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(541)330.9153 Construction Materials Testing & inspection Fr i50?I -nvu 7• - n, • c503l 5S9.1309 6,,. ,_�Ir 33844163 Special Inspection FINAL SUMMARY LETTER October 14, 2010 T1002838 City of Tigard 13125 SW Hall Blvd Tigard, OR 97223 -8199 Attn: Building Department Re: Ultimate Electronics — Tenant Improvement 10031 Cascade Avenue — Tigard, OR Permit No.: BUP2010 -00096 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 Cast in Place Anchors and Adhesive Anchors Structural Welding- Shop & Field All inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Under all circumstances, the information contained in this report is provided subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Keith R. Gauvin Project Manager KRG /rb cc: Harvey Inc — Karl McKee karl.mckee @harveyusa.com City of Tigard Building Division Brad Young & Associates Inc — Bradley Young Fax: 559 222 -9633 DKC Enterprises — Dennis Kreger Jr dwkreger @comcast.net KMS Concrete Construction LLC — Kevin Soma kmsconcrete@comcast.net 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: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT CTI Job #: T1002838. Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative M. LARSON OBOA 240 was on site this date Auq . 25, 2 01 0 to perform Special Inspection for: Permit BUP2010 -00096 DFS #(s) PO Number: 677 SCOPE OF INSPECTION CONCRETE 1. Checked in with superintendent or client representative. 1. Mix Design approved? El Yes © No N/A Name: DAN Company: HARVEY INC 2. Monitored loads arriving at job site for correct: Mix #: 6 HN 0 5 0 0 0 2. Type of work: © Concrete © Reinforcing Slump 4 . 5 % Air 1 . 5 3. Work included: © Sampling © Inspection 3. Type of samples made? 6 X 12 CONCRETE CYLINDERS 4. Inspection was 'IBC' is Continuous I=1 Periodic Number of sets 1 Samples per set 3 5. Work performed: ® In the field 0 At precast shop 4. Inspected placing and consolidation of approx. 3 0 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 FOOTINGS 1 LINE D.7 TO G, G LINE 1 TO 7, AND 7 2. Forms clear of debris? x I LINE @ F.5. 3. Type, grade, size, quantity, spacing and X condition conform? 4. Verified forms will nominally result in THE FOLLOWING NCL WAS OBSERVED: hardened concrete of the required X #1: MIX DESIGN IS NOT APPROVED. cross - sectional dimensions. * *UPDATE: APPROVED MIX DESIGN WAS SENT TO KEITH 5. Verified location of reinforcing steel, pipes, X GAUVIN, CTI. 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 7. Verified support & anchorage of reinforcing REPORT SUMMARY steel in the forms. X 1. Work inspected was: ® Completed E In progress 8. Verified structural embedments in the forms x 2. Completed work inspected was not in compliance with with regard to fabrication, quality and type. 9. Verified structrual embedments in the forms ® Approved plans and specifications D Shop drawings with regard to weld inspection, quantity, and X RFI 0 Design change E 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 0 No 0 N/A FOOTINGS 1 LINE D.7 TO G, G LINE 1 TO 7, AND 7 4. Noncompliance item(s) were reinspected this date, details LINE @ F.5. on following page(s). © Yes E No 0 N/A ® Conform 0 Remain in progress Report(s) findings were discussed and left with DAN of HARVEY INC 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 Reinforced Concrete For: 08/25/2010 CTI Job #: T1002838 . Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT 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: Keith Gauvin Review Date: 08/27/2010 ML /RMB HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559 222 - 9633 HARVEY INC - KARL MCKEE DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET Carlson Testing, Inc. Incompleted Items List (NCL) Aug 30, 2010 T1002838. Project Name: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT Project Address: 10031 CASCADE AVENUE TIGARD OR Permit No: BUP2010 -00096 P.O. No: 677 Project Manager: KEITH R. GAUVIN Item # Insp. Date Item Description Compliance CTI Sign -Off Date Corrected 1 ML 08/25/2010 NO APPROVED MIX DESIGN ON SITE. KMS TO FAX RECEIVED APPROVED MIX KEITH R. GAUVIN 08/26/2010 APPROVED MIX DESIGN TO OFFICE. MIX 6HN0500 6 1/2 DESIGN. SACK FROM KNIFE RIVER WAS USED IN FOOTINGS ON 1 LINE, 7 LINE, AND G LINE. HARVEY INC - KARL MCKEE TO :CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG CARLSON GEOTECHNICAL - BRAD WILCOX HARVEY INC - KARL MCKEE DKC ENTERPRISES - DENNIS KREGER JR KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA Page: 1 Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carlson Test• Eugene Office (541) 345 -0289 ing, Inc• Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 Daily Report of Proprietary Anchors Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT CTI Job #: T1002838. Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative K. EDWARDS OBOA 783 was on site this date Auq. 20, 2 010 to perform Special Inspection for: Permit BUP2010 -00096 DFS #(s) PO Number: 677 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. CONTINUOUS VISUAL INSPECTION OF THE #4 REBAR Name: DAN SMITH DOWELS INTO EXISTING INTERIOR AND EXTERIOR Company: HARVEY INC. FOOTINGS PER DETAILS SK -3, REPLACES DETIAL #1 ON S5.5 AND DETAILS #7/S5.2 & #1 ON S5.4, (178) 2. Inspection was "IBC" © Continuous Periodic TOTAL PIECES INSTALLED /INSPECTED AT THE SOUTH -EAST & NORTH FOOTINGS AND ENTRY SILLS. PROPRIETARY ANCHORS NOTE: #5 BARS NOT INSTALLED OR INSPECTED TODAY. 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 El Shop drawings 5. Verified anchor diameter. X 6. Verified steel grade. © RFI ❑ Design change Submittal ❑ N/A 7. Verified hole diameter. X Document #(s) SEE ABOVE SK -1 & 3 Dated: ON RECORD 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 Conform ❑ Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ESR 2322 / REVISED 04/01/10 DAN SMITH of HARVEY INC. Name of product being installed HILTI HIT RE 500 -SD Batch Number 20:27L5 Expiration Date 02/2011 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. n See additional report page(s). Distribute attachments. Page of Daily Report of Proprietary Anchors For: 08/20/2010 CTI .lob #: T1002838. Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT 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: Keith Gauvin Review Date: 08/27/2010 KDE /TF HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559 - 222 - 9633 HARVEY INC - KARL MCKEE DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carlson Testing, Eugene Office (541) 345 -0289 ing, Inc I• Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Structural Steel Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT CTI Job #: T1002838. Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative C. KOCHIS was on site this date Aug. 16, 2010 to perform Special Inspection for: Permit BUP2010 -00096 DFS #(s) PO Number: 677 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 VISUALLY INSPECTED FILLET AND SINGLE FLARE COm an DKC ENTERPRISES BEVEL WELDS AS PER APPROVED DRAWINGS 1, 2, 3, p y 4, 5, DETAILS A, B, C, D. 2. Inspection was "IBC" © Continuous ❑ Periodic 3. Work performed: ❑ In the field © At fab shop TUBE STEEL COLUMNS WITH BASE PLATES, AND ANGLE DKC ENTERPRISES CLIPS AS REQUIRED - PC /MKS 1BS, 1DW, LAS, 3CW. 4. If shop inspection do they have fabrication and QC ALL THE ABOVE FIT -UP AND WELDS COMPLETE APPEARS procedures? © Yes ❑ No 0 N/A TO CONFORM TO JOB SPECIFICATION AND D1.1 REQUIREMENTS. 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. 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 with welding operators, and tackers conform. X p p p 8. Verified steel frame joint details for bracing, stiffening, © Approved plans and specifications 0 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: PAUL BROWN following page(s). 0 Yes IN No 0 N/A Certification #: WABO 09289 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 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 CHRIS employed during execution of the work. o f DKC ENTERPRISES 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: 0 8 /16 / 2 010 CTI Job #: T1002838 . Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT 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. Keith Gauvin Reviewed By: Steven W Leach Project Manager Review Date: 08/23/2010 CEK /CK HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559 222 - 9633 HARVEY INC - KARL MCKEE DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET Bend Office (541) 330-9155 I nc. eotechnical Office (503) 601 -8250 (541) Carlson Testing, I1 Saem Of Office (503) 589-1252 Tigard Office (503) 684-3460 Daily Report of Structural Steel Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT CTI Job #: T1002838. Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative C. KOCH IS was on site this date Auq . 13 , 2010 to perform Special Inspection for: Permit BUP2010 -00096 DFS #(s) PO Number: 677 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 VISUALLY INSPECTED FILLET AND SINGLE FLARE BEVEL COm pan DKC ENTERPRISES WELDS AS PER APPROVED DRAWING # 1,2,3,4,5 - p y DETAILS A,B,C,D. 2. Inspection was "IBC" © Continuous 0 Periodic 3. Work performed: El In the field © At fab shop TUBE STEEL COLUMNS WITH BASE PLATE AND ANGLE DRC ENTERPRISES CLIPS AS REQUIRED. PC /MKS FOR ABOVE DRAWINGS, 4AS, 4BS, 1CW, 2 EACH 4CW, 2 EACH 4DW, 3AW, 2CS, 4. If shop inspection do they have fabrication and QC 3BW, 2BS, 2AW. procedures? © Yes No D N/A PER DRAWING E2 -2EA W 16 X 57 WITH STIFFNERS, INSPECTION PC /MK 5A AND 5B. Yes NoN /A 1. Reviewed previous inspection reports? X ALL THE ABOVE FIT - UP AND WELD COMPLETE AND 2. Verified steel materials are in compliance by reviewing random samples of the mill test reports, steel ID X APPEARS TO CONFORM TO JOB SPECIFICATIONS AND D1.1 markings or other documentation. REQUIREMENTS . 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 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, 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: PAUL BROWN Certification #: WABO #09289 following page(s). ❑ Yes No ❑ N/A © 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). n Yes © No N/A 1. Verified the contractor's Welding Procedure Specifications are in conformance with X ❑ 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 CHRIS employed during execution of the work. of DKC ENTERPRISES 3. Verified the weldability of reinforcing steel Based on the Code, approval is required from the Building Official before the other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing has no authority to direct work of contractors or subcontractors. ❑ See additional report page(s). 0 Distribute attachments. Page 1 of 1 Daily Report of Structural Steel For: 08/13/2010 CTI Job #: T1002838. Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT 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: Keith Gauvin Review Date: 08/17/2010 CEK/ KA HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559- 222 -9633 HARVEY INC - KARL MCKEE DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Eugene Office (541) 345 -0289 C arlson Testing, Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Reinforced Concrete Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT CTI Job #: T1002838. Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative M. LARSON OBOA 240 was on site this date Aug. 26, 2 010 to perform Special Inspection for: Permit BUP2010 -00096 DFS #(s) PO Number: 677 SCOPE OF INSPECTION CONCRETE 1. Checked in with superintendent or client representative. 