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 OlTice
.4060 Hudson Ave.. NE
Salem, Oregon 97301
Phone (503) 589-1252
Fax (503) 589-1309
Bend OlTice
P.O. Box 7918
Bend. Oregon 97708
Phone (541) 330-9155
Fax (541) 330-9163
Daily Report of Structural Steel
. Client: SAFEWAY STORES INC - BRIAN NORTH
Project: SAFEWAY STORE #0311 REMODEL - SPRINGFIELD
Address: 5015 MAIN STREET - SPRINGFIELD, OR Jurisdiction:
cn representative B. PARRI SH OBOA 771
was on site this date Auo, 07, 2008 to perform Special Inspection for:
Permit COM2008-00459
x 1. Work inspected was: [i] Completed D In progress
2. Completed work inspected was in compliance with
W Appro.v'ed plans and specifications, 0 Sho'p drawings-
D RFI D Design change . D Submittal D N/A
Document #(s) S1. 0 Dated: 7-14-08
3. Noncompliance item(s) were noted this date, details on
following page(s). DYes D No [i] N/A
4. Noncompliance item(s) were reinspected this date, details
Yes No N/A on following page(s). DYes D No [i] N/A
X D Conform 0 Remain in progress
DFS #(s)
SCOPE OF INSPECTION
I. Checked in with superintendent, client or shop rep.
Name:
Company: BOOCO/IvlR STEEL
2. Inspection was "IBe" 0 Continuous [iJ Periodic
3. Work performed: [i] In the field D At fab shop
4. If shop inspection do they have fabrication and QC
procedures? DYes D No [i] 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
. 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
tolerances required.
15. Checked welded studs and structural connections were
installed as required.
16. Verified high strength bolts and fasteners conform.
/7. VerifIed the quality o.fwelds produced by welders,
welding operators, and tackers conform.
8. Verified stec.l fram. e joint details for bracing, stiffening,",
member locations, and application of joinl 'details at each X
connection are in compliance by random sampling.
I X I I
I
Ix
WELDER INFORMATION
Welders Name: DENNIS ROSE
Certification #: 86-327
1. Verified the contractor's Welding Procedure
Specifications are in confoffilancc with
A WS requirements.
2. Verified the essential variables outlined in the
Welding Procedure Specifications were
employed during execution of the work.
x
13. Verified the we\dability of reinforcing steel
other than ASTM A 706.
I I
X
X
X
X
cn Job #: .
SPRINGFIELD
SOROS4'12,
PO Number:
Location of steel inspection [to include grid lines, elevations
(floors) and drawing details):
1/4" FILLET WELDS ON FRAME FOR A NEW OPENING AT
STORE FRONT. WELDS HOLD HEADER TO 121' COLUMNS.
PROCESS IS SMAW E7018. ALL WELDS MEET.THE VISUAL
ACCEPTANCE CRITERIA PER AWS D1,1 TO THE BEST OF
MY KNOWLEDGE.
I
REPORT SUMMARY
Report(s) findings were discussed and left with
of Booeo / MR STEEL
D See additional report page(s).
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.
D Distribute attachments. Page
1 of ....---l..
Daily Report of Structural Steel
en Job #: S0805452.
For: 08/07/2008
Project: SAFEWAY STORE #0311 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, fNe.
Reviewed By: Steven Dugger
Review Date: 08/1 8/2008
BP!KK
SAFE WAY STORES INC - BRIAN NORTH
TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT
FROELICH CONSULTING ENGINEERS
BOOCO CONSTRUCTION INC