Report (2) 6 o p 2_06q— 6C) 2 i .. .�
p Alain Office Salem Office Bend Office
Carlson Testing, �'Q /1 c ® 8430 SW HunciAer 4060 Hudson SL, NE OB Ri Rd N l I
Bend, 1 ®J YN lWl Tigard OR 97]?3 Salem, OR 9i30! Bend, OR 977070 1
Phone :(503) 684 -3460 Phone 15031 589-1252 Phone (540 330 -9155
Fat: /503)684 -0954 Fat. (5031589.1309 Fat x5411330 -9163
Construction Materials Testing & Inspection
Special Inspection
FINAL SUMMARY LETTER
February 24, 2010
T1001755
City of Tigard
13125 SW Hall Blvd
Tigard, OR 97223 -8199
Attn: Building Department
Re: Aarons Sales & Leasing — Interior Improvements
11745 SW Pacific Highway — Tigard, OR
Permit No.: BUP2009 -00213
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:
Structural Welding- Shop Only
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 T STIN , INC.
4
d / /
Neil S. Shan on
Project Manager
NSS /rb
cc: Robert Todd Construction — Amy Rolph Fax / 503 653 -5729
City of Tigard Building Division
Parkin Engineering Inc — Britt Killian britt @johnwparkin.com
Timberland Framing Contractors — Brett Egdorf brett @timberlandframing.com
Carlson o 11''LL pig Y c Main Office Salem Office Bend Office
Testing, W /S O 8430 Sit' {{un_iArr 4060 Hudson Sc. NE 630 25 OB Riley RA ul l
Tigard. OR 97 ? ?3 Salem. OR 97301 BenA, OR 97702
Phone: (503)684 -3460 Phone: (503) 589 -125? Phone: (541) 330 -9155
Fax 65031684 -0954 Far: /5031589 -1309 Far 134/1330 -9163
Construction Materials Testing & Inspection
Special Inspection
FINAL SUMMARY LETTER
February 24, 2010
T1001755.A
City of Tigard
13125 SW Hall Blvd
Tigard, OR 97223 -8199
Attn: Building Department
Re: Aarons Sales & Leasing — Exterior Improvements
11745 SW Pacific Highway — Tigard, OR
Permit No.: BUP2010 -00006
Dear Sir or Madam:
This is to certify that in accordance with Section 1704.1.2 of the International Building Code, we have performed special
inspection of the following item(s) per our inspection reports only:
Installation of Screw Anchors
All inspections and tests were performed and reported according to the requirements of Project Documents and, to the
- - best knowledge, the work was with the approved plans and specifications, approved change orders
and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's
design changes, approvals and verbal instructions.
Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in
full, without prior authorization from this office. Under all circumstances, the information contained in this report is
provided subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No
party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the information
contained in this document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Neil S. Shannon
Project Manager
NSS /rb
cc: Robert Todd Construction — Amy Rolph Fax / 503 653 -5729
City of Tigard Building Division
Parkin Engineering Inc — Britt Killian britt @johnwparkin.com
Timberland Framing Contractors — Brett Egdorf brett @timberlandframing.com
Bend Office (541) 330 -9155
Geotechnical Office (503) 601 -8250
Carls g� ° Eugene Office (541) 345 -0289
`��l �� ®H>1 Testing, Inc. Salem Office (503) 589 -1252
Tigard Office (503) 684 -3460
Daily Report of Structural Steel
Client ROBERT TODD CONSTRUCTION - AMY ROLPH
Project: AARONS SALES & LEASING - INTERIOR IMPROVEMENTS CTI Job #: T1001755.
Address: 11745 SW PACIFIC HIGHWAY TIGARD OR Jurisdiction: TIGARD
CTI representative J. PILAND OBOA 282
was on site this date Jan. 29, 2010 to perform Special Inspection for:
Permit BUP2009 -00213
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
I. Checked in with superintendent, client or shop rep.
Name:
LOUIS THE FOLLOWING ITEMS WERE COMPLETED: CHANNEL BEAMS
Company: TIMBERLINE
D, 5, F - COLUMNS A, B, C
2. Inspection was "IBC" 1=1 Continuous ® Periodic (NOTED SOME POROSITY WHICH WAS REPAIRED BY
3. Work performed: fl In the field ® At fab shop GRINDING AND WELDING)
TIMBERLINE
SHOP DRAWING STAMPED BY PARKIN ENGINEER 1 -26 -10
4. If shop inspection do they have fabrication and QC APPROVED
procedures? ® Yes E No E N/A
INSPECTION
_ Yes NoN /A
1. Reviewed previous inspection reports? y
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,
welding operators. and tackers conform. 2. Completed work inspected was in compliance with
Y.