1. Mix Design approved? © Yes ❑ No ❑ N/A Name: DAN Company: HARVEY INC 2. Monitored loads arriving at job site for correct: Mix #: 6HN0 5 0 0 0 2. Type of work: © Concrete ❑ Reinforcing Slump 4 % Air 1.6 3. Work included: in Sampling 1=1 Inspection 3. Type of samples made? 6 X 12 CONCRETE CYLINDERS 4. Inspection was 'IBC' © Continuous 0 Periodic Number of sets 1 Samples per set 3 5. Work performed: ® In the field ❑ At precast shop 4. Inspected placing and consolidation of approx. 10 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? FOOTINGS 7 LINE AT F AND G. X 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 0 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. 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 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). 0 Yes ❑ No © N/A FOOTING 7 LINE AT F AND G. 4. Noncompliance item(s) were reinspected this date, details on following page(s). ❑ Yes El No IN N/A El Conform 0 Remain in progress Report(s) findings were discussed and left with DAN of HARVEY INC 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 Reinforced Concrete For: 08/26/2010 CTI Job #: T1002838. Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT 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: Keith Gauvin Review Date: 09/02/2010 ML/ KA HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559 222 - 9633 HARVEY INC - KARL MCKEE DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Eugene Office (541) 345 -0289 C arlson Testing, Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 REPORT OF 6 X 12 CONCRETE CYLINDRICAL TEST SPECIMENS Test Methods: ASTM C 39/C 172/C 1064/C 31 /C 143/C 231/C 1231 Date Molded: 08/25/2010 Date Received: 08/27/2010 Job Number: T1002838 . Permit #: BUP2010 -00096 Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD Contractor: HARVEY INC - KARL MCKEE Subcontractor: KMS Cast By: M. LARSON Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) - QUALITY CONTROL Truck #: 2186 Load #: 1 Ticket #: 3538277 Weather: SUNNY /HOT Test Time: 21:00 Air Temp. at Sampling Time: 76 Cylinders were cast for the following locations: FOOTINGS ON LINE 1 /D.7 -G Total Concrete Placement Location: FOOTINGS LINE 1 /D.7 -G, G /1 -7, 7/F.5 Strength Requirement: 4000 psi f c@ 28 Days Slump: 4.500" % Ai 1.50 Mix Number: 6HN0 5 0 0 0 Conc. Temp: 80 Cement Type: Max Agg: 1 1 / 2 " Admix/Amt: WRDA -64 Cubic Yards: 10 OF 30 Register Number: 0096154 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 09/01/2010 118146 5.98 28.07 4210 3 PAD 60 JT 28 09/22/2010 28 09/22/2010 28 09/22/2010 D Distribute attachments. Average f @ 28 days Please see reverse side for additional information. Job Number: T1002838 . Register Number: 0096154 Date Molded: 08/25/2010 Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT < 1 in. [25 mm] A , 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 l 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: HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559- 222 -9633 HARVEY INC - KARL MCKEE DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET Project Manager: KEITH R. GAUVIN Reviewed By: Ty Toiler On 09/02/2010 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 Geotechnical Office (503) 601 -8250 Inc. Eugene Office (541) 345 -0289 (503) 589-1252 C arison Testing, I Tigard Office (503) 684 -3460 Report Of In -Place Density Tests Date: 09/03/2010 Job Number: T1002838. Permit #: BUP2010 -00096 Client: HARVEY INC - KARL MCKEE ULTIMATE ELECTRONICS - TENANT IMPROVEMENT Project: 10031 CASCADE AVENUE TIGARD OR Address: 3/4 " -0 KNIFE RIVER Material Description: 135.5 10.0 90 Maximum Dry Density: lbs. /cu. ft. Optimum Moisture: % Required Compaction: Vo Standard Count for Gauge Serial # Troxler 28976 Method of Test: ASTM D2922 , D3017/ ASTM D1557 Source of Value Dated 08/17/2010 is project specific. Standard Counts - Density: 2403 Moisture: 673 Calibration Data: 03/2010 In -Place Density Date Of Test Code Test Density Moist. Mode Depth Elev. Field (lbs /cu. ft.) Test No. Location Count Count Ft. Moist. Wet Dry Comp. 1006 150 DT 8" -3' 8.1 139.6 129.1 08 -18 1 SF NORTHERN OF EAST PADS CENTER OF PAD 95 I 988 1 125 I DT 1 8" 1 -3' 6.5 1 140.5 1 131.9 08 -18 2 SF SOUTHERN OF EAST PADS CENTER PAD 97 1 1212 1 148 I DT 1 8" 1 -3' 8.5 1 135.6 1 125.0 08 -18 3 SF SOUTH EAST CORNER PAD CENTER PAD 92 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Please see reverse side for additional information. 0 Distribute attachments. Job Number: T1002838. Date Of Test: 08/18/2010 In -Place Density Date Of Test Code Test Density Moist. Mode Depth Elev. Field (lbs /cu. ft.) Test No. Location Count Count Ft. Moist. Wet Dry Comp. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Asterisked ( *) percent compaction test results did not meet listed acceptance criteria. Remarks: HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559- 222 -9633 HARVEY INC - KARL MCKEE DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET CARLSON GEOTECHNICAL - BRAD WILCOX Typist: CN Test By: T. EMERSON Reviewed By: Keith Gauvin On 09/02/2010 Test results were discussed and left with CARL of HARVEY INC Code Descriptions NC - No code (general fill areas and backfill /original ground /not fil BC - Base course (Rock Only) ET - Electrical trench SF - Structural fill (Buildings Non - Residential) RW - Retaining wall backfill GT - Gass line trench LF - Residential lot engineered fill WT - Water line trench CT - Cable, phone trenches RF - Roadway engineered fill (Soil Only) ST - Sanitary sewer trench PS - Pavement subgrade DT - Storm drain trench 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 Testi�1 Eugene Office (541) 345 -0289 (503) 589 -1252 ng, Inc. Salem Office Tigard Office (503) 684-3460 Daily Report of Proprietary Anchors Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT CTI Job #: T1002838. Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative M. LARSON OBOA 240 was on site this date Auq . 23, 2 010 to perform Special Inspection for: Permit BUP2010 -00096 DFS #(s) PO Number: 677 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. D TO E FROM 1 LINE AND G LINE 4 TO s . 5 , (9) #5 Name: DAN REBAR 7/S5.2 THROUGH WALL IN LOCATIONS. 7 LINE Company: HARVEY INC TO G, (8) #5 REBAR THROUGH WALL. 2. Inspection was "IBC" © Continuous Periodic PROPRIETARY ANCHORS Yes No N/A 1. Reviewed previous inspection reports? x 2. Reviewed evaluation report? x Verified following items meet manufacturer's REPORT SUMMARY published installation instructions. 3. Verified minimum embedment depth of the 1. Work inspected was: in 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 IJ N/A 7. Verified hole diameter. x S K 3 Dated: 8/18/10 Document #(s) 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). El 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 El 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 2322 (4/1/10) DAN of HARVEY INC Name of product being installed HILTI RE 500 SD Batch Number 2805102026 L5 Expiration Date 2/11 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). El Distribute attachments. Page 1 of 1 Daily Report of Proprietary Anchors For: 08/23/2010 CTI Job #: T1002838. Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT 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: Keith Gauvin Review Date: 09/01/2010 ML /KA HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559 222 - 9633 HARVEY INC - KARL MCKEE DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET Bend Office (541) 330 -9155 a� �1 Testing, Geotechnical Office (503) 601 -8250 C arks 1 Testing Inc. Eugene Office (541) 345 -0289 Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 REPORT OF 6 X 12 CONCRETE CYLINDRICAL TEST SPECIMENS Test Methods: ASTM C 39/C 172/C 1064/C 31/C 143/C 231/C 1231 Date Molded: 08/26/2010 Date Received: 08/27/2010 Job Number: T1002838 . Permit #: BUP2010 -00096 Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD Contractor: HARVEY INC - KARL MCKEE Subcontractor: KMS Cast By: M. LARSON Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) - QUALITY CONTROL Truck #: 987 Load #• 1 Ticket#: 3538293 Weather: CLOUDY /WARM Test Time: 1:00 PM Air Temp. at Sampling Time: 70 Cylinders were cast for the following locations: SAME AS BELOW Total Concrete Placement Location: FOOTINGS LINE 7/F & G Strength Requirement: 4000 psi F c@ 28 Days Slump: 4.000" % Air: 1.60% Mix Number: 6HN05000 Conc. Temp: 80 Cement Type: Max Agg: 1 " Admix/Amt: WRDA -64 Cubic Yards: 10 OF 10 Register Number: 0096130 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 09/02/2010 126219 5.95 27.79 4540 1 PAD 60 JT 28 09/23/2010 28 09/23/2010 28 09/23/2010 n Distribute attachments. Average f c @ 28 days Please see reverse side for additional information. Job Number: T1002838 . Register Number: 0096130 Date Molded: 08/26/2010 Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT —b►. 4 < 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 j 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: HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559- 222 -9633 HARVEY INC - KARL MCKEE DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET Project Manager: KEITH R. GAUVIN Reviewed By: Reviewed On 09/07/2010 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 ���t���� Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 Daily Report of Structural Steel Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT CTI J #: T1002838. Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative K. ROBERTSON was on site this date Sep. 08, 2 01 0 to perform Special Inspection for: Permit BUP2010 -00096 DFS #(s) PO Number: 677 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: DANNY CTI ARRIVED AT 8:00AM AND MONITORED PARAMETERS Company: HARVEY INC. FOR FLARE BVELS AS IN DRAWING E2. VERIFIED WELDER QUALIFICATIONS AND VISUALLY INSPECTED ALL 2. Inspection was "IBC" © Continuous 0 Periodic WELDS IN NORTH OPENING. EAST OPENING WAS TACKED 3. Work performed: © In the field Fl At fab shop AND FIT UP FOR WELDING AS IN DRAWING E2. ALL WELDING ON NORTH OPENING WAS COMPLETED AND 4. If shop inspection do they have fabrication and QC WAS IN CONFORMANCE WITH AWS D1.1 2010, TABLE procedures? ❑ Yes 0 No © N/A 6.1 ACCEPTANCE CRITERION INSPECTION CTI REPRESENTATIVE LEFT SITE AT 1:30PM. Yes NoN /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. 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: 0 Completed is 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 0 Shop drawings member locations, and application of joint details at each X ❑ RFI Design change Submittal 0 N/A connection are in compliance by random sampling. Document #(s) 1112/E2 Dated: 07/22/10 WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: ROBERT KRAUSE following page(s). ❑ Yes El No ® N/A Certification #: BK 1311100 EXP. 02/05/11 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). 0 Yes n No © N/A 1. 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 DANNY employed during execution of the work. of HARVEY 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. ❑ See additional report page(s). 0 Distribute attachments. Page 1 of 1 Daily Report of Structural Steel For: 09/08/2010 CTI Job #: T1002838. Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT 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: Keith Gauvin Review Date: 09/15/2010 KR /CK HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559 222 - 9633 HARVEY INC - KARL MCKEE DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET 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 6 X 12 CONCRETE CYLINDRICAL TEST SPECIMENS Test Methods: ASTM C 39/C 172/C 1064/C 31/C 143/C 231/C 1231 Date Molded: 08/31/2010 Date Received: 09/01/2010 Job Number: T1002838 . Permit #: BUP2010 -00096 Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD Contractor: HARVEY INC - KARL MCKEE Subcontractor: KMS Cast By: G. WATSON Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) - QUALITY CONTROL Truck #: 386 Load #: 1 OF 2 Ticket #: 3538338 Weather: OVERCAST /COOL Test Time: Air Temp. at Sampling Time: 59 Cylinders were cast for the following locations: SLAB INFILL AT G/1 Total Concrete Placement Location: SLAB INFILL AT G/1 Strength Requirement: 4000 psi f c@ 28 Days Slump: 3.250" % Air: 1.60 0 Mix Number: 6HN05000 Conc. Temp: 68 Cement Type: Max Agg: 1 1/2" Admix/Amt: KRDA -64 : 48 OZ Cubic Yards: 2 OF 3.5 Register Number: 0096196 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 09/07/2010 117308 5.98 28.07 4180 2 PAD 60 JT 28 09/28/2010 28 09/28/2010 28 09/28/2010 n Distribute attachments. Average f @ 28 days Please see reverse side for additional information. Job Number: T1002838 . Register Number: 0 096196 Date Molded: 08 / 31 /2010 Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT <1 in. [25 mm] i i / J J f j 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: HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559- 222 -9633 HARVEY INC - KARL MCKEE DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET Project Manager: KEITH R. GAUVIN Reviewed By: Reviewed On 09/08/2010 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, ���o Sa Office (541) 345-0289 Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 Daily Report of Reinforced Concrete Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT CTI Job #: T1002838. Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative G. WATSON OBOA 363 was on site this date Auq. 31, 2010 to perform Special Inspection for: Permit BUP2010 -00096 DFS #(s) PO Number: 677 SCOPE OF INSPECTION CONCRETE 1. Checked in with superintendent or client representative. 1. Mix Design approved? © Yes No N/A Name: DANNY Company: HARVEY 2. Monitored loads arriving at job site for correct: Mix #: HNO5000 2. Type of work: El Concrete Reinforcing Slump 4 " +/ 1 " % Air * * * * * * * 3. Work included: © Sampling © Inspection 3. Type of samples made? 4 X 8 CONCRETE CYLINDERS 4. Inspection was 'IBC' © Continuous El 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. 3 . 5 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 0 + / -1 . s o x 3. Type, grade, size, quantity, spacing and x condition conform? SLAB INFILL AT G + 1. 4. Verified forms will nominally result in DETAILS S2.1, 7/S5.4. hardened concrete of the required x 1ST TRUCK DELIVERED (2)YARDS. cross - sectional dimensions. 2ND TRUCK CLEAN -UP OF (1 . 5) CUBIC YARDS. 5. Verified location of reinforcing steel, pipes, CLEAN -UP TOOK 1.5 HRS TO ARRIVE TO SITE. 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 0 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 ❑ Design change 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). 0 Yes No © N/A SLAB INFILL AT G + 1. 4. Noncompliance item(s) were reinspected this date, details DETAILS S2.1, 7/S5.4. on following page(s). Yes El No © N/A Conform n Remain in progress Report(s) findings were discussed and left with DANNY of HARVEY 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. D See additional report page(s). El Distribute attachments. Page of Daily Report of Reinforced Concrete For: 08/31/2010 CTI Job #: T1002838 . Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT 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: Keith Gauvin Review Date: 09/09/2010 GW /TF HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559 -222 -9633 HARVEY INC - KARL MCKEE DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 C y� • Eugene Office (541) 345 -0289 arlson Testing, Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Proprietary Anchors Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT CTI Job #: T1002838. Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative G. WATSON OBOA 363 was on site this date Aug . 31, 2010 to perform Special Inspection for: Permit BUP2010 -00096 DFS #(s) PO Number: 677 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. #5 SLAB DOWELS AT G + 1. #s DOWELS EMBEDED 12 Name: DANNY INTO OLD CONCRETE. Company: HARVEY 2. Inspection was "IBC" © Continuous Periodic DOWELS SPACED AT 12" ON CENTER. HOLES CLEANED WHILE CTI REPRESENTATIVE WAS PROPRIETARY ANCHORS PRESENT. Yes NON/A DETAIL S2.1, 7/S5.4. 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 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 0 Submittal E 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). 0 Yes n 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 0 Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ICC -ES ESR 2322 / 07 -01 -09 DANNY of HARVEY Name of product being installed HILTI HIT- RE500SD Batch Number 180510 125825 Expiration Date 02/2011 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 of Daily Report of Proprietary Anchors For: 08/31/2010 CTI Job #: T1002838 . Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT 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: Keith Gauvin Review Date: 09/09/2010 GW /TF HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559- 222 -9633 HARVEY INC - KARL MCKEE DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carls �1 7 • Eugene Office (541) 345 -0289 �Ai �� ®1� ����1��, ���o Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Structural Steel Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT CTI Job #: T1002838. Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative G . SWORD OBOA 1002 was on site this date Sep. 02, 2010 to perform Special Inspection for: Permit BUP2010 -00096 DFS #(s) PO Number: 677 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 WELDER WAS QUALIFIED PER AWS D1.1 FOR WORK Company: DKC FAB BEING PERFORMED. 2. Inspection was "IBC" © Continuous 0 Periodic CTI INSPECTOR PERFORMED FULL TIME ISPECTION ON 3. Work performed: n In the field © At fab shop FLARE BEVEL WELDS FOR MEMBERS LISTED BELOW, DKC FAB WHICH MET THE REQUIREMENTS OF AWS D1.1 FOR VISUAL INSPECTION: 4. If shop inspection do they have fabrication and QC procedures? © Yes E No 0 N/A LOCATION ROOF FRAMING S5.1, DETAIL 3 AND S5.2, DETAILS 2, 3, AND 4. INSPECTION Yes NoN /A • 1. Reviewed previous inspection reports? SHOP MARK: 6A (1) , 63 BASE PLATE TO BE WELDED X ON IN FIELD (1-PC) , 6C (1 -PC), 7A (1 -PC), AND 2. Verified steel materials are in compliance by reviewing random samples of the mill test reports, steel ID X 7B (1 PC) . markings or other documentation. 3. Verified weld filler materials conform. X (5) PIECES TOTAL INSPECTED . 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 inspected was in coin liance with welding operators, and tackers conform. X p p p 8. Verified steel frame joint details for bracing, stiffening, ® Approved plans and specifications 0 Shop drawings member locations, and application of joint details at each X El RFI Design change E Submittal 0 N/A connection are in compliance by random sampling. Document #(s) S5.1/55.2 REV . 2 Dated: 06/09/10 WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: PAUL BROWN following page(s). 0 Yes 0 No © N/A Certification #: WABO 09289 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 p i i R Conform Remain in C on rogress 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 CHRIS employed during execution of the work. of DKC 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: 09/02/2010 CTI Job #: T1002838 . Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT 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: Keith Gauvin Review Date: 09/10/2010 Gs /Cx HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559- 222 -9633 HARVEY INC - KARL MCKEE DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET Bend Office (541) 330-9155 Geotechnical Office (503) 601 -8250 C ¢ Eugene Office (541) 345 -0289 arlson Tes l ing Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Proprietary Anchors Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT CTI Job #: T1002838. Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative K. ROBERTSON was on site this date Sep. 08, 2 010 to perform Special Inspection for: Permit BUP2010 -00096 DFS #(s) PO Number: 677 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. ICC REPORTS WERE PRINTED AND EPDXY PERSONNEL Name: DANNY WERE FAMILIARIZED WITH PROCESS. Company: HARVEY INC. HOLES ON NORTH ENTRANCE WERE STARTED AS FAR AS 2. Inspection was "IBC" ® Continuous ❑ Periodic DRILLING AND EMBED DEPTH AS PER DRAWING E2 . CONSUMABLES WERE DOCUMENTED. 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 © In progress anchors. X 4.Verified installation of the anchors. 2. Work inspected in progress X ❑ Approved plans and specifications ❑ Shop drawings 5. Verified anchor diameter. X 6. Verified steel grade. X RFI ❑ 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. 3. Noncompliance item(s) were noted this date, details on 10. Verified adhesive application. X following page(s). ❑ Yes E 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 0 Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ESR -2322 (04/01/10) of Name of product being installed HILTI RE -500 SD Batch Number 1805101256 L5 Expiration Date 02/2011 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 1 Daily Report of Proprietary Anchors For: 0 9 / 0 8 / 2 010 CTI Job #: T1002838. Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT 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: Keith Gauvin Review Date: 09/16/2010 KR/ CK HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559- 222 -9633 HARVEY INC - KARL MCKEE DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carls 1I 11 ugene Office (541) 345 -0289 a��S ®ai ����111� Inc. I Salem Office (503)589 -1252 Tigard Office (503) 684-3460 Daily Report of Proprietary Anchors Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT CTI Job #: T1002838. Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative K. ROBERTSON was on site this date Sep. 09, 2 010 to perform Special Inspection for: Permit BUP2010 -00096 DFS #(s) PO Number: 677 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. WITNESSED 80% OF EPDXY ANCHORS ON GRID 1 AS IN Name: DANNY 1/55.4 AND 2/54.1 AND 1/S4.3. Company: HARVEY INC HOLLOW BLOCK WALLS ON WEST END OF NORTH 2. Inspection was "IBC" ® Continuous n Periodic STOREFRONT AND SOUTH END OF EAST SOTREFRONT CANNOT BE DONE WITH EPDXY NEED CLARIFICATON PROPRIETARY ANCHORS FROM ENGINEER OF RECORD FOR THOSE 9 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 © In progress anchors. X 2. Work inspected in progress 4.Verified installation of the anchors. X 5. Verified anchor diameter. © Approved plans and specifications E] Shop drawings X 6. Verified steel grade. X RFI Design change Submittal N/A 7. Verified hole diameter. X Document #(s) 2007649004 Dated: 06/07/10 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. 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 [l N/A 13. Verified installation torque. X ❑ Conform Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ESR 2322 (04/01/10) DANNY of HARVEY INC. Name of product being installed HILTI 500 SD Batch Number 1805101256 L5 Expiration Date 02/2011 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). El Distribute attachments. Page 1 of 1 Daily Report of Proprietary Anchors For: 09/09/2010 CTI Job #: T1002838 . Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT 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: Keith Gauvin Review Date: 09/21/2010 KR /CK HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559- 222 -9633 DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Carlson • Eugene Office (541)345 -0289 ��5�1��, ���• Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Structural Steel Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT CTI Job #: T1002838. Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGP.RD CTI representative K. ROBERTSON was on site this date Sep. 09, 2 010 to perform Special Inspection for: Permit BUP2010 -00096 DFS #(s) PO Number: 677 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: DANNY CTI REP ARRIVED AT JOB SITE AT 8:00AM. WELDING COm an HARVEY INC. WAS MONITORED FOR ALL FLARE BEVELS AS REQUIRED. P y 2. Inspection was "IBC' IN Continuous Periodic EAST OPENING WAS COMPLETED AND ALL WELDS WERE 3. Work performed: © In the field n At fab shop IN CONFORMANCE WITH AWS D1.1 2010 TABLE 6.1 ACCEPTANCE CRITERIA. 4. If shop inspection do they have fabrication and QC BOLTS WERE A325N GRADE IN ALL CONNECTIONS. procedures? Yes ❑ No ® N/A STOREFRONT OPENINGS ON GRID 1 AND GRID G WELDS INSPECTION WERE COMPLETED. 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 SUIVIIVIARY installed as required. X 6. Verified high strength bolts and fasteners conform. 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, el Approved plans and specifications Shop drawings member locations, and application of joint details at each X Design change Submittal N/A connection are in compliance by random sampling. Document #(s) 2007649004 Dated: 06/09/10 WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: SEE REPORT DATED 09/08/10 following page(s). 0 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 No ® N/A 1. Verified the contractor's Welding Procedure progress C 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 DANNY employed during execution of the work. of HARVEY 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). Distribute attachments. Page 1 of 1 Daily Report of Structural Steel For: 0 9 / 0 9/ 2010 CTI Job #: T1002838 . Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT 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: Keith Gauvin Review Date: 09/23/2010 KR /CK HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559- 222 -9633 DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET 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 6 X 12 CONCRETE CYLINDRICAL TEST SPECIMENS Test Methods: ASTM C 39/C 172/C 1064/C 31 /C 143/C 231/C 1231 Date Molded: 08/25/2010 Date Received: 08/27/2010 Job Number: T1002838 . Permit #: BUP2010 -00096 Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD Contractor: HARVEY INC - KARL MCKEE Subcontractor: KMS Cast By: N. LARSON Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) - QUALITY CONTROL Truck #: 2186 Load #: 1 Ticket #: 3538277 Weather: SUNNY /HOT Test Time: 21:00 Air Temp. at Sampling Time: 76 Cylinders were cast for the following locations: FOOTINGS ON LINE 1 /D.7 - Total Concrete Placement Location: FOOTINGS LINE 1 /D.7 -G, G /1 -7, 7/F.5 Strength Requirement: 4000 psi f c@ 28 Days Slump: 4.500" % Air: 1. 5 0 % Mix Number: 6HNO5000 Conc. Temp: 80 Cement Type: Max Agg: 1 1/2" Admix/Amt: WRDA -64 Cubic Yards: 10 OF 30 Register Number: 0096154 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 09/01/2010 118146 5.98 28.07 4210 3 PAD 60 JT 28 09/22/2010 135403 5.98 28.07 4820 3 PAD 60 JT 28 09/22/2010 139152 5.98 28.07 4960 3 PAD 60 JT 28 09/22/2010 138721 5.98 28.07 4940 2 PAD 60 JT 0 Distribute attachments. Average f c @ 28 days 4 910 Please see reverse side for additional information. Job Number: T1002838 . Register Number: 0096154 Date Molded: 08 / 2 5/ 2010 Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT <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 I Asterisked ( *) average unit PSI test results did not meet listed acceptance criteria. Remarks: HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559- 222 -9633 DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET Project Manager: KEITH R. GAUVIN Reviewed By: Ty Toiler On 09/23/2010 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 s� • Eugene Office (541) 345 -0289 C a B� ls®n Testing Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 Daily Report of Structural Steel Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT CTI Job #: T1002838. Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative K. ROBERTSON was on site this date Sep. 09, 2 010 to perform Special Inspection for: Permit BUP2010 -00096 DFS #(s) PO Number: 677 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. NEED ENGINEER OF RECORD'S TO APPROVE FLARE Name: DANNY Conn an HARVEY INC BEVEL MODIFICATION FOR EAST STOREFRONT OPENING p y ON W/F HEADER TO HSS, AT BOTTOM. 2. Inspection was "IBC" © Continuous 0 Periodic 3. Work performed: ® In the field F At fab shop OPENING VARIES FROM FLUSH TO 3/4" AT INSIDE FLARE BEVEL. 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. 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. 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 0 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) 2007649004 Dated: 06/09/10 WELDER INFORMATION SEE R EPORT DATED 0 9 / 0 8 / 10 3. Noncompliance item(s) were noted this date, details on Welders Name: following page(s). ❑ Yes 0 No © N/A Certification #: 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). fl Yes o No © N/A 1. Verified the contractor's Welding Procedure Conform Remain in progress Specifications are in conformance with X El AWS requirements. 2. Verified the essential variables outlined in the Report(s) findings were discussed and left with Welding Procedure Specifications were X DANNY employed during execution of the work. o f HARVEY 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. See additional report page(s). ❑ Distribute attachments. Page 1 of Daily Report of Structural Steel For: 09/09/2010 CTI Job #: T1002838 . Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT 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: Keith Gauvin Review Date: 09/23/2010 KR /CK HARVEY INC - KARL MCKEE KARL .MCKEE@HARVEYUSA. COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559- 222 -9633 DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET • Bend Office (541) 330 -9155 pp Geotechnical Office (503) 601 -8250 arl.� ®n Testing, Inc. Eugene Office (541) 345 -0289 Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 Daily Report of Proprietary Anchors Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT CTI Job #: T1002838. Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative K. ROBERTSON was on site this date Sep. 10, 2010 to perform Special Inspection for: Permit BUP2010 -00096 DFS #(s) PO Number: 677 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. A) GRID 1 AND GRID G FOR STOREFRONT FRAMES WERE Name: DANNY COMPLETED AS IN 1/S4.3 Company: HARVEY INC B) 1/S5.4 AND 2/S4.1 WITH THE EXCEPTION OF ALL HOLLOW BLOCK AREAS AS REFERENCED IN REPORT 2. Inspection was "IBC" ® Continuous ❑ Periodic DATED 09/09/10 C) OUTSIDE HSS TO WF BOLTS AND BASEPLATE BOLTS PROPRIETARY ANCHORS CHECKED AND TIGHTENED TURN OF NUT, BOTH Yes NON/A STOREFRONTS. 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 Shop drawings 5. Verified anchor diameter. X 6. Verified steel grade. X E RFI Design change Submittal N/A 7. Verified hole diameter. x Document #(s) 2007649004 Dated: 06/09/10 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 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). El Yes 1=1 No E N/A 13. Verified installation torque. x 111 Conform Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with 2322 (04/01/10) DANNY of HARVEY INC. Name of product being installed HILTI 500 SD Batch Number 1407102034 L3 Expiration Date 07/2011 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. 0 See additional report page(s). El Distribute attachments. Page 1 of Daily Report of Proprietary Anchors For: 09/10/2010 CTI Job #: T1002838 . Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT 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: Keith Gauvin Review Date: 09/23/2010 KR /CK HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559 -222 -9633 DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Eugene Office (541) 345 -0289 C arlson Testing, Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 REPORT OF 6 X 12 CONCRETE CYLINDRICAL TEST SPECIMENS Test Methods: ASTM C 39/C 172/C 1064/C 31 /C 143/C 231/C 1231 Date Molded: 08/26/2010 Date Received: 08/27/2010 Job Number: T1002838 . Permit #: BUP2 010 - 0 0 0 9 6 Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD Contractor: HARVEY INC - KARL MCKEE Subcontractor: KMS Cast By: M. LARSON Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) - QUALITY CONTROL Truck #: 987 Load #: 1 Ticket#: 3538293 Weather: CLOUDY /WARM Test Time: 1:00 PM Air Temp. at Sampling Time: 70 Cylinders were cast for the following locations: SAME AS BELOW Total Concrete Placement Location: FOOTINGS LINE 7/F & G Strength Requirement: 4000 psi re 28 Days Slump: 4.000" % Air: 1.60% Mix Number: 6HN0 5 0 0 0 Conc. Temp: 80 Cement Type: Max Agg: 1 " Admix/Amt: WRDA -64 Cubic Yards: 10 OF 10 Register Number: 0096130 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 09/02/2010 126219 5.95 27.79 4540 1 PAD 60 JT 28 09/23/2010 157662 5.97 27.98 5630 3 PAD 60 JT 28 09/23/2010 157509 5.97 27.98 5630 3 PAD 60 JT Ell Distribute attachments. Average f c@ 28 days 5630 Please see reverse side for additional information. Job Number: T1002838 . Register Number: 009613 Date Molded: 08/26/2010 Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT - < 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 f , �4 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 Ind of cylinder is pointed ends; tap with hammer to with unbonded caps) distinguish from Type I Asterisked ( *) average unit PSI test results did not meet listed acceptance criteria. Remarks: HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559 -222 -9633 DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET Project Manager: KEITH R. GAUVIN Reviewed Bv: Ty Toiler On 09/24/2010 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 11 7 • Eugene Office (541) 345 -0289 �A1el �S ®Yi ����1��, Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684 -3460 Daily Report of Proprietary Anchors Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT CTI Job #: T1002838. Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative A. NUNLEY OBOA 866 was on site this date Sep . 15 , 2010 to perform Special Inspection for: Permit BUP2010 -00096 DFS #(s) PO Number: 677 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. ** BATCH NUMBER: 2807101426L3 JULY 2011 Name: DAN Company: HARVEY INC. OBSERVED THE INSTALLATION OF (100 HORIZONTAL) 5/8" DIAMETER THREADED ROD AT EACH CLIP 3/4" 2. Inspection was "IBC" © Continuous Periodic DIAMETER 5" EMBEDMENT PER DETAIL 5 /E2 SECTION LOCATION: SOUTHEAST CORNER AT DOORWAY 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 2. Completed work inspected was in compliance with 4.Verified installation of the anchors. x 5. Verified anchor diameter. ® Approved plans and specifications El Shop drawings x 6. Verified steel grade. x RFI ❑ Design change ❑ Submittal n N/A 7. Verified hole diameter. x Document #(s) Dated: 8. Verified type of drill bit used. x 9. Verified hole cleaning method. x 3. Noncompliance item(s) were noted this date, details on 10. Verified adhesive application. following page(s). El 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). 0 Yes n No E N/A 13. Verified installation torque. x El Conform 1=1 Remain in progress Evaluation report number & date: Report(s) findings were discussed and left with ESR 2322 DAN JULY 1, 09 of HARVEY INC. Name of product being installed HILTI RE 500 So 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 1 of Daily Report of Proprietary Anchors For: 09/15/2010 CTI Job #: T1002838. Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT 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: Keith Gauvin Review Date: 09/27/2010 ALN /WM HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559- 222 -9633 DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE@COMCAST. NET Bend Office (541) 330 -9155 Geotechnical Office (503) 601 -8250 Eugene Office (541) 345 -0289 C arlson Testing, Inc. Salem Office (503) 589 -1252 Tigard Office (503) 684-3460 REPORT OF 6 X 12 CONCRETE CYLINDRICAL TEST SPECIMENS Test Methods: ASTM C 39/C 172/C 1064/C 31 /C 143/C 231/C 1231 Date Molded: 08/31/2010 Date Received: 09/01/2010 Job Number: T1002838. Permit #: BUP2010 -00096 Client: HARVEY INC - KARL MCKEE Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT Address: 10031 CASCADE AVENUE TIGARD OR Jurisdiction: TIGARD Contractor: HARVEY INC - KARL MCKEE Subcontractor: KMS Cast By: G. WATSON Concrete Supplier: KNIFE RIVER (METRO OPERATIONS) - QUALITY CONTROL Truck #: 388 Load #: 1 OF 2 Ticket #: 3538338 Weather: OVERCAST /COOL Test Time: Air Temp. at Sampling Time: 59 Cylinders were cast for the following locations: SLAB INFILL AT G/1 Total Concrete Placement Location: SLAB INFILL AT G/1 Strength Requirement: 4000 psi cc @ 28 Days Slump: 3.250" % Air: 1.6096 Mix Number: 6HN05000 Conc. Temp: 68 Cement Type: Max Agg: 1 1/2 Admix/Amt: WRDA -64 : 48 OZ Cubic Yards: 2 OF 3.5 Register Number: 0096196 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 09/07/2010 117308 5.98 28.07 4180 2 PAD 60 JT 28 09/28/2010 150201 5.99 28.17 5330 3 PAD 60 JT 28 09/28/2010 151122 5.99 28.17 5360 3 PAD 60 JT 28 09/28/2010 152120 5.99 28.17 5400 3 PAD 60 JT 0 Distribute attachments. Average f c @ 28 days 5360 Please see reverse side for additional information. Job Number: T1002838. Register Number: 0096196 Date Molded: 08/31/2010 Project: ULTIMATE ELECTRONICS - TENANT IMPROVEMENT < 1 in. [25 mm] ,r).\\ i 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 er 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 f.nd of cylinder is pointed ends; tap with hammer to with unbonded caps) distinguish from Type I Asterisked ( *) average unit PSI test results did not meet listed acceptance criteria. Remarks: HARVEY INC - KARL MCKEE KARL.MCKEE @HARVEYUSA.COM TO: CITY OF TIGARD BUILDING DIVISION BRAD YOUNG & ASSOCIATES INC - BRADLEY YOUNG FAX /559 222 - 9633 DKC ENTERPRISES - DENNIS KREGER JR DWKREGER @COMCAST.NET KMS CONCRETE CONSTRUCTION LLC - KEVIN SOMA KMSCONCRETE @COMCAST.NET Project Manager: KEITH R. GAUVIN Reviewed By: Ty Toiler On 09/30/2010 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. fi NEUDORFER ENGINEERS INC. TEST, ADJUST & BALANCE BALANCE REPORT Ultimate Electronics Tigard, Oregon 2010 -670 Project Completion Date: 10/15/10 Revision Date: Revision Number: Ivan En inGoe. Er i Weer„ C? K dE N B WILLIAM C.NEUQCRFER MIKE VAWTER, P.E. CERTIFICATION CERTIFICATION 2465 3414 Exp.;33111 Exp. 3/'31/11 n ��� Yd ro ri6C St ye �, drorisc 5516 1' Ave S 1500 NE Sandy Boulevard, Suite #1 Seattle, WA 98108 Portland, OR 97232 Phone (206) 621 -1810 Phone (503) 235 -8924 Fax (206) 343 -9820 Fax (503) 235 -8925 1 yz x, ,�u �. ''-', .s as :c a t' .- � ern a . o Q � i'R1rl� V r l 7fa'" . , " a �"'' r"' y y' x T° � a y pi` s an _a �'' a.,�;v�` ti �.�x ,� ' t6» s.`?.��: '' � `� `<'d rya_ 1 w . %' . 4#A144 �6UC1�,1;ilin 00 in U ltimate Electronics Tigard, Oregon Table of Contents Title Sheet 3 Report Certification 4 Terms 5 Instrument Calibration 6 Report Summary 7 RTUs 8 Exhaust Fans 24 r Neud± rfer Engt� £'e1l s I � 'I . � � 1-.:i. } ' x �A � ..W u ,, °, ��.�. c = ngI r as � g � d �b , � I � � � � s � n M � .- w'rr hWutf+WferE tl .dxirn Report Title CERTIFIED TEST: BALANCE REPORT Project: Ultimate Electronics Tigard, Oregon NEI Job #: 2010 -670 Mechanical Engineer: Robison Engineering Architect: HVAC Contractor: United Mechanical TAB Firm: Neudorfer Engineers Inc Test Engineer: Colby Cornett Qr En•/>7 ec so.ineers t.- " 4 ) WILLIAM C. NEUDORFER i MIKE VAWTER, PE. 1 CERTIFICATION CERTIFICATION 2465 3414 Exp. 3x3 111 1 Exp. 3/31/I 1 `�o s\ Oa d 5 �e dro60 - o drone ' 5516 1' Ave S 1500 NE Sandy Boulevard, Suite #1 Seattle. WA 98108 Portland, OR 97232 Phone (206) 621 -1810 Phone (503) 235 -8924 Fax (206) 343 -9820 Fax (503) 235 -8925 aA.,R 8 ' m m,... s, . Q - '" S' F 3 , k 'y 1113 eudort e r Engin n+ �� ., , E l ; , � Grlcitir� Era a pailsnd e . ° sg .v R., i ff �% `t::' y. : A x i ; z8 rf s ,c ,. �N : .�. �� � _ .s25 � � ' �; � �z � e� �. t f W'WNj PX'pNt�Xff�Y�l1�I'1 .�:• CERTIFICATION Ultimate Electronics The data presented in this report is a record of system measurements and final adjustments that have been obtained in accordance with the current edition of the NEBB Procedural Standards for Testing, Adjusting, and Balancing of Environmental Systems. Any variances from design quantities, which exceed NEBB tolerances, are noted in the Test - Adjust - Balance Report Project Summary. Significant / Noteworthy Remarks are noted on the General Remarks and General Field Notes pages. Other remarks are noted on individual test sheets. Noted deficiencies are not the TAB firms responsibility to repair. Prior to issuance of this report, Deficiency Reports are forwarded to our contracted agent. Warranty is limited to one year from date of this report. Within that time, any discrepancies, ambiguities, or omissions found in this report will be retested, adjusted, or balanced as needed. A written notification will be required. Submitted and Certified by: NEBB TAB Firm: Neudorfer Engineers Inc Certification No: 2465 / 3414 Expiration Date: March 31, 2011 Certification Date: March 31, 2009 (Date completed) Signed and Sealed by: NEBB Supervisor: William C. Neudorfer NEBB Supervisor: Mike Vawter P.E. 4k e r En /n � so ineers i .0 rir a r' a I WILLIAM C. NEUDORFER MIKE VAWTER, P.E. CERTIFICATION CERTIFICATION 2465 34f4 F_xp.3iJ1:1 Exp.3r3i/11 AYdronic S a dro rise 94 s a' t3 "�, ,{y,, ^'*�r*t o-' a .7„ e f r �! A G A G 7rrr S I ■ �U� i q t� �f '� r x i ✓ , ' conautUng iirlherxrr tt f$ti +a: " v y, Terms and Abbreviations Project: Ultimate Electronics AC or ACU Air Conditioner or Air Conditioning Unit TDH Pressure Difference across the entering AH or AHU Air Handler or Air Handling Unit and leaving side of a pump. AVG Average HEPA High Efficiency Particulate Arrestance BHP Brake Horsepower HP Horsepower CAV Constant Air Volume HVAC Heating Ventilation and Air Conditioning CBV Calbirated Balancing Valve HWS Heating Water Supply (Circuit Setter) HWR Heating Water Return CC Cooling Coil HX Heat Exchanger CD Ceiling Diffuser HZ Hertz, cycle per second in. inches CFM Cubic Feet per Minute in.w.g. inches of water gauge CH Chiller Kfactor Correction factor to the free area need to CHWS Chilled Water Supply calculate CFM. CHWR Chilled Water Return KW Kilowatts LAT Leaving Air Temperature CP Circulating Pump LWG Low Wall Grille CR Ceiling Register LWR Low Wall Register CRAC Computer Room Air Conditioner LWT Leaving Water Temperature CRU Computer Room Unit MAU Make -up Air Hangling Unit CT Cooling Tower MBH 1,000 BTUH CU Condenser Unit NIA Not Applicable CUH Cabinet Unit Heater OSA Outside Air CWS Condenser Water Supply OBD Opposed Blade Damper CWR Condenser Water Return AP Pressure Drop. DAT Discharge Air Temperature PH Phase DB Dyr Bulb PSI Pounds per Square Inch DD Direct Drive RA Return Air DDC Direct Digital Controls: EMS Control RAT Return Air Temperature System for the HVAC RF Return Fan Des. Design RH Relative Humidity Dia. Diameter RHC Reheat Coil Disch. Discharge RPM Revolutions per Minute EA Exhaust Air RTU Roof Top Unit EAT Entering Air Temperature SA Supply Air Economizer Controls and components that allow an SAT Supply Air Temerature air handler to logically utilize outdoor air S.F. Service Factor for cooling as opposed to the use of SF Supply Fan mechanical cooling. SFD Smoke /Fire Damper EF Exhaust Fan SP Static Pressure EG Exhaust Grille sq.ft. square feet EMCS Energy Management Control System Suct. Suction ERU Energy Recovery Unit SWG Sidewall Grille E.S.P. External Static Pressure SWR Sidewall Register HRC Heat Recovery Coil TAB Test, Adjust; and Balance EWT Entering Water Temperature TSP Total Static Pressure: Difference FCU Fan Coil Unit between the entering and leaving FD Fire Damper static pressure of a fan. FLA Full Load Amperage: Maximum UH Unit Heater amperage a motor can draw. VAV Variable Air Volume; box that Flow Hood Instrument that captures air and contains a motorized damper that converts the reading to CFM. modulates airflow. FPB Fan Powered Box VD Volume Damper FPM Feet per Minute VFD Variable Frequency Drive FR Field Report Velgrid Instrument that reads used to read FT Foot, Feet velocity in feet per minute. FTU Fan Terminal Unit VVT Variable Volume Terminal GPM Gallons per Minute WC Water Column HC Heating Coil W.G. Water Gauge WB Wet Bulb 1 "S +' ' � a : � � �; W� d A 1 t $ �YS 3 d� [!ale r t ride Eri ,fit ert I , s : b „ " - k cons4a4gn En es I - „ ,Z 9 -I„.1-;:,';:' U ltimate Electronics Tigard, Oregon Instrument Calibrations Instrument Type Air Data Meter with Flowhood Instrument Serial # M08839 Instrument Manufacturer Shortridge Calibration Date 1/19/2010 Instrument Model Number ADM 870C Instrument Type Differential Pressure Water Meter Instrument Serial # W08088 Instrument Manufacturer Shortridge Calibration Date 11/18/2009 Instrument Model Number HDM -250 Instrument Type Psychrometer Instrument Serial # H078215 Instrument Manufacturer Extech Calibration Date 1/28/2010 Instrument Model Number RH390 Instrument Type Tachometer Instrument Serial # 166489 Instrument Manufacturer Hasler Bern Calibration Date 2/10/2010 Instrument Model Number Type B Instrument Type Amp Probe Instrument Serial # 78212531 Instrument Manufacturer Fluke Calibration Date 2/2/2010 Instrument Model Number 36 Clamp Meter Instrument Type Digital Thermometer Instrument Serial # 7190028 Instrument Manufacturer Fluke Calibration Date 1/27/2010 Instrument Model Number 52 Instrument Type Manometer Instrument Serial # 8085434 Instrument Manufacturer Extech Calibration Date 2/2/2010 Instrument Model Number HD755 N NEUDORFER ENGINEERS, INC. Consulting Engineers 5516 1 Avenue South Seattle, Washington 98108 (206) 621 -1810 Fax (206) 343 -9820 PROJECT Ultimate Electronics LOCATION Tigard, Oregon AIR BALANCING SUMMARY This project has been balanced per plans and specifications using the National Environmental Balancing Bureau (NEBB) standards and procedures. The fans have been checked for fan data, operating amperage, voltage, rotation, RPM, belt tension, alignment, and operating static pressure. All outlets have been proportioned to ± 10% of the percentage of total airflow of the system unless otherwise noted. RTU -1 There are no volume dampers for the four plenum diffusers to move air to outlet #5 which supplies the vestibule. RTUs -2,3,4 Are typical Units supplying the main Warehouse and meeting design requirements. RTU -5 Is running at Full Load Amps and producing 89% of design. Not all branches have volume dampers, however it does match the drawings. The system was proportioned as well as possible. RTU -6,7,8 Are all meeting design specifications. EF -1 -5 Are all Direct Drive fans with rheostat speed control. Fan speeds are set as close as possible to design. %;...' aro � : 'f^� .. - i +'�,^ ; �; � t \ i i: . rafr ; s r� ; r ,� ,� <� � v ��'��" sM�r^ � .� 7 ^^ a a n 7 s Ne � ' s ,;,.4 ■ ■ { /; „ , :„..,4„:4,':'..'.:--5-g-,... '.' ' f' x q l':', s ss fi a t � ” W t!t g . ''3 Sea'ttio 'ortlal 't :t�ix lr , s T" # $ ' �, ;, � • �€v t.'>e ca t' a � r'� -Y`' E "a d i � , ",i '"� , 3s.: ; - wn' � ' ' � ,C � ' '; . -':: "'i ' x ,.