Report JUL -18 -2008 FRI 12:40 PM CARLSON TESTING INC. FAX NO. 5036840954 P. 02/02
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Construction MaCerlals Testing & Inspection
Special Inspection
FINAL SUMMARY LETTER
July 18, 2008
T0806957
City of Tigard
13125 SW Hall Blvd
Tigard, OR 97223 -8199
Attn: Building Department
Re: Tigard High School Cafeteria — Glu Lam Replacement
9000 SW Durham Road — Tigard, OR
Permit No.: BUP2008 -00067
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
Post Tensioning Concrete
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.
If there are any further questions regarding this matter, please do not hesitate to contact this office,
Respectfully submitted,
CARLSON TESTING, INC.
Steven W. Leach
Project Manager
SWUrc
cc: Tigard — Tualatin School District #23J — Phil Wentz
City of Tigard Building Division Hap Watkins
Western Wood Structures Inc Steve Turner
R B Steel Fab Inc
a
• Main Office oalem Office Bend Office
P 0. Box 23814 4060 Hudson Ave, NE P O Box 7918
C tt��y� y � *• Inc igard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708
Cll ���ll ��� l 1��� 11. Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155
Fax (503) 684 -0954 Fax (503) 589 -1309 Fax (541) 330 -9163
Daily Report of Structural Steel
Client: TIGARD - TUALATIN SCHOOL DISTRICT #23J - PHIL WENTZ
Project: TIGARD HIGH SCHOOL CAFETERIA - GLU LAM REPLACEMENT CTI Job #: T0806957.
Address: 9000 SW DURHAM ROAD TIGARD OR Jurisdiction: TIGARD
CTI representative R. RYAN OBOA 808
was on site this date Apr. 17, 2008 to perform Special Inspection for:
Permit BUP2008 -00067
DFS #(s) PO Number: 77396 --
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:
VISUAL INSPECTION OF 1/4" FILLET WELDS ON CABLE
Company: RB STEEL
ANCHOR PLATES, PER SHOP DETAILS ON PART #'S:
2 Inspection was "IBC" ® Continuous Periodic CA3A /CA3B (8) , CA2A /CA2B (8) , CA3A /CA3B (8) .
3. Work performed: n In the field ® At fab shop ALL WELDS APPEAR TO COMPLY TO DETAILS.
RB STEEL
4 If shop inspection do they have fabrication and QC
procedures? IN Yes 0 No n 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 X
markings or other documentation
3 Verified weld filler materials conform X
4 Checked steel members to see they were fabricated and
erected in accordance with the workmanship and X -- --
tolerances required. - - -
5 Checked welded studs and structural connections were REPORT SUMMARY
installed as required. X
6 Verified high strength bolts and fasteners conform. X 1. Work inspected was: I x Completed 0 In progress
7 Verified the quality of v,elds produced by welders, 2 Completed work inspected was in compliance with
welding operators, and tackers conform. X
8 Verified steel frame joint details for bracing, stiffening,
X I Approved plans and specifications n Shop drawings
member locations, and application of joint details at each X RFI Design change n Submittal 0 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 TERRY SANDERS
following page(s) Yes [ X No n N/A
Certification #: C -9326 --- -
4. Noncompliance item(s) were reinspected this date, details
Yes No N/A on following page(s) El Yes No ® N/A
1. Verified the contractor's Welding Procedure n Conform n 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
employed during execution of the work. o f RB STEEL -
3 Verified the weldability of reinforcing steel Based on the Code, appioval a iequnred 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 duect work of contractors or subcontractors
n See additional report page(s). 0 Distribute attachments. Page 1 of 1
c I
Daily Report of Structural Steel For: 04/17/2008
CTI Job #: T0806957 .
Project: TIGARD HIGH SCHOOL CAFETERIA - GLU LAM REPLACEMENT
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
full, without prior authorization from this office.
If there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TES T ING, INC.
Reviewed By: Steven W Leach
Review Date: 04/22/2008
RR /KJ
TIGARD- TUALATIN SCHOOL DISTRICT #23J - PHIL WENTZ PWENTZ @TTSD.K12.OR.US
TO: CITY OF TIGARD BUILDING DIVISION - HAP WATKINS
WESTERN WOOD STRUCTURES INC - STEVE TURNER STEVET @WESTERNWOODPRODUCTS.COM