8. Verified steel frame joint details for bracing, stiffening. Approved plans and specifications ®Shop drawings
member locations, and application of joint details at each X
connection are in compliance by random sampling. RFI Design change Submittal N/A
Document #(s) Dated:
WELDER INFORMATION
3. Noncompliance item(s) were noted this date. details on
Welders Name: ISMAEL NUNEZ
following page(s). El Yes 0 No ® N/A
Certification #: FCAW #1112 ACS
4. Noncompliance item(s) were reinspected this date, details
Yes No N/A on following page(s). fl Yes E No ® N/A
1. Verified the contractor's Welding Procedure Conform Remain in progress
Specifications are in conformance with X
AWS requirements.
2. Verified the essential variables outlined in the Report(s) findings were discussed and left with
Welding Procedure Specifications were X LOUIS
employed during execution of the work. o f TIMBERLINE
3. Verified the weldabilit 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: 01/29/2010
CTI Job #: T1001755.
Project: AARONS SALES & LEASING - INTERIOR IMPROVEMENTS
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in fi
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted.
CARLSON TESTING, INC.
Reviewed By: Neil Shannon
Review Date: 02/10/2010
JP /ARR
ROBERT TODD CONSTRUCTION - AMY ROLPH FAX /503 653 - 5729
TO: CITY OF TIGARD BUILDING DIVISION
PARKIN ENGINEERING INC - BRITT KILLIAN BRITT @JOHNWPARKIN.COM
PARKIN ENGINEERING INC - BRITT KILLIAN
ROBERT TODD CONSTRUCTION - AMY ROLPH
TIMBERLAND FRAMING CONTRACTORS - BRETT EGDORF BRETT @TIMBERLANDFRAMING.COM
Bend Office (541) 330 -9155
Geotechnical Office (503) 601 -8250
CCa�y • Eugene Office (541) 345 -0289
arlson Testing, Inc. Salem Office (503)589 -1252
Tigard Office (503) 684 -3460
Daily Report of Structural Steel
Client: LINCOLN CENTER LLC C/O SHORENSTEIN REALTY SERVICES LP
Project: ID EXPERTS 570 @ LINCOLN CENTER - TENANT IMPROVEMENT CTI Job #: T1001796.
Address: 10300 SW GREENBURG ROAD TIGARD OR Jurisdiction: TIGARD
CTI representative R. BATY OBOA 411
was on site this date Feb. 05, 2010 to perform Special Inspection for:
Permit BUP2010 -00003
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
1. Checked in with superintendent, client or shop rep. INSPECTED THE FOLLOWING FOR THE FOLDING DOOR
Name: ARNIE
(PARTITION) SUPPORT PER MACKENZIE AND THE CITY
Company: RUSSELL CONSTRUCTION
OF TIGARD APPROVED DRAWING
2. Inspection was "IBC" Continuous ® Periodic
3. Work performed: ® In the field 0 At fab shop A) DETAIL 11 & 12/A -8.2 7/8" DIA A325 BOLTING
FOR SNUGTIGHT
4. If shop inspection do they have fabrication and QC B) DETAIL 11/A8.2 FOR SHEAR CONNECTION WELDING
procedures? ❑ Yes ❑ No ® N/A
INSPECTION
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 v 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. y 1. Work inspected was: ® Completed fl In progress
7. Verified the quality of welds produced by welders. 2. Completed work inspected was in compliance with
welding operators. and tackers conform. X p p p
8. Verified steel frame joint details for bracing. stiffening, 11 Approved plans and specifications Shop drawings
member locations, and application of joint details at each X
connection are in compliance by random sampling. RFI Design change Submittal N/A
Document #(s) RED' • 1 Dated:
WELDER INFORMATION
3. Noncompliance item(s) were noted this date, details on
Welders Name: MICHAEL A. LIVERMORE
following page(s). 0 Yes 1=1 No ® N/A
Certification #: W05869
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 Conform Remain in progress
Specifications are in conformance with X
AWS requirements.
