB 2) WELDING PERSONNEL ENGAGED IN WELDING TODAY: 4. If shop inspection do they have fabrication and QC procedures? IN Yes 0 No ❑ N/A A) WILLIAM ENGLISH, FCAW, COP 4520 EXP 8/18/10 B) JESSIE RISTAU, FCAW, AWS D1.1, TEST DATED INSPECTION 06/08/10 BY PSI Yes NoN /A 1. Reviewed previous inspection reports? C) SHAWN HILL, FCAW, AWS D1 . 1, TEST DATED 05/16/08 BY PSI 2. Verified steel materials are in compliance by reviewing random samples of the mill test reports, steel ID X markings or other documentation. 3) OBSERVED AND EXAMINED COMPLETED MULTI -PASS 3. Verified weld filler materials conform. X FILLET WELDING OF HSS COLS FOR CONFORMANCE TO 4. Checked steel members to see they were fabricated and SHOP DWGS REV. 2 DTD 07/08/10 & DTLS 3 & 4 ON erected in accordance with the workmanship and X tolerances required. S7 . 3 . > 5. Checked welded studs and structural connections were REPORT SUMMARY 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, welding operators, and tackers conform. x 2. Completed work inspected was in compliance with 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 Submittal N/A connection are in compliance by random sampling. Document #(s) SEE NARRATIVE Dated: WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: sEE NARRATIVE following page(s). El Yes © No 0 N/A Certification #: 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). El Yes © No 0 N/A 1. Verified the contractor's Welding Procedure Specifications are in conformance with X El Conform 1=1 Remain in progress AWS requirements. 2. Verified the essential variables outlined in the Report(s) findings were discussed and left with Welding Procedure Specifications were JOSH employed during execution of the work. Of INSTA -FAB 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. 0 See additional report page(s). ❑ Distribute attachments. Page 1 of 2 Daily Report of Structural Steel For: 07/19/2010 CTI Job #: T1002544. Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Notes: A) HSS 5 X 5 X 3/8 COLUMN, MARKED 2A (2) B) HSS 5 X 5 X 3/8 COLUMN, MARKED 2B (2) C) HSS 5 X 5 X 3/8 COLUMN, MARKED 2C (1) D) HSS 5 X 5 X 3/8 COLUMN, MARKED 2D (1) 4) OBSERVED AND EXAMINED COMPLETED PJP WELDING OF CANOPY FRAME FOR CONFORMANCE TO SHOP DRAWINGS REV. 2 DATED 07/08/10 AND DETAIL 2/S7.4. A) WELDING OF W8 X 35 PJP CONNECTIONS ARE 90% COMPLETED; BACK -GOUGE OF SOME CONNECTIONS REMAIN TO BE COMPLETED. * NOTE: SOME JOINT FIT -UP CONFIGURATIONS WERE OUTSIDE AWS D1.1 REQUIREMENTS FOR ROOT GAP TOLERANCES REGARDING PJP WELDS. THE ENGINEER WAS CONTACTED AND SUGGESTED CHANGING THE AFFECTED WELDS TO CJP WITH BACKING WHERE NECESSARY; UT EXAMINATION WOULD NOT BE REQUIRED IN THOSE CASES. B) FIT -UP OF CHANNEL AND ANGLES TO FRAME REMAIN TO BE COMPLETED PENDING COMPLETION OF THE W8 WELDING. 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: James Hietpas Review Date: 07/23/2010 DEL /CK TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carlson Testing, Office (541) 345 -0289 ing, Inc. Salem Office (503)589 -1252 Tigard Office (503) 684-3460 Daily Report of Structural Steel Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative D. LOFTESNESS OBOA 809 /WABO SI 01507 was on site this date Jul. 20, 2 010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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: JOSH 1) REVIEWED CONTRACT DRAWINGS FOR PHASE III, Company: INS TA FAB (4/27/10) FOR CONNECTIONS DETAILS. REVIEWED STRUCTURAL DRAWING FOR A PREVIOUS PHASE FOR 2. Inspection was "IBC" © Continuous 0 Periodic STRCTURAL NOTES NOT INCLUDED IN LSTEST SET OF 3. Work performed: ❑ In the field © At fab shop DRAWINGS; REVISION 2 DATED (10/31/06). INSTA FAB 2) OBSERVED AND EXAMINED COMPLETED PJP WELDING CANOPY FRAME FOR CONFORMANCE TO SHOP DRAWINGS REV 4. If shop inspection do they have fabrication and QC 2 (10/31/06). procedures? © Yes