� , ": ° SC *: �.. ti"'ffV," �3 .Y, '; ... ,. ' q c " rE . r Roof Top Unit PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010 -670 SYSTEM /UNIT: RTU -01 Tested By: Colby Cornett AREA: Test Date: October 15, 2010 :1, — a m Unit D ... i �� b _ , ,," a Moto o. r' Data _ ;: r Unit Manufacturer Trane RTU -01 I Supply Fan Unit Model Number YFD241 E4HAAD Drive Type Belt Drive Unit Serial Number 103711091D Motor Manufacturer A.O. Smith Unit Discharge Bottom Vertical Motor Frame 145TZ Fan Rotation Correct Motor HP 5.0 HP RTU -01 I Filter Bank Motor RPM 3450 RPM Filter Manufacturer Clarcor Motor Rated Volts 460 Volts Filter Type Fiberglass Motor Phase 3 Filter Quantity - Size 1 12 Motor Hertz 60 Hz Filter Dimensions - Size 1 20x20x2 Motor FL Amps 6.6 Amps r .:. T Data . Motor Service Factor 1.15 . i : t ) :.. 41 :6° -,, F. Sheave —, Total Design Flow 7500 CFM . 4 4 k . , .- > ,�,. � �. -',.. .. , ""[ ;x' . Total Actual Flow 7425 CFM RTU -01 I Supply Fan OA Design Flow 1500 CFM Motor Sheave MFG Browning OA Actual Flow 1430 CFM Motor Sheave Model VL40 RA Design Flow 7500 CFM Motor Sheave Bore 7/8 in. RA Actual Flow 5995 CFM Motor Sheave Type Adjustable RTU -01 / Supply Fan Adj Mtr Sheave Pos Middle Fan RPM Actual 652 RPM Fan Sheave MFG Browning Motor Volts T1 -T2 487 Volts Fan Sheave Model Not Listed Motor Volts T2 -T3 489 Volts Fan Sheave Diam. 18.75 OD Motor Volts T1 -T3 488 Volts Fan Sheave Bore 1 3/16 in. Motor Amps T1 5.5 Amps Number of Belts 1 Motor Amps T2 5.7 Amps Belt Size BX81 Motor Amps T3 5.8 Amps Sheave Center Line 22.0 in. ,9 '1 ( T e s t Pr e s , q "'" , i . SF Suction SP -0.65 in. wc SF Discharge SP 0.10 in. wc Actual Total SP 0.75 in. wc Design External SP 0.50 in. wc Filter DP 0.30 in. wc OA Damper Pos 55 % RA Damper Pos 80 ok RTU -01 Supply Outlet Summary tSystemf%aUnit Type of , °'Outlts' `Siie +LxW AK t , Designs- De gn� eh P m° , g Fi ial mark Res;' ' Reading ° Type I D ; Velocity E Read ngki Reading. ° fo . � Outlet -01 Velgrid SG 32x14 3.11 562 1750 1820 1800 103 Outlet -02 Velgrid SG 32x14 3.11 562 1750 1720 1760 101 Outlet -03 Velgrid SG 32x14 3.11 562 1750 1690 1770 101 Outlet -04 Velgrid SG 32x14 3.11 562 1750 1785 1785 102 Outlet -05 * Flowhood CD -1 120 1.00 - 500 290 310 62 Hi.i ..,.. , : -:'- i.af: twa elt .:�. -(....1. -§ W71 l500i 1;7; It7 42 5 k 9 9 �h ri €W; 4: Neudorfer Engineers, Inc. 43 ,s ; yi `..: . > +� �`: "y , a v a 3' ; ✓ aar t °-, "', fl '% - . a- #' Y L �+ e ' ° , ,:s.:- "',.;',:, y ', :„ B H , p ry.... r - , , „. , . t 1 , ii A S�iR a 7 s V R � ' : a �e a # ,': ), ;ry _ 1` Y - .`+ #ftt�119t1,g dlEb. ""�� a+ d *'*" , 5" 4 .a' �' , fx ''':::::,:‘1,;',1:-'-,.-:.!•"-:''''''•,;%:: " s.�,a v �x � � _ . i asvna a, s a \ . .. ! IYX±fP S4! f�Cl Iu ._. - ..corl1 Roof Top Unit PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010 -670 SYSTEM /UNIT: RTU -01 (Cont.) Tested By: Colby Cornett AREA: Test Date: October 15, 2010 RTU -01 Return Inlet Summary System I Unit Type of 'Outlet ), Size LxW AK Designer De Prelim F Final Remarks • g "�' Type = / D. r b' elocit ;V alue " p,Rean ' % a `` a' .:. . - v, b 3= a-`�" . s , aa,..x..." . ' ' a � V � ...- +...� t& di ,.. � . t ,a'z .,, g_. . , Inlet -01 Velgrid SG 58x16 6.44 - 6000 6762 5995 100 a : a ` Totals .. a' '');,i).,',,6„'-'-'• r tC "''' << .. ... Y " E » ,c e ,,,..' - ,0 ,°6;0 ;-, `6 ;7,62 x , 100 /° ,� r...u.. * Notes RTU -01 14- Oct -10 Colby Cornett A tension sheave is being used. RTU -01 14- Oct -10 Colby Cornett Outside airflow was determined by subtracting return airflow from supply airflow. No means of measuring Outside airflow. RTU -01 / Outlet -05 15- Oct -10 Colby Cornett There are no volume dampers on the four plentum supply grills to force air into Outlet #5. Neudorfer Engineers, Inc. i „': f eu a ;tgtnee ' ` } 1:,7:::%°,::`':;:' x y, r , y v e� qS d � Y E. i . `Ywa"k 'iY '�n+r'w F.1 � y .;. b +� ::: � � "� � , y `� 1 1 F _" y�Y iiir j'� fM 04:4 M J �-rr 6 +� §"3. k .H �Cf�lti °..+ "4�� '4i45wkit� F "�r'1�5' � - i �, 45 � � „ R t � X "J y� ,�� .F� r a � 5 � .� � 3a � fi, . � � '�, � � s `� r $ ``.S e �h�' Roof Top Unit PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010 -670 SYSTEM /UNIT: RTU -02 Tested By: Mike Vawter AREA: Test Date: October 15, 2010 tJ D ata `s 4 ` Motor D ata Unit Manufacturer Trane RTU -021 Supply Fan Unit Model Number YFD241E4HAAD Drive Type Belt Drive Unit Serial Number 103711100D Motor Manufacturer A.O. Smith Unit Discharge Bottom Vertical Motor Frame 145TZ Fan Rotation Correct Motor HP 5.0 HP RTU -02 / Filter Bank Motor RPM 3450 RPM Filter Type Fiberglass Motor Rated Volts 460 Volts Filter Quantity - Size 1 12 Motor Phase 3 Filter Dimensions - Size 1 20x20x2 Motor Hertz 60 Hz Motor FL Amps 6.6 Amps P' v " r't r , ` -�$ ' , Motor Service Factor 1.15 Test Data . Total Design Flow 7500 CFM , .: a °,' . '41 r ;;'. : ,, .:a 4,,i . ,pw: : i, „;;. S Total Actual Flow 7820 CFM a' ' "�,, + - a , ,� ” .'' 4 4o a ',, , .$. - Fa ; . OA Design Flow 1500 CFM RTU -02 / Supply Fan OA Actual Flow 1625 CFM Motor Sheave MFG Browning RA Design Flow 6000 CFM Motor Sheave Model VL40 RA Actual Flow 6195 CFM Motor Sheave Bore 7/8 in. RTU -02 / Supply Fan Motor Sheave Type Adjustable Fan RPM Actual 703 RPM Adj Mtr Sheave Pos Middle Motor RPM Actual 3581 RPM Fan Sheave MFG Browning Fan Speed High Speed Fan Sheave Model Not Listed Motor Volts T1 -T2 489 Volts Fan Sheave Diam. 18.75 OD Motor Volts T2 -T3 490 Volts Fan Sheave Bore 1 3/16 in. Motor Volts T1 -T3 493 Volts Number of Belts 1 Motor Amps T1 6.1 Amps Belt Size BX81 Motor Amps T2 6.5 Amps Sheave Center Line 22.0 in. Motor Amps T3 6.5 Amps : i; e flA SF Suction SP -0.69 in. wc SF Discharge SP 0.20 in. wc Design External SP 0.50 in. wc Filter DP 0.35 in. wc OA Damper Pos 55 % RA Damper Pos 45 % RTU -02 Return Inlet Summary Sy e x stm l,Uni Ty d p e ofd TO utlet S e LxW ' „, AKA D , Design i & Pelirm Final Final Rema G. i R eadm g Type„, / D ,:n9-'".-,,, V - Vaiue jReadm R e a din g ; % Inlet -01 Velgrid Duct 58x15 6.04 993 6000 6545 6195 103 :. Totals „,. . zi , i::::::'77,;'-!! i4."; ; :is.° P w . ,3 . � 6 000 *F, 46;545 .i :.!:;'609'5'...,.:,.:1-03;°/04, , * Notes RTU -02 14- Oct -10 Colby Cornett A tension sheave is being used. RTU -02 14- Oct -10 Colby Cornett Outside airflow was determined by subtracting return airflow from supply airflow. No means of measuring Outside airflow. Neudorfer Engineers, Inc. � g , ,� , � ,� eu . $. l Roof Top Unit PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010 -670 SYSTEM /UNIT: RTU -03 Tested By: Mike Vawter AREA: Test Date: October 15, 2010 - L r . 1 r, '�Motor�Data` Unit Manufacturer Trane RTU -03 / Supply Fan Unit Model Number YFD241E4HAAD Drive Type Belt Drive Unit Serial Number 103711064D Motor Manufacturer A.O. Smith Unit Discharge Bottom Vertical Motor Frame 145TZ Fan Rotation Correct Motor HP 5.0 HP Motor RPM 3450 RPM Test Data os ' , Motor Rated Volts 460 Volts Motor Phase 3 Total Design Flow 7500 CFM Motor Hertz 60 Hz Total Actual Flow 7345 CFM Motor FL Amps 6.6 Amps OA Design Flow 1500 CFM Motor Service Factor 1.15 OA Actual Flow 1580 CFM RA Design Flow 6000 CFM; $he RA Actual Flow 525 CFM ., ��� ,.._ w . ,ta.0 a"x. RTU -03 / Supply Fan RTU -03 / Supply Fan Fan RPM Actual 693 RPM Motor Sheave MFG Browning Motor RPM Actual 3582 RPM Motor Sheave Model VL40 Fan Speed High Speed Motor Sheave Bore 7/8 in. Motor Volts T1 -T2 488 Volts Motor Sheave Type Adjustable Motor Volts T2 -T3 489 Volts Adj Mtr Sheave Pos Middle Motor Volts T1 -T3 492 Volts Fan Sheave MFG Browning Motor Amps T1 5.6 Amps Fan Sheave Model Not Listed Motor Amps T2 5.9 Amps Fan Sheave Diam. 18.75 OD Motor Amps T3 6.2 Amps Fan Sheave Bore 1 3/16 in. Number of Belts 1 Belt Size BX81 Sheave Center Line 22.0 in. TestPressures + ' . SF Suction SP -0.62 in. wc SF Discharge SP 0.19 in. wc Design External SP 0.50 in. wc Filter DP 0.39 in. wc OA Damper Pos 60 % RA Damper Pos 40 % RTU - 03 Return Inlet Summary System /IUnrt ype of Outlet fSize Lk } AK; y De gn ,Design PreUm Firial Final Remarks < s Reatlmg M Type / D. :_u; ., yelocityx NValue Reading ° °/y Inlet -01 Velgrid Duct 58x15 6.04 993 6000 6400 5725 95 dr _ . e *,- Total 6;000 6 400'5725;.. 95�. %� .s - * Notes RTU -03 14- Oct -10 Colby Cornett A tension sheave is being used. RTU -03 14- Oct -10 Colby Cornett Outside airflow was determined by subtracting return airflow from supply airflow. No means of measuring Outside airflow. Neudorfer Engineers, Inc. F � ,: r �av �. t1` r,+s. . g y � t � , :r:av �a � e u c r e r n + ers. off. ‹ v. � “ ' f'- f t ,. r►sulNn n t attic , Portla % ' r y . ,'e a . a . �°M *Y � � i a 3 S .'„ � e^ , ;? ° tk :. £” , haS:, "a r n a.; .. �'Y� �, � � ,�` ., � . � , k V �b ` �.a � a$ , ,"�� � .°' "� , ia�° . ° �'NIYV�ft P�k11 1'� r ," . cQP� Roof Top Unit PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010 -670 SYSTEM /UNIT: RTU - Tested By: Mike Vawter AREA: Test Date: October 15, 2010 a ,, � UnitData � "� g � � �, a� ,,,,,,„ � .. -,, � � x :� � -`� k Mot t Unit Manufacturer Trane RTU -041 Supply Fan Unit Model Number YFD241E4HAAD Motor Manufacturer A.O. Smith Unit Serial Number 103711055D Drive Type Belt Drive Unit Discharge Bottom Vertical Motor Frame 145TZ Fan Rotation Correct Motor HP 5.0 HP RTU-04 / Filter Bank Motor RPM 3450 RPM Filter Type Fiberglass Motor Rated Volts 460 Volts Filter Quantity - Size 1 12 Motor Phase 3 Filter Dimensions - Size 1 20x20x2 Motor Hertz 60 Hz Motor FL Amps 6.6 Amps `' A .I '� . e a € �,� 1 Motor Service Factor 1.15 / tb.. . n Tes . t Data :51�f ' :' , M ... Total Design Flow 7500 CFM r, ;.- t mil' i °* , ` ° "` Sheave� D ; e . ' - Total Actual Flow 7425 CFM . � „ � � . _ �.a. ma� .����.�,�> � � � _ ,4 , e OA Design Flow 1500 CFM RTU -04 l Supply Fan OA Actual Flow 1530 CFM Motor Sheave MFG Browning RA Design Flow 6000 CFM Motor Sheave Model VL40 RA Actual Flow 5895 CFM Motor Sheave Bore 7/8 in. RTU - 04 / Supply Fan Motor Sheave Type Adjustable Fan RPM Actual 697 RPM Adj Mtr Sheave Pos Middle Motor RPM Actual 3579 RPM Fan Sheave MFG Browning Motor Volts T1 -T2 487 Volts Fan Sheave Model Not Listed Motor Volts T2 -T3 489 Volts Fan Sheave Diam. 18.75 OD Motor Volts T1 -T3 488 Volts Fan Sheave Bore 1 3/16 in. Motor Amps T1 5.5 Amps Number of Belts 1 Motor Amps T2 5.9 Amps Belt Size BX81 Motor Amps T3 6.0 Amps Sheave Center Line 22.0 in. . , :t F Tes t'Pressures " SF Suction SP - 0.65 in. wc SF Discharge SP 0.21 in. wc Actual Total SP 0.86 in. wc Filter DP 0.30 in. wc OA Damper Pos 55 % RA Damper Pos 80 % RTU -04 Return Inlet Summary �Systema,Unit Type of Outlet Size LxW� , A'rK , Design De Jstgn P,r . i Final "'Filial' Remarks , R e ading P.Type, e I D ; ,: .; , : Velocity . y V a l u e , Reading Rea o Inlet - Velgrid Duct 58x15 6.04 993 6000 6660 5895 98 x 000''' 1 n� Totals w# . 7 n / a, � �..E`. a.. a .t.„' .. �, �'��¢ , °;m q � 6 X6 ' 5 895 '61316/ 98 ° ,:i ` '; , * Notes RTU -04 14- Oct -10 Colby Cornett A tension sheave is being used. RTU -04 13- Oct -10 Colby Cornett Outside airflow was determined by subtracting return airflow from supply airflow. No means of measuring Outside airflow. Neudorfer Engineers, Inc. +` n +« fe, kii4 ii add " i y °as 6-":6 tj 5, „ s , Roof Top Unit PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010 -670 SYSTEM /UNIT: RTU -05 Tested By: Colby Cornett AREA: Test Date: October 15, 2010 r l Umt�Data �� N r Data " N a � . fl �,- *'.��;s,.�� � R s.o „ , `_.: �: x�. 4,at ��t� : � .