HomeMy WebLinkAboutPermit Building 2008-8-7
Carlson Testing, Inc.
Main Office
P.O. Box 23814
Tigard, Oregon 97281
Phone (503) 684-3460
Fax (503) 684-0954
Salem Office
4060 Hudson Ave.. NE
Salem, Oregon 97301
Phone (503) 589-1252
Fax (503) 589-1309
Bend Office
P.O. Box 7918
Bend..Oregon 97708
Phone (541) 330-9]55
Fax (541) 330-9163
Daily Report of Structural Steel
Client: SAFEWAY STORES INC - PHIL JUTTELSTAD
Project: SAFEWAY STORE #1094 REMODEL - SPRINGFIELD
Address: 1891 PIONEER PKWY E - SPRINGFIELD, OR
CTI representative B. PARRISH OBOA 77.1
was on site this date AUQ, 07. 2008
Permit COM2008-00471
DFS #(s)
Jurisdiction:
cn Job #:
SPRINGFIELD
50805400.
to perform Special Inspection for:
SCOPE OF INSPECTION
I. Checked in with superintendent, client or shop rep.
Name: RANDY
Company: JAMES E JOHN CONSTRUCTION
2.)nspection was "IBCtl WContinuous D Periodic
3. Work performed: GJ In the field 0 At fabshop
4. If shop inspection do they have fabrication and QC
procedures? 0 Yes 0 No GJ N/A
PO Number:
108018
Location of steel inspection [to include grid lines, elevations
(floors) and drawing details]:
VISUAL INSPECTION OF 3/16" FLARE BEVEL WELDS AND
1/4" FILLET WELDS. PROCESS IS FCAW E71T-8 INNER
SHIELD, TUBE STEEL WELDED TO TUBE STEEL AT STORE
FRONT AT OR NEAR F-G/2-3. THE FLARE BEVEL WELDS
REOUIRE CONTINUOUS INSPECTION PER THE IBC'06
CHAPTER 17 SECTION 17.02 PAGE 327. ALL WELDING
PERFORMED PRIOR TO CTI'S ARRIVAL. THESE FLARE
,BEVELS ARE THUS NON-COMPLIANT AND PENDING
ENGINEER I S WRITTEN CONCENT TO WAIVE THE CONTIUOUS" ,.
SPECIAL INSPECTION REOUIREMENTS FOR THESE WELDS.
ALL WELDS MEET VISUAL ACCEPTANCE CRITERIA SET
Yes NoN/A
FORTH BY AWS 01.1 TABLE 5.4 TO THE BEST OF THIS
X I INSPECTOR'S KNOWLEDGE.
X 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.
o Distribute attachments. Page _of_
INSPECTION
1. Reviewed previous inspection reports'!
2. Verified steel materials are in compliance by "reviewing
random samples of the mill test reports, steellD
markings or other documentation. .
,13. Verified weld iillermaterials conform.
4. Checked steel members to see thev were fabricated and
erected in accordance with the workmanship and
tolerances required.
Is, Checked \velded studs and structural connections were
installed as required.
16. Verified high strength bolts and fasteners conform.
7. Verified the quality of welds produced by welders,
welding operators, and tackers conform.
8. Verified steel frame joint details for bracing, stiffening, I
member locations, and application of joint details at each X
connection are in compliance by random sampling.'
X
X
X
I X I I
I I I X
I X I I
WELDER INFORMATION
Welders Name: TED OVERHOLT
Certification #: 116330
Yes No N/A
II. Verified the contractor's Welding Procedure
Specifications are in confonnance with
A WS requirements.
2. Verified the essential variables outlined in the
Welding Procedure Specifications were
employed during execution of the work...
X
X
, 3
Verified the weldahiJity of reinforcing steel
other than ASTM A 706.
o See additional report page(s).
REPORT SUMMARY
L Work inspected was:
GJ Completed
D In progress
2. Completed work inspected was not in compliance with
GJ Approved plans and specifications 0 Shop drawings
o RFJ D Design change 0 Submittal 0 NIA
Document #(s) S1. 1 Dated: 3-31-08
3. Noncompliance item(s) were noted this date, details on
following page(s). GJ Yes 0 No 0 N/A
4. Noncompliance item(s) were reinspected this date, detai]s'
on following page(s). 0 Yes 0 No GJ N/A
o Conform p Remain in progress
Report(s) findings were discussed and left with
RANDY
of _ JAMES E JOHN CONSTRUCTION
Daily Report of Structural Steel
en Job #: S0805400.
Fo~ . 08/07/2008
Project: SAFEWAY STORE #1094 REMODEL - SPRINGFIELD
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 TESTING, 1Ne.
Reviewed By: Steven Dugger
Review Date: 08/18/2008
BP/LS
SAFEWAY STORES INC - PHIL JUTTELSTAD
TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT
ASSOCIATED CONSULTANTS INC - MANOUCH YAGANEH
BENNER STANGE ASSOCIATES - JIM PARK
JAMES E JOHN CONSTRUCTION CO INC - KRIS.SIMENSEN
FAX/503-657-6496
FAX/503-384-0459
FAX/503-670-0235
FAX/360-696-9723
Aug 19,2008
80805400.
Project Name:
Project Address:
Permit No:
P.O. No:
Item # Insp.
1 BP
Carlson Testing, Inc.
Incomphited Items List (NCL)
SAFEWAY STORE #1094
1891 PIONEER PKWY E
COM2008-00471
108018
REMODEL -. SPRINGFIELD
- SPRINGFIELD, OR
"
Date
Item Descril)tion
08/07/2008 STORE FRONT F-G/2-3 FLARE BEVEL WELDS FOR TUBE
STEEL TO TUBE STEEL WELDING WAS PERFORMED WITHOUT
CONTINUOUS SPECIAL INSPECTIONS AS REQUIRED BY
UNIFORM BUILDING CODE. ENGINEER'S WRITTEN
CONCENT TO WAIVE CONTINUOUS SPECIAL INSPECTION
REQUIREMENTS FOR THESE WELDS IS REQUIRED.
SAFEWAY STORES INC - PHIL JUTTELSTAD.
TO:CITY OF 'SPRINGFIELD BUILDING DEPARTMENT
ASSOCIATED CONSULTANTS INC - MANOUCH YAGANEH
BENNER STANGE ASSOCIATES - JIM PARK
JAMES E JOHN CONSTRUCTION CO INC - KRIS SIMENSEN
Compliance
Project Manager:
B. LEACH
CTI Sign-Off
Date
Corrected
Page: I