No El N/A A) WELDING OF W8 X 35 PJP CONNECTIONS COMPLETED, VERIFIED BACK -GOUGE AND BACK WELDING OF INSPECTION CONNECTIONS AS REQUIRED BY CONVERSATION WITH Yes NoN /A 1. Reviewed previous inspection reports? ENGINEER ON 7/20/10 CONCERNING CHANGING DESIGN OF WELDS WITH EXCESSIVE ROOT GAP. 2. Verified steel materials are in compliance by reviewing random samples of the mill test reports, steel ID X B) NOTE: SIGNLE PASS FILLET WELDING IS INCOMPLETE markings or other documentation. FOR THESE CONNECTIONS; HOWEVER PRELIMINARY VISUAL 3. Verified weld filler materials conform. X REVEALS SEVERAL DISCREPANCIES THAT WILL REQUIRE 4. Checked steel members to see they were fabricated and CORRECTION PRIOR TO FINAL VISUAL OF ASSEMBLY. erected in accordance with the workmanship and X tolerances required. (CON' T ON NOTES) 5. Checked welded studs and structural connections were REPORT SUMMARY 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. Work inspected in progress welding operators, and tackers conform. X 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 1=1 Design change Submittal N/A connection are in compliance by random sampling. Document #(s) sEE NARATIVE Dated: WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: VERIFIED AND DOCUMENTED PREVIOUSLY following page(s). 0 Yes © No El N/A Certification #: 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). 0 Yes © No 0 N/A 1. Verified the contractor's Welding Procedure Conform Remain in progress Specifications are in conformance with X AWS requirements. 2. Verified the essential variables outlined in the Report(s) findings were discussed and left with Welding Procedure Specifications were X JOSH employed during execution of the work. o f INSTA - FAB 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: 07/20/2010 CTI Job #: T1002544 . Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Notes: (CONTINUED FROM LOCATION): B CONTINUED).. MARKED ALL DISCREPANCIES FOUND WITH SOAR STONE ON STEEL. C) FIT -UP OF CHANNEL AND ANGLES TO FRAM REMAIN TO BE COMPLETED PENDING COMPLETION OF THE W8 WELDING. 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: James Hietpas Review Date: 07/23/2010 DEL /KA TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carlson Testing Inc. Eugene Office (541) 345-0289 Salem Office (503) 589 -1252 9 ffi Tigard Office (503) 684 -3460 Daily Report of Reinforced Concrete Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative G. WATSON OBOA 363 was on site this date Jul. 19, 2010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 SCOPE OF INSPECTION CONCRETE 1. Checked in with superintendent or client representative. 1. Mix Design approved? © Yes 0 No N/A Name: TYLER Company: HOWARD S WRIGHT 2. Monitored loads arriving at job site for correct: Mix #: 4 0 PGH2 MO 2. Type of work: © Concrete © Reinforcing Slump 6 +/ - 1 % Air * * * 3. Work included: © Sampling © Inspection 3. Type of samples made? 4 X 8 4. Inspection was 'IBC' © Continuous El Periodic Number of sets 1 Samples per set 4 5. Work performed: ® In the field El At precast shop 4. Inspected placing and consolidation of approx. 49 cubic yards of concrete. REINFORCING Yes No N/A Location of concrete placement [to include grid lines, elevations 1. Reviewed previous inspection reports? x (floors) and drawing details]: 2. Forms clear of debris? * * * AIR : 2 +/ 1.5 x 3. Type, grade, size, quantity, spacing and x condition conform? GENERATOR SLAB PER DETAILS 5 /S7.1, 6/S7.1, 4. Verified forms will nominally result in 4/S7.1, NOTE #6 ON S7.1. hardened concrete of the required x cross- sectional dimensions. 5. Verified location of reinforcing steel, pipes, conduits and sleeves with respect to x minimum concrete cover. 6. Verified type and location of splices, length x After samples are tested, results will follow on break report. of contact laps, and min. diameter of bends. 