� . i V �MOt�O � �` fir Unit Manufacturer Trane RTU -051 Supply Fan Unit Model Number YFD241E4HAAD Drive Type Belt Drive Unit Serial Number 103711057D Motor Manufacturer A.O. Smith Unit Discharge Bottom Vertical Motor Frame 145TZ Fan Rotation Correct Motor HP 5.0 HP RTU -05 / Filter Bank Motor RPM 3450 RPM Filter Type Fiberglass Motor Rated Volts 460 Volts Filter Quantity - Size 1 12 Motor Phase 3 Filter Dimensions - Size 1 20x20x2 Motor Hertz 60 Hz Motor FL Amps 6.6 Amps ` f tea , x z =b , a .,.. � q t , N D ,, is ° t Motor Service Factor 1.15 Total Design Flow 7500 CFM ",,''.'" Total Actual Flow 6675 CFM - . , g4 5), ,,rA . r - , `: M " r., -,".5he a Data OA Design Flow 1500 CFM RTU -05 / Supply Fan OA Actual Flow 1320 CFM Motor Sheave MFG Browning RA Design Flow 6000 CFM Motor Sheave Model VL40 RA Actual Flow 5355 CFM Motor Sheave Bore 7/8 in. RTU -05 / Supply Fan Motor Sheave Type Adjustable Fan RPM Actual 747 RPM Adj Mtr Sheave Pos Middle Motor RPM Actual 3819 RPM Fan Sheave MFG Browning Motor Volts T1 -T2 487 Volts Fan Sheave Model Not Listed Motor Volts T2 -T3 489 Volts Fan Sheave Diam. 18.75 OD Motor Volts T1 -T3 488 Volts Fan Sheave Bore 1 3/16 in. Motor Amps T1 6.6 Amps Number of Belts 1 Motor Amps T2 6.6 Amps Belt Size BX81 Motor Amps T3 6.6 Amps Sheave Center Line 22.0 in. r- <T - SF Suction SP -0.74 in. wc SF Discharge SP 0.31 in. wc Actual Total SP 1.05 in. wc Design External SP 0 50 in. wc Filter DP 0.34 in. wc OA Damper Pos 55 % RA Damper Pos 80 Neudon`er Engineers, Inc. t dx I '� o r+ : ': 4' " �' g k :- .v :',. a +. " w ,, a, 11 ! ,� � / ��! � � ��y ■ � xr - � � � a xg i aW � 0 ��@ ; � yyy w '� " ° ,:,..,:<:,.,.^.:, p ,� ''� � �'t � eu o X111!^ � inee s ( R 4�k � , , . ,',,- `,, `?, - q 4, ,, , .._, § 4F � woy „ C.OrtSul ng a -.1r (a ,.y ., a a 7 �, t B a'a �, a ” ', �, .n ,-, ••—.: s',°' :, / • ?- ' n : ... s`� . a j' _ 9 2 ;,:, .. 'e , ,"; N {fir d -a <`a Roof Top Unit PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010 -670 SYSTEM /UNIT: RTU -05 (Cont.) Tested By: Colby Cornett AREA: Test Date: October 15, 2010 RTU -05 Supply Outlet Summary = „ Unit - Type o f Outlets %Tz LxW ` AK fDes`ign ,i Deslgn Prelim = F ni al Final ,Remarks < 1 Reading, Type' " D Velocrty ` - Va lue . ,Rea ea a g4: • >- _. � ,�, �s =�x5 , kn.- : • �. ax�xris,.� ._- t Outlet -01 Flowhood CD 24 "x24" 1.00 - 200 86 165 83 Outlet -02 Flowhood CD 24 "x24" 1.00 - 200 116 190 95 Outlet -03 Flowhood CD 24 "x24" 1.00 - 200 130 200 100 Outlet -04 Flowhood SG 36 "x12" 1.00 - 1000 1261 950 95 Outlet -05 Flowhood SG 36 "x12" 1.00 - 1100 1000 990 90 Outlet -06 Flowhood SG 36 "x12" 1.00 - 1100 984 980 89 Outlet -07 Flowhood CD 24 "x24" 1.00 - 200 125 185 93 Outlet -08 Flowhood CD 24 "x24" 1.00 - 200 123 180 90 Outlet -09 Flowhood CD 24 "x24" 1.00 - 200 100 165 n 83 Outlet -10 Flowhood CD 24 "x24" 1.00 - 200 132 180 90 Outlet -11 Flowhood CD 24 "x24" 1.00 - 500 392 475 95 Outlet -12 Flowhood CD 24 "x24" 1.00 - 500 347 440 88 Outlet -13 Flowhood CD 24 "x24" 1.00 - 500 329 395 79 Outlet -14 Flowhood CD 24 "x24" 1.00 - 350 117 305 87 Outlet -15 Flowhood CD 24 "x24" 1.00 - 200 117 160 80 Outlet -16 Flowhood CD 24 "x24" 1.00 - 200 100 155 78 Outlet -17 Flowhood CD 24 "x24" 1.00 - 250 172 215 86 Outlet -18 Flowhood CD 24 "x24" 1.00 - 100 55 85 85 Outlet -19 Flowhood CD 24 "x24" 1.00 - 300 232 260 87 Totals s a „• 1 § t _.. , s' x7 500 ” ! ?- 5'`918 q ? '6 675: 89 % ‘4:::11;i:::-:',:., RTU -05 Return Inlet Summary System »Unit Type `of` „ - Outlet Size 'L�zW : ,T.:.,,3..,!5,.., t D D Prelim -, .Final ' Final R emarks - 1 , . Re TYPe , fi . : sad; , v 7 it ( V a lue u< Reading Reading:..... °lo 'i iii R Inlet -01 Velgrid Duct 58x15 6.04 993 7500 6025 5355 71 ' : 1 -� $ 5 7,110 " .6 t 5 ° A'' /o'1 n ,, :._�..' %., ., l '"� .. .a. ✓ 1^� .���$ -.3 i� � � , <..e &Ea3: @wa". un &tS.F 1 , .n .2 _ 7 .�r. i.': - • _. * Notes RTU -05 14- Oct -10 Colby Cornett A tension sheave is being used. RTU -05 15- Oct -10 Colby Cornett Motor is running at Full Load Amps. RTU -05 14- Oct -10 Colby Cornett Outside airflow was determined by subtracting return airflow from supply airflow. No means of measuring Outside airflow. Neudorfer Engineers, Inc. ■�� ■■ i /���! ■y�y ,�/�{! ��l1l� [ ye, , � ��4F Reu o J { Engine #�f rT�II 'IM :: x "a aS x �"� +ek � aw� ...���fii `�� arse�`� �� gas :, �"�.3�r �5 ',;�^ ��� } / ' a aC itt E i :Sa.attls% o 3 ° ti , Y 9 '4::: �d�' s �- ,,,� ) h as � *' °,.:•'2='S:=,'-',,,- � a�� , , ., ,, fi� Roof Top Unit PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010 -670 SYSTEM /UNIT: RTU -06 Tested By: Colby Cornett AREA: Test Date: October 14, 2010 ,' .Z t `U nt t D a ta ,, � a ,, k :111 , r D �� : - Unit Manufacturer Trane RTU -06 / Supply Fan Unit Model Number YSC092E4RHAl2D000A1 B Motor Manufacturer Marathon Unit Serial Number 103411122L Drive Type Belt Drive Unit Discharge Bottom Vertical Motor Frame 56 Fan Rotation Correct Motor HP 1.0 HP RTU -06 / Filter Bank Motor RPM 1725 RPM Filter Manufacturer Clarcor Motor Rated Volts 460 Volts Filter Type Fiberglass Motor Phase 3 Filter Quantity - Size 1 4 Motor Hertz 60 Hz Filter Dimensions - Size 1 20x25x2 Motor FL Amps 1.7 Amps Motor Service Factor 1.5 A Test Data � ` , � , H Total Design Flow 2900 CFM i - . - $ . 1 ;a ... i ' . ' Total Actual Flow 3145 CFM RTU -06 / Supply Fan OA Design Flow 325 CFM Motor Sheave MFG Browning OA Actual Flow 355 CFM Motor Sheave Model VL34 RA Design Flow 2575 CFM Motor Sheave Bore 5/8 in. RA Actual Flow 2790 CFM Motor Sheave Type Adjustable RTU -06 / Supply Fan Adj Mtr Sheave Pos Minimum Fan RPM Actual 604 RPM Fan Sheave MFG Browning Motor Volts T1 -T2 487 Volts Fan Sheave Model AK74 Motor Volts T2 -T3 489 Volts Fan Sheave Bore 1 in. Motor Volts T1 -T3 491 Volts Number of Belts 1 Motor Amps T1 1.7 Amps Belt Size AX36 Motor Amps T2 1.5 Amps Sheave Center Line 12.0 in. Motor Amps T3 ' 1.6 Amps Motor to Extend 2.0 in. Motor to Retract 2.5 in. �; ai - Nest Pre '. ; .. ■ SF Suction SP -0.52 in. wc SF Discharge SP 0.11 in. wc Actual Total SP 0.63 in. wc Design External SP 0.50 in. wc Coil DP 0.25 in. wc OA Damper Pos 12 % RTU -06 Supply Outlet Summary :Sy 7 U ni t £ � �T f�: = y� Outlet 4 Si AK aDesign. Design tcR. rehm� . Final , � F inal arks� " y Reading ; Type.- /D, ; = Velocity,, Val R ead a % Rem Outlet -01 * Flowhood CD 24 "x24" 1.00 - 200 410 285 143 Outlet -02 Flowhood SG 36 "x12" 1.00 - 675 940 765 113 Outlet -03 Flowhood SG 36 "x12" 1.00 - 675 745 645 96 Outlet -04 Flowhood SG 36 "x12" 1.00 - 675 885 705 104 Outlet -05 Flowhood SG 36 "x12" 1.00 - 675 960 745 110 'F:;=" , 'rotalsE L ..''.. >, ' ,4 it " a a g '-i 2 b 3,940N , 3 , � 1O8,$ /O.,T'z ,x,, .M. Neudorfer Engineers, Inc. j'; :, $ ,�� � ° 4 T: n k �'Ss^ � l �°" -a.�L 'L t� ., G# E µ S@iit1te "� Ue1ftd e x ,, a ',-- ::::,,, „ � ���_�.._ �� , � �� , 4 t� ' a � � a " 5 � "5i. � � t. '"fi �e' � N KY'N N rhltlrtNi4't " , 0 00 Roof Top Unit PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010 -670 SYSTEM /UNIT: RTU -06 (Cont.) Tested By: Colby Cornett AREA: Test Date: October 14, 2010 RTU -06 Return Inlet Summary System I Umt Type of vi ° ,Outlet s .Sie L x W , AK Des gn D sign Prelim . F�a nl "Remarks Readin Type I D V lo ecity Value, Reading?, R eading 6A"?--, '/o _ Inlet -01 Velgrid SG 28x14 2.72 - 2575 2910 2790 108 --1 otals' _ 4,,,710 q r �„w =: i r 25t 2 4 ` ' 2 790 " 108'0fo` e r a * Notes RTU -06 14- Oct -10 Colby Cornett Outside airflow was determined by subtracting return airflow from supply airflow. No means of measuring Outside airflow. RTU -06 / Outlet -01 14- Oct -10 Colby Cornett There are no volume damper for the shared wharehouse space. Total design flow has been met. low has been Neudorfer Engineers, Inc. a � . v ,. ay. : L" , , t .. 3', ' �.', i "::$.$,, x .q ., aa' it ,y� C(#nifiii 'Ft ( i x f4 1N(164; --; ° ,: r �$ gs 4 a i Roof Top Unit PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010 - 670 SYSTEM /UNIT: RTU -07 Tested By: Colby Cornett AREA: Test Date: October 14, 2010 n ` ,� s � i t * 1 i �� lJ�ttit;Data.. � t � ,,��,P '.� % � 6 � � ' 1 ��� Mo D aa, hr Unit Manufacturer Trane RTU -07l Supply Fan Unit Model Number YSC060E4RMA15D000A1B Motor Manufacturer Marathon Unit Serial Number 103710158L Drive Type Belt Drive Unit Discharge Bottom Vertical Motor Frame 56 Fan Rotation Correct Motor HP 1.0 HP RTU -07 / Filter Bank Motor RPM 1725 RPM Filter Manufacturer Clarcor Motor Rated Volts 460 Volts Filter Type Fiberglass Motor Phase 3 Filter Quantity - Size 1 2 Motor Hertz 60 Hz Filter Dimensions - Size 1 20x30x2 Motor FL Amps 2.5 Amps Motor Service Factor 1.5 t . t " , .. < :„" y1 v, a Test Daata :.. _ ;. , .. Yr Sh e,e :Da Total Design Flow 1950 CFM �� �,':��„°�«�� � V4 rfa< „ ,,, ;if.,<,I ,: Total Actual Flow 2060 CFM RTU -07 / Supply Fan OA Design Flow 300 CFM Motor Sheave MFG Browning OA Actual Flow 325 CFM Motor Sheave Model VL34 RA Design Flow 1650 CFM Motor Sheave Bore 5/8 in. RA Actual Flow 1735 CFM Motor Sheave Type Adjustable RTU -07 / Supply Fan Adj Mtr Sheave Pos Minimum Fan RPM Actual 1031 RPM Fan Sheave MFG Browning Motor Volts T1 -T2 485 Volts Fan Sheave Model AK44 Motor Volts T2 -T3 486 Volts Fan Sheave Bore 3/4 in. Motor Volts T1 -T3 488 Volts Number of Belts 1 Motor Amps T1 2.3 Amps Belt Size AX26 Motor Amps T2 2.4 Amps Sheave Center Line 9.0 in. Motor Amps T3 1.8 Amps Motor to Extend 2.0 in. Motor to Retract 2.5 in. '' , "Test Press,u 4^ 1IS : SF Suction SP -0.51 in. wc SF Discharge SP 0.35 in. wc Actual Total SP 0.86 in. wc Design External SP 0.50 in. wc Filter DP 0.07 in. wc Coil DP 0.17 in. wc OA Damper Pos 16 % RTU -07 Return Inlet Summary System ' Unit ' Type`of 'Outlet - Size LxW - ' _ AKK°°` D , _ Design ' Prelim : _ Final "`< Final . Remarks '' ' : R eading . Type . /D' a, - 'r,,3 ti +,, Velocity V alu e Reading ,'Readings °/U Inlet -01 Velgrid SG 28x14 2.72 443 1650 1485 1735 105 a $: i 6 = f ,.04;65107A ,l 1 485` 7'r.A'735 105 * Notes RTU -0 14- Oct -10 Colby Cornett Outside airflow was determined by subtracting return airflow from supply airflow. No means of measuring Outside airflow. Neudorfer Engineers, Inc. . ' " a 1 rfe ME gi eers In YP ,, 6 Y � W o-„{ , }^ 3 3'''^ m :. : . rv fi` ` 3t" %% ^* .-1 )d �, e�9 s ' �AAM���'' �, s "a �. � P1 �s` �a an'�a a "��.'�' a ��s � t 6 , ' ttsuttin 8 attl P i 'A 1 ;�- :„ , ,< „ a x = Y ° ,,, ; , , ` z. - , F,',' , , , ,,$ *�" , : ° ,,. ,. , s udodarEiial,= Aa Roof Top Unit PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010 -670 SYSTEM /UNIT: RTU -08 Tested By: Colby Cornett AREA: Test Date: October 14, 2010 .. / ` rUn it i Da t a , , ' 1 4 t 4 �` i i �g V.° ' Mot* Dat . Unit Manufacturer Trane RTU -08 / Supply Fan Unit Model Number YSC048E4RMA13B000A1 B Motor Manufacturer Marathon Unit Serial Number 103411288L Drive Type Belt Drive Unit Discharge Bottom Vertical Motor Frame 56 Fan Rotation Correct Motor HP 1 HP RTU -08 / Filter Bank Motor RPM 1725 RPM Filter Manufacturer Clarcor Motor Rated Volts 460 Volts Filter Type Fiberglass Motor Phase 3 Filter Quantity - Size 1 2 Motor Hertz 60 Hz Filter Dimensions - Size 1 20x30x2 Motor FL Amps 2.5 Amps Motor Service Factor 1.50 ', - q; � r e T est Data r �� # Total Design Flow 1600 CFM ��° ' Sh� , ° ,„ ' 1 _`, Total Actual Flow 1650 CFM RTU -08 / Supply Fan OA Design Flow 700 CFM Motor Sheave MFG Browning OA Actual Flow 740 CFM Motor Sheave Model VL34 RA Design Flow 900 CFM Motor Sheave Bore 5/8 in. RA Actual Flow 910 CFM Motor Sheave Type Adjustable RTU -08 / Supply Fan Adj Mtr Sheave Pos Middle Fan RPM Actual 934 RPM Fan Sheave MFG Browning Motor Volts T1 -T2 485 Volts Fan Sheave Model AK49 Motor Volts T2 -T3 487 Volts Fan Sheave Bore 3/4 in. Motor Volts T1 -T3 489 Volts Number of Belts 1 Motor Amps T1 1.8 Amps Belt Size AX26 Motor Amps T2 1.5 Amps Sheave Center Line 8.0 in. Motor Amps T3 1.6 Amps Motor to Extend 1.5 in. Motor to Retract 3..0 in. % g � i ' T es t P r e sures; . , u>< " ,, v SF Suction SP -0.43 in. wc SF Discharge SP 0.28 in. wc Design Total SP 0.71 in. wc Design External SP 0.50 in. wc Coil DP 0.20 in. wc OA Damper Pos 50 % RTU -08 Supply Outlet Summary "Syst °I Unit Type of UU,O tl S rie`LxW . 