2. Verified the essential variables outlined in the Report(s) findings were discussed and left with
Welding Procedure Specifications were . ARNIE
employed during execution of the work. of RUSSELL CONSTRUCTION
3. Verified the weldabilit 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-
Daily Report of Structural Steel For: 02/05/2010
CTI Job #: T1001796.
Project: ID EXPERTS 570 @ LINCOLN CENTER - 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 ft
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Reviewed By: Keith Gauvin
Review Date: 02/10 /2010
RB /CK
LINCOLN CENTER LLC C/O SHORENSTEIN REALTY SERVICES LP SHEGSTAD @SHORENSTEIN.COM
TO: CITY OF TIGARD BUILDING DIVISION
GROUP MACKENZIE - MORGAN TOTH. MTOTH @GRPMACK.COM
RUSSELL CONSTRUCTION INC - DONN STURDIVANT DSTURDIVANT @RUSSELLCONSTRUCTION.COM
RUSSELL CONSTRUCTION INC - ARNE WAYRYNEN AWAYRYNEN @RUSSELLCONSTRUCTION.COM
ANDERS CERTIFIED WELDING INC - TED OVERHOLT
Bend Office (541) 330 -9155
Geotechnical Office (503) 601 -8250
Carls a Eugene Office (541) 345 -0289
n Testing, Inc. Salem Office (_503) 589 -1252
Tigard Office (503) 684 -3460
Daily Report of Proprietary Anchors
Client: ROBERT TODD CONSTRUCTION - AMY ROLPH
Project: AARONS SALES & LEASING - EXTERIOR IMPROVEMENTS CTI Job #: T1001755.A
Address: 11745 SW PACIFIC HIGHWAY TIGARD OR Jurisdiction: TIGARD
CTI representative G. FLEMING OBOA 814
was on site this date Feb. 03, 2010 to perform Special Inspection for:
Permit 3UP2010 -00006
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of proprietary anchors inspected [to include grid
lines, elevations (floors) and drawing details]:
1. Checked in with superintendent or client representative.
OBSERVED PLACEMENT OF (56) 3/4" DIA CONCRETE
Name: JOE
SCREW ANCHORS, 6" EMBED TO SOUTH (E) FULLY
Company: TIMBERLAND FRAMING CONTRACTORS
p GROUTED CMU WALL PER 2/S5.0 "NEW BEAM TO (E)
MASONRY WALL."
2. Inspection was "IBC" ® Continuous ❑ Periodic
PROPRIETARY ANCHORS
Yes NoNiA
1. Reviewed previous inspection reports? ?>
2. Reviewed evaluation report? 7'
-- Verified- following- items- meet - manufacturer's - - - -- REPORT SUMMARY - - -
published installation instructions.
3. Verified minimum embedment depth of the I. Work inspected was: ® Completed ❑ In progress
anchors. x
4.Verified installation of the anchors. 2. Completed work inspected was in compliance with
X
5. Verified anchor diameter. ® Approved plans and specifications ❑ Shop drawings
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. ?.
9. Verified hole cleaning method. 3. Noncompliance item(s) were noted this date, details on
following page(s). Yes No L N/A
10. Verified adhesive application. X
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. y El Conform E Remain in progress
Evaluation report number & date: Report(s) findings were discussed and left with
ESR -1056 (01/01/08) JOE
of TIMBERLAND
Name of product being installed SIMPSON TI TEN HD
Batch Number N/A
Expiration Date
Based on the Code, approval is required from the Building Official before the SPECIAL INSPECTED items noted above can
be covered. Carlson Testing has no authority to direct work of contractors or subcontractors.
fl See additional report page(s). Distribute attachments. Page 1 of 1
Daily Report of Proprietary Anchors For: 02/03/2010
CTI Job #: T1001755.A
Project: AARONS SALES & LEASING - EXTERIOR IMPROVEMENTS
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced. except in fi
without prior authorization from this office. Under all circumstances. the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Reviewed By: Neil Shannon
Review Date: 02/15 /2010
GF /CK
ROBERT TODD CONSTRUCTION - AMY ROL ?H FAX /503 653 - 5729
TO: CITY OF TIGARD BUILDING DIVISION
PARKIN ENGINEERING INC - BRITT KILLIAN BRITT @JOHNWPARKIN.COM
PARKIN ENGINEERING INC - BRITT KILLIAN
ROBERT TODD CONSTRUCTION - AMY ROLPH
TIMBERLAND FRAMING CONTRACTORS - BRITT EGDORF BRETT @TIMBERLANDFRAMING.COM