7. Verified support & anchorage of reinforcing REPORT SUMMARY steel in the forms. x 1. Work inspected was: ® Completed ❑ In progress 8. Verified structural embedments in the forms x 2. Completed work inspected was in compliance with with regard to fabrication, quality and type. © Approved plans and specifications El Shop drawings 9. Verified structrual embedments in the forms with regard to weld inspection, quantity, and x El RFI El Design change El Submittal 0 N/A permits issued. 10. Verified cast in place anchors. x Document #(s) Dated: Description of structure inspected [to include grid lines, 3. Noncompliance item(s) were noted this date, details on elevations (floors) and drawing details]: following page(s). El Yes El No © N/A GENERATOR SLAB PER DETAIL 5/S7.1, 6/57.1, 4. Noncompliance item(s) were reinspected this date, details 4/S7.1, NOTE #6 ON S7.1. on following page(s). lj Yes No ® N/A ❑ Conform ❑ Remain in progress • Report(s) findings were discussed and left with TYLER of HOWARD S WRIGHT 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. 0 See additional report page(s). El Distribute attachments. Page 1 of 1 Daily Report of Reinforced Concrete For: 07/19/2010 CTI Job #: T1002544. Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 07/22/2010 Gw /xA TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carlson Testing Inc. Eugene Office (541) 345-0289 Salem Office (503) 589 -1252 9 Tigard Office (503) 684 -3460 Daily Report of Reinforced Concrete Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative G. WATSON OBOA 363 was on site this date Jul . 02 , 2010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 SCOPE OF INSPECTION CONCRETE 1. Checked in with superintendent or client representative. 1. Mix Design approved? © Yes 0 No ❑ N/A Name: JIM PICKERING Company: HOWARD S WRIGHT 2. Monitored loads arriving at job site for correct: Mix #: 1412440PGH2M0 2. Type of work: © Concrete © Reinforcing Slump 6 +1 1 % Air * * 3. Work included: © Sampling © Inspection 3. Type of samples made? 4 X 8 4. Inspection was 'IBC' © Continuous I=1 Periodic Number of sets 1 Samples per set 4 5. Work performed: ® In the field At precast shop 4. Inspected placing and consolidation of approx. 19 cubic yards of concrete. REINFORCING Yes No N/A Location of concrete placement [to include grid lines, elevations (floors) and drawing details]: 1. Reviewed previous inspection reports? x *** 2. Forms clear of debris? * * * AIR : 2 + / 1 . s x 3. Type, grade, size, quantity, spacing and x condition conform? GENERATOR ENCLOSURE COLUMN FOOTINGS DETAIL 4. Verified forms will nominally result in 3/S7.1. BALCONY FOOTINGS DETAIL 1/S7.3, 3/S7.3, hardened concrete of the required x 4/S7.3. cross - sectional dimensions. 5. Verified location of reinforcing steel, pipes, x THIRTY MINUTES WAIT FOR CLEAN UP LOAD. conduits and sleeves with respect to minimum concrete cover. 6. Verified type and location of splices, length After samples are tested, results will follow on break report. of contact laps, and min. diameter of bends. x REPORT SUMMARY 7. Verified support & anchorage of reinforcing steel in the forms. x 1. Work inspected was: © Completed 0 In progress 8. Verified structural embedments in the forms 2, Completed work inspected was in compliance with with regard to fabrication, quality and type. x p p p © Approved plans and specifications 0 Shop drawings 9. Verified structural embedments in the forms with regard to weld inspection, quantity, and x RFI Design change fl Submittal fl N/A permits issued. 10. Verified cast in place anchors. x Document #(s) Dated: Description of structure inspected [to include grid lines, 3. Noncompliance item(s) were noted this date, details on elevations (floors) and drawing details]: following page(s). fl Yes No © N/A GENERATOR ENCLOSURE COLUMN FOOTINGS DETAIL 4. Noncompliance item(s) were reinspected this date, details 3/S7.1, BALCONY FOOTINGS DETAILS 1/S7.3, 3/S7.3, on following page(s). 