'iAK " : Design D P l a ga f ; Final y Reir`iark" 4 ,,' T a / : ". Velocity Value ;."Re_ading Reading!' % Outlet -01 Flowhood SG 4.5x16.5 0.51 784 400 245 370 93 Outlet -02 Flowhood SG 4.5x16.5 0.51 784 400 280 390 98 Outlet -03 * Flowhood SG 4.5x16.5 0.51 784 400 330 455 114 Outlet -04 Flowhood SG 4.5x16.5 0.51 784 400 320 435 109 "Totals c, °" 4 . - t 1 600 1;1751;650 :103 /o ri Neudorfer Engineers, Inc. �, { : &S` , h ? * „ 1 ',u+a , '°.^ ye a", ".� ax : r a : �s aw s � " a Ls ,.� - :J u a� r ; 3 d '11 1i� ii . a tt lA' ''''''':',','"$-`,:',.: "� t -°xF .� 'a + f :I � � .�e , ,.. � r � �ae , ;� p , z,a �e„xv ��? u; areht au d sg t t a t � iC�t! Roof Top Unit PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010 -670 SYSTEM /UNIT: RTU -08 (Cont.) Tested By: Colby Cornett AREA: Test Date: October 14, 2010 RTU -08 Return Inlet Summary Syst U Typ o f 4 -O Si ze Lx1Nr AK Desi Desi Prelim `- Finat Fin . Remarks • a m " ' Reading Type ,I D r� Veloctt . Value t, „ Readin �'Readrng i � a, �,, ... .... .ka �xa3». .. a ,•�,r.a M. r asryxay..» ��;haar..,yre =. @ � o.. � „ .m W Inlet -01 Velgrid Duct 11x22 1.68 535 900 1330 910 1 01 Totals ,. _� ' „ .:' X44, ° . . „Om,.:..-, :. 900' . 1 . ,, 0 �� /o I `^ �t �,� _ _ � ate_ .� O � _� �.�. ! 330 9I - o - °' * Notes RTU -08 14- Oct -10 Colby Cornett Outside airflow was determined by subtracting return airflow from supply airflow. No means of measuring Outside airflow. RTU -08 / Outlet -03 14- Oct -10 Colby Cornett There are no volume dampers. Total design flow has been met. Neudorfer Engineers, Inc. � � e 06110"-'' ng e s � $ .. ^y ;a lza r ate. � -_ -.' ° 3r Inc- , '1';;;; Duct Traverse PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010 -670 SYSTEM /UNIT: RTU -02 Tested By: Mike Vawter Test Date: October 15, 2010 Unit Data 40a FinalData:; Type of Traverse Rectangular Sum of Readings 45080 Outer Height 16 in. Average Reading 1409 FPM Outer Width 50 in. Design Total Flow 7500 CFM Air Flow Area 5.55 sq. ft. Actual Total Flow 7820 CFM Static Pressure .02 in. NOTES: Duct Traverse Data Points 50 j{ Neudorfer Engineers, Inc. 4t _ #tln 3n rs s F:' the 1 N e• t o 4"4 da 4 ' :�,., ',^"' �?; s:,. _. ; ^ � . 4 �,A .«ss ? `. « w x 3.R ..:: - '� . -`. "• :.s3,', < w $ x @. �., WtYCF f+Caucfo ai Wlt „�. , com Duct Traverse PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010 -670 SYSTEM /UNIT: RTU - Tested By: Mike Vawter Test Date: October 14, 2010 '4Umt Data r FinaI 0 to Type of Traverse Rectangular Sum of Readings 42269 Outer Height 16 in. Average Reading 1321 FPM Diameter 0 in. Design Total Flow 7500 CFM Outer Width 50 in. Actual Total Flow 7345 CFM Air Flow Area 5.56 sq. ft. Static Pressure .09 in. NOTES: Duct Traverse Data Points T f 50 Neudorfer Engineers, Inc. li Q � � �a ; } eudo er Engine a nc�aw a F; s .., '�. .. , ,,, ,__ _a ....., ,,,,, . ._ ` -, ..,. � s � � � ��� �� s p a � Duct Traverse PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010 -670 SYSTEM /UNIT: RTU -04 Tested By: Mike Vawter Test Date: October 15, 2010 Unit6Data ' - � � � ' ' lm''""Fin I Data Type of Traverse Rectangular Sum of Readings 42814 Outer Height 16 in. Average Reading 1338 FPM Outer Width 50 in. Design Total Flow 7500 CFM Air Flow Area 5.55 sq. ft. Actual Total Flow 7426 CFM Number Of Rows 8 Readings Per Row 4 Total Readings 32 NOTES: Duct Traverse Data Points r fJ M v 3 O O O U G1 U (3 Row 1 1 1170 1 1 1145 I 1 1154 1 1 1216 Row 2 1 1162 1134 1 1041 I 1278 Row 3 1 1226 1376 I 1246 1222 Row 4 1 1310 1381 I 1178 I 1287 Row 5 1 1380 1a30 I 1367 I 1237 Row 6 1 1435 144.5 I 1323 I 124.3 Row 7 1 1585 1433 I 1414 1401 Row 8 1 1683 1665 1 1551 I 1878 50 Neudorfer Engineers, Inc. �^ ` p �am �, .,', c } i . . � � '� � .s tom£ y, { " e o rf n eeT +A . I nc. e , :T` ' w� , � , aax, * s q �"i s Duct Traverse PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010 -670 SYSTEM /UNIT: RTU -07 Tested By: Colby Cornett Test Date: October 15, 2010 a - �$t r' U nit Data��` - sot e Final Data „ ',.� t Type of Traverse Rectangular Sum of Readings 19784 Outer Height 18 in. Average Reading 824 FPM Outer Width 20 in. Design Total Flow 1950 CFM Air Flow Area 2.5 sq. ft. Actual Total Flow 2060 CFM Number Of Rows 4 Static Pressure 0.07 in. Readings Per Row 6 Total Readings 24 NOTES: Duct Traverse Data Points r N C7 C 47 C. O 5 O O p 8 U U U U U U Row 1 1 820 I I ass 1 888 1 1 931 1 785 I 1 729 I Row 2 1 817 I 1 830 I 1 905 1 1 795 I 1 911 I 1 777 I 40 r Row 3 1 884 I 1 779 I I I 1 833 I 1 778 I 1 867 I Row 4 1 840 1 742 1 738 I 1 827 I I 287 I 1 922 I ( 20 > 1 Neudorfer Engineers, Inc. g s � t ? 'a � ", � , ,;, O ,, L Fan Unit PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010 -670 SYSTEM /UNIT: EF -01 Tested By: Mike Vawter AREA: Test Date: October 15, 2010 UnttData t. M .. Fan Manufacturer Greenheck Motor Manufacturer McMillan Electric Co. Fan Model Number 6- 095 -D -X Motor Frame Direct Drive Fan Serial Number 12155040 1008 Motor HP 1/8 HP Fan Rotation Clockwise Motor RPM 1550 RPM Drive Type Direct Drive Motor Rated Volts 115 Volts Fan Speed Low Motor Phase 1 Motor Hertz 60 Hz Motor Full Load Amps 2.6 Amps _ax ' a\,. ,s w`xxx" a. 3'r€wo �'x Ewa ttl�:dv'a�'o-,.T, x ' $' �,, e s,. ,° f �l Motor Service Factor Not Listed Starter Manufacturer Factory Installed a a .t � : * Test Pres � Test Data ��' ... _ _;: Fan Suction SP -0.27 in. wc Total Design Flow 525 CFM Fan Discharge SP atmosphere in. wc Total Actual Flow 595 CFM Design External SP 0.50 in. wc Motor Volts T1 -T2 121 Volts Motor Amps T1 1.7 Amps EF -01 Return Inlet Summary System hUnit Type of Outlet Si ze LxW ��AK Degign ,fDesig P irn Final ' Final Remarks '" Readm T e Veloci Value Readm Rea Inlet -01 Flowhood EG 24 "x12" 1.00 - 225 280 225 100 Inlet -02 Flowhood EG 24 "x12" 1.00 - 225 295 235 104 Inlet -03 Flowhood EG 24 "x12" 1.00 - 75 175 135 180 -; ;7 << 1 .. - . * Notes EF -0 14- Oct -10 Mike Vawter Motor is on low speed. EF -01 15- Oct -10 Colby Cornett Motor speed is controlled by an accessible wall mounted rheostat. Neudorfer Engineers, Inc. � }�s'� ¢ _tea+ � y� r� �„ , ` � �, ,' �.� x t fr � z 1 va r $ � 7� maw gym'' �a $ �. a � v� e } 4 w� -A"° �' � • � � L. 3 x ng 11 f r s l a tt l Rl! , :,,:., - ; , ,7::,,, ° u '+ n a c s ��� " ✓ 1 0111 Fan Unit PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010 - 670 SYSTEM /UNIT: EF -02 Tested By: Mike Vawter AREA: Test Date: October 15, 2010 a "' Vtllt D ilta „ , MOtO� ® ata Y7 Fan Manufacturer Greenheck Motor Manufacturer McMillan Electric Co Fan Model Number 6- 090 -D -X Motor Frame Direct Drive Fan Serial Number 12206176 1008 Motor HP 1/15 HP Fan Rotation Clockwise Motor RPM 1550 RPM Drive Type Direct Drive Motor Rated Volts 120 Volts Fan Speed High Motor Phase 1 Motor Hertz 60 Hz �a' Motor Full Load Amps 1.2 Amps " ' e i D �. 4 Total Design Flow Total Actual Flow 645 CFM ; W kE 'I 0 1 SheaveData ° °! Motor Volts T1 -T2 121 Volts Motor Sheave MFG Direct Drive Motor Amps TI Direct Drive 1.0 Amps Motor Sheave Model Direct Drive Motor Sheave Diam. Direct Drive OD Fan Sheave Size MFG Fan Sheave Model Direct Drive Direct Drive OD Direct Drive in. Fan Sheave Diam. Fan Sheave Bore Belt Direct Drive t` E � j ° ? r 5-.. ,_ , . r. Test , L ulr : Fan Suction SP -0.22 i n. wc Design External SP 0.10 in. wc EF -02 Exhaust Inlet Summary S ( Typ o Outlet Size l W A K , D �Dese = Prelim Final Final 4R Reading ,T ypes , .W1 , c .Veloci Va " R ea din g Readin /o !..,.'44',..``,.:..Z?, ,-1, A . a: ,' _ ., cre.A.. �.. e,,. o .:. , a" -Ei??' ka'. o > t t,.+ #:d.. `�,m t c Inlet 01 Flowhood CE 100 1.00 700 645 645 92 ls = x;" ? � '" - . i700 it 645 ' 64 ' " 92' %0' k $ & a ,. .l ` " ' ' ' ' ' ' ' 4 4 ' ; ' ' ` T , ,-. � . v . - v ., ' . , * Notes l Neudorfer Engineers, Inc. L 3 3 � .j 'ac? `'` 'S# * t` M f�9C ,�' £ p#, p #" � t<�mm -w amx< v. p . p . y di yq �^"°. ' w R C a � k s // v*. • • Fan Unit PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010 -670 SYSTEM /UNIT: EF - Tested By: Mike Vawter AREA: Test Date: October 15, 2010 �P - r ..z:.x ... n�t,Data � M otor � Da ta� �� '� Fan Manufacturer Greenheck Motor Manufacturer McMillan Electric Co Fan Model Number 6- 080 -D -X Motor Frame Direct Drive Fan Serial Number 12206177 1008 Motor HP 1/20 HP Fan Rotation Clockwise Motor RPM 1550 RPM Drive Type Direct Drive Motor Rated Volts 115 Volts Fan Speed High Motor Phase 1 Motor Hertz 60 Hz �.." e Motor Full Load Amps 1.2 Amps Motor Service Factor Not Listed Starter Manufacturer Factory Installed kit/ i - Fan Suction SP -0.10 in. we Total Design Flow 400 CFM Design External SP 0.10 in. we Total Actual Flow 360 CFM Motor Volts T1 -T2 121 Volts Motor Amps T1 1.2 Amps EF -03 Return Inlet Summary System / Unit Type of + `Outlet , Size LxW% { Design Design Piehm % Final Final Remarks R , Type,„ /Dx, AA Velocity Value Reading, ;Reading Inlet -01 Flowhood EG 24 "x24" 1.00 - 400 335 360 90 " a 'Totals . � � " .w 3 ? Z a 400y 3i 335' * Notes EF - 15- Oct -10 Colby Cornett Direct drive motor is running at high speed. EF -03 14- Oct -10 Mike Vawter Fan speed controller is accessible. Neudorfer Engineers, Inc. • , . erEng nee ‘-'- or f rsa.,An ) -' Fan Unit PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010-670 SYSTEM/UNIT: EF Tested By: Colby Cornett AREA: Test Date: October 15, 2010 U nit uara- oat Motor Data Fan Manufacturer Greenheck Motor Manufacturer Marathon Fan Model Number G-133-A-X Motor Frame 56 Fan Serial Number 12206172 1008 Motor HP 3/4 HP Fan Rotation Correct Motor RPM 1725 RPM Drive Type Direct Drive Motor Rated Volts 115 Volts Fan Speed High Motor Phase 1 Motor Hertz 60 Hz 4 V1i 5 7,,if Motor Full Load Amps 10.0 Amps Motor Service Factor 1.25 Total Design Flow 2000 CFM Total Actual Flow 1825 CFM Motor Volts T1-T2 115 Volts Motor Amps Ti 8.2 Amps EF Return Inlet Summary - Systenr/..Unit.' A"C47,1),esigt0 Dsig Prelir a:,-4Finahgktz inal, Remarks € Reading 4,, °. 41;rf"'nLPi r N1 WOIKVAS ing Inlet-01 Airfoil Duct 18x10 1.25 800 1000 920 920 92 Inlet-02 Airfoil Duct 18x10 1.25 800 1000 905 905 91 tdiIs: i';f 41 , 4 16 : 01 " Notes EF-04 15-Oct-10 Colby Cornett Direct drive motor is running at high speed. EF-04 15-Oct-10 Colby Cornett Motor speed is controlled by an accessible wall mounted rheostat. EE-04 14-Oct-10 Colby Cornett S.P. cannot be taken without penetrating the weatherproof housing. Neudorfer Engineers, Inc. N eudorter Engineers. In Fan Unit PROJECT: Ultimate Electronics DATE: 10/15/2010 LOCATION: Tigard, OR CONTACT: Mike Vawter PROJECT #: 2010-670 SYSTEM/UNIT: EF-05 Tested By: Mike Vawter AREA: Test Date: October 15, 2010 Fan Manufacturer Greenheck Motor Manufacturer McMillan Electric co. Fan Model Number 6-080-D-X Motor Frame Direct Drive Fan Serial Number 12155040 1008 Motor HP 1/20 HP Fan Rotation Clockwise Motor RPM 1550 RPM Drive Type Direct Drive Motor Rated Volts 115 Volts Fan Speed High Motor Phase 1 Motor Hertz 60 Hz lfr , Si Motor Full Load Amps 1.2 Amps Motor Service Factor Not Listed Starter Manufacturer Factory Installed r „ „ esuuatal,;., Fan Suction SP -0.29 in. wc Total Design Flow 300 CFM Fan Discharge SP atmosphere in. wc Total Actual Flow 275 CFM Motor Volts T1-T2 120 Volts Motor Amps T1 1.2 Amps EF-05 Exhaust Inlet Summary 7 : - , Isii;6VA Preli&) ° Final '.Remarks' System I Unit Reading v„!:,i,o.Fify, Valp#Redlng Reading Inlet-01 Flowhood CE 80 1.00 - 300 275 275 92 ! el . it, cr-1"47:01 ;Z:17a1V * Notes EF-05 15-Oct-10 Colby Cornett Direct drive motor is running at high speed. EF-05 15-Oct-10 Colby Cornett Motor speed is controlled by an accessible wall mounted rheostat. Neudorfer Engineers, Inc.