0 Yes No © N/A 4/S7.3. ❑ Conform ❑ Remain in progress Report(s) findings were discussed and left with JIM PICKERING of HOWARD S WRIGHT 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). ❑ Distribute attachments. Page 1 of 1 Daily Report of Reinforced Concrete For: 07/02/201.0 CTI Job #: T1002544. Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 07/12/2010 GW /KA TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Eugene Office (541) 345-0289 Carlson Testing, Into Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 Daily Report of Proprietary Anchors Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative G. WATSON OBOA 363 was on site this date Jul. 19, 2010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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. ELECTRICIAN RACKING IN MENS LOCKER ROOM. (3) Name: KENT 1/2" KBTZ EMBEDED 2 5/8" PER ENGINEER LETTER Company: EC DATED (7/14/10) AND DETIAL SB -2 B2002. ANCHORS TORQUED TO 40 FT /LBS PER ICC ESR 1917. 2. Inspection was "IBC" © Continuous ❑ Periodic PROPRIETARY ANCHORS Yes No N/A 1. Reviewed previous inspection reports? 2. Reviewed evaluation report? Verified following items meet manufacturer's REPORT SUMMARY published installation instructions. 3. Verified minimum embedment depth of the 1. Work inspected was: © Completed fl In progress anchors. x ' 2. Completed work inspected was in compliance with 4.Verified installation of the anchors. x 5. Verified anchor diameter. © Approved plans and specifications ❑ Shop drawings x 6. Verified steel grade. x RFI 0 Design change Submittal ❑ N/A 7. Verified hole diameter. x Document #(s) ENGINEER LETTER Dated: 7/14/10 8. Verified type of drill bit used. 9. Verified hole cleaning method. x 3. Noncompliance item(s) were noted this date, details on 10. Verified adhesive application. x following page(s). ❑ Yes 0 No E 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 n No ® N/A 13. Verified installation torque. x D Conform 0 Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ICC ESR 1917 (9/1/07) KENT of EC Name of product being installed HILTI KBTZ 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). ❑ Distribute attachments. Page 1 of 1 Daily Report of Proprietary Anchors For: 07/19/2010 CTI Job #: T1002544. Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 07/22/2010 GW /KA TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carlson Testing, Inc. Eugene Office (541) 345 -0239 Salem Office (503) 589 -1252 9 ffi Tigard Office (503) 684 -3460 REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS Test Methods: ASTM C 39/C 172/C 1064/C 31 /C 143/C 231/C 1231 _ Date Molded: 07/02/2010 Date Received: 07/06/2010 Job Number: T1002544. Permit #: BUP2 010 - 0 0 0 7 0 Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD Contractor: HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP Subcontractor: Cast By: G. WATSON f Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) - QUALITY CONTROL Truck #: 14 Load #: 1 Ticket #: 3295465 Weather: RAIN Test Time: 7:46 AM Air Temp. at Sampling Time: 54 Cylinders were cast for the following locations: BALCONY FOOTINGS Total Concrete Placement Location: BALCONY FOOTINGS & GENERATOR COLUMN FOOTINGS Strength Requirement: 4000 psi f c@ 28 Days Slump: 4.500" % Ai 1.80% Mix Number: 40PGH2M0 Conc. Temp: 72 Cement Type: Max Agg: 3/4" Admix/Amt: 3 66 OZ Cubic Yards: 9 OF 18 Register Number: 0095493 Lab Location: TIGARD Set Test @ Test Total Avg. Area Unit Type Of Cap Tested No. Days Date Load Diameter PSI Fracture Type By I 7 07/09/2010 55700 4.02 12.69 4390 4 PAD 60 JT 28 07/30/2010 28 07/30/2010 28 07/30/2010 0 Distribute attachments. Average f c@ 2 8 days Please see reverse side for additional information. Job Number: T1002544. Register Number: 0095493 Date Molded: 07/02/2010 Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) <1 in. [25 mm] Type 1 Type 2 Type 3 Reasonable well - formed Well- Formed cone on one Columnar vertical cracking cones on both ends, less end, vertical cracks running through both ends, no than 1 in. [25 mm] of through caps, no well - defined well - formed cones cracking through caps cone on other end Type 4 Type 5 Type 6 Diagonal fracture with Side fractures at top or Similar to Type 5 but no cracking through bottom (occur commonly end of cylinder is pointed ends; tap with hammer to with unbonded caps) distinguish from Type 1 Asterisked ( *) average unit PSI test results did not meet listed acceptance criteria. Remarks: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG.PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Project Manager: JAMES F. HIETPAS Reviewed By: Ty Toiler On 07/12/2010 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. Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carlson Testing, Eugene Office (541) 345 -0289 (503) 589 1252 ing Inc. I Salem Office Tigard Office (503) 684 -3460 Daily Report of Proprietary Anchors Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative G. FLEMING OBOA 814 was on site this date Jul. 15, 2010 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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. CTI ONSITE AND OBSERVED PLACEMENT OF (8), #4 Name: T YLER REBAR DOWELS, 3' TO 5' LENGTHS WITH 4" EMBED AT Company: HOWARD S WRIGHT SOUTH FACE OF COLUMN FOOTINGS. THERE WERE (2) 2. Inspection was "IBC" IN Continuous Periodic PER FOOTING. NCL NOTED: WORK PERFORMED DOES NOT MATCH PLANS. PROPRIETARY ANCHORS NEED ENGINEER'S APPROVAL TO PLACE DOWELS IN LIEU Yes No N/A OF CONTINUOUS REBAR BETWEEN FOOTINGS AS SHOWN ON 1. Reviewed previous inspection reports? X S7.1/3 AND4 . 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 ❑ In progress anchors. X 4.Verified installation of the anchors. 2. Completed work inspected was not in compliance with X © Approved plans and specifications Shop drawings 5. Verified anchor diameter. X 6. Verified steel grade. X ❑ RFI ❑ Design change 0 Submittal El 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). ® Yes n No 0 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 El No ® N/A 13. Verified installation torque. X ❑ Conform ❑ Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ESR 2508 (06/01/2009) JIM PICKERING of HOWARD S WRIGHT Name of product being installed S IMPSON SET -XP Batch Number 305X252X Expiration Date 11/30/2011 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 2 Daily Report of Proprietary Anchors For: 07/15/2010 CTI Job #: T1002544. Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 07/22/2010 GF /KS TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG. PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM Carlson Testing, Inc. Incompleted Items List (NCL) Jul 23, 2010 T1002544. Project Name: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) Project Address: 11945 SW 70TH AVENUE TIGARD OR Permit No: BUP2010 -00070 P.O. No: P18677 Project Manager: JAMES F. HIETPAS Item # Insp. Date Item Description Compliance CTI Sign -Off Date Corrected 1 GF 07/15/2010 WORK PERFORMED DOES NOT MATCH PLANS. CONTRACTOR STATED THAT HE HAS A VERBAL APPROVAL FROM THE ENGINEER OF RECORD TO PLACE DOWELS IN LIEU OF CONTINUOUS REBAR BETWEEN FOOTINGS AS SHOWN ON S7.1/3 AND 4. WILL NEED WRITTEN APPROVAL FROM ENGINEER FOR AS -BUILT CONDITION. TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK TO :CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS PSE ARCHITECTS - NATHAN JUNKERT HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP TUALATIN VALLEY FIRE & RESCUE - GREG PERRY INSTA -FAB CO INC - BRUCE PERKINS TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS Page:1 Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carlson Testing, Inc. c Salem O Oci e ce (541) 345 -0289 (503) 589 -1252 Tigard Office (503) 684 -3460 July 28, 2010 T1002544 Permit No. BUP2010 -00070 P.O. No. P18677 FIELD INSPECTION REPORT DATES COVERED: July 12, 2010 PROJECT: TV &R — Command & Business Operations Center (Phase III) ADDRESS: 11945 SW 70 Avenue — Tigard, OR INSPECTOR: R. Andree — COP #763, ACI #048632, OBOA #789 07/12/10 - Load Test As requested by Jim with Howard S Wright, CTI representative was on site and performed load tests on ceiling wires shot into pan deck, on first level of building. CTI representative tested 5% of shot in wires to 250-lbs for 10 seconds per 2010 OSSC section 1613.1. One wire failed in server room. (6) Wires were tested in immediate area without failure. All other wires held load. 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 CT!'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. Respectfu submitted, CARLS• TESTING, INC. Jam: . Hietpas Prod:: t Manager i ck •: Tualatin Valley Fire & Rescue — Siobhan Kirk mail siobhan.kirk @tvfr.com City of Tigard Building Division KPFF — Ian Eikanas ian.eikanas @kpff.com PSE Architects — Nathan Junkert nathan @psearchs.com Howard S Wright Constructors — Jason Chupp chuppj @hswc.com Tualatin Valley Fire & Rescue — Greg Perry greg.perry @tvfr.com Tualatin Valley Fire & Rescue — Nancy Collins nancy.collins @tvfr.com Bend Office (541) 330-9155 Ceotechnical Office (503) 601 -8250 Carlson Testing Inc. Eugene Office (541) 345-0289 Eugene Office (503) 589-1252 Tigard Office (503) 684 -3460 tally Report of Proprietary Anchors Client: TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) CTI Job #: T1002544. Address: 11945 SW 70TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative R. GOUTHRO OBOA 646 was on site this date Jun. 30, 2 01 0 to perform Special Inspection for: Permit BUP2010 -00070 DFS #(s) PO Number: P18677 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. (42) #4 AT 4 EMBEDMENT INTO EXISTING FOOTING PER Name: JIM DETAIL 3 AND 4 ON S7.3 AT GRIDS 1/C AND C.5 FOR Company: HOWARD S WRIGHT CONSTRUCTION CO CANOPY BALCONIES FOOTING. ALSO, #5 AT 5 " EMBED INTO EXISTING FOOTING PER DETAIL 3 AND 4 ON 2. Inspection was "IBC" © Continuous El Periodic 57.3. (11) #5 PLACES ON GRIDS 1- C -C.5. PROPRIETARY ANCHORS Yes No N/A 1. Reviewed previous inspection reports? 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 ❑ 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 ❑ Submittal 0 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. following page(s). 0 Yes El No © N /A 11. Verified edge distance. X 4. Noncompliance item(s) were reinspected this date, details 12. Verified spacing. x on following page(s). 0 Yes 0 No ® N/A 13. Verified installation torque. x 0 Conform 0 Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ESR 2508 (12/1/08) JIM of HOWARD S WRIGHT CONSTRUCTION CO Name of product being installed SIMPSON SET XP Batch Number 305Y252Y Expiration Date 11/30/11 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. El See additional report page(s). Distribute attachments. Page 1 of 1 Daily Report of Proprietary Anchors For: 06/30/2010 CTI Job #: T1002544. Project: TVF &R - COMMAND & BUSINESS OPERATIONS CENTER (PHASE III) 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: James Hietpas Review Date: 07/08/2010 RFG /KA TUALATIN VALLEY FIRE & RESCUE - SIOBHAN KIRK MAIL /SIOBHAN.KIRK @TVFR.COM TO: CITY OF TIGARD BUILDING DIVISION KPFF - IAN EIKANAS IAN.EIKANAS @KPFF.COM PSE ARCHITECTS - NATHAN JUNKERT NATHAN @PSEARCHS.COM HOWARD S WRIGHT CONSTRUCTORS - JASON CHUPP CHUPPJ @HSWC.COM TUALATIN VALLEY FIRE & RESCUE - GREG PERRY GREG. PERRY @TVFR.COM TUALATIN VALLEY FIRE & RESCUE - NANCY COLLINS NANCY.COLLINS @TVFR.COM