HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-02-19Main Office
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Tigard, Oregon 97281
Phone (503) 684-3460
Fax (503) 684-0954
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Salem, Oregon 97301
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Phone (541) 330-9155
Fax (541) 330-9163
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Carlson Testing, Inc.
Daily Report of Structural Steel
Client:KAISER STEEL BUILDINGS
Project: i{ooDCRAFrqBq JOB #1513
Jurisdiction:
CTI Job #:
SPRINGFIELD
s0704513
CTI representative S. DqqGEB oBoA 523
wasonsitethisdate !'eb: 191 2007 to perform Special Inspection for:
Pernlt coM2005-00309
DFS #(s)PO Number:
SCOPE OF INSPECTION
1. Checked in with superintendent, client or shop rep.
Name AKIM
Company:KAISER STEEL
2. Inspection was "IBC" n Continuous I x I Periodic
3. Work performed: f] ,n the field El o, fab shop
KAISER STEEL
4. If shop inspection do they have a fabrication and QC
procedures?tr Yes No N/A
INSPECTION
Yes NoN/A
WELDER INF'ORMATION
Welders Name: ,lllvIES sl{EENY
Certification #: ur9t2q2
PIECES (8)(5) COLi]MN SECT]ONS,
-(
2) TUBE STEEL POSTS, (1) WIDE FLANGE POST. THE
REPORT SUMMARY
L Work inspected was: Jil Completed f] ,n progress
2. Completed work inspected was in compliance with
Approved plans and specifications I Strop drawings
RFI f] Design change Submittal N/A
Document #(s)SEE NOTES Dated:SEE NOTES
3. Noncompliance item(s) were noted this date, details on
following page(s). f] ves E *"NiA
4. Noncompliance item(s) were reinspected this date, details
PROCESS USED IdAS SMAW USING E7018 ELECTRODES
TEE Cq{lI,ElEq wElps MEEr rHE CRTTERTA FOR VTSUAL
ACCEPTANCE PER AWS D1.1 _ NO EXCEPTIONS TAKEN
ALL REPAIRS WERE MADE AT THE TIME oF INSPECTION
Yes No N/A on following page(s). I Ves x No N/A
Conform f-l Remain in progress
Report(s) findings were discussed and left with
of
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 olcontractors or subcontractors.
Page 1 of 1
l. Reviewed previous inspection reports?X
2. Verified steel materials are in compliance by
random samples of the mill test reports, steel
markings or other documentation.
revlewrng
ID X
3. Verified weld filler materials conform.x
4. Checked steel members to see they were fabricated and
erected in accordance with the workmanship and
tolerances required.
x
5. Checked welded studs and structural connections were
installed as required.x
6. Verified high strength bolts and fasteners conform.x
7. Verified the quality of welds produced by welders,
welding operators, and tackers conform.x
8. Verified steel frame joint details for bracing, stiffening,
member locations, and application ofjoint details at each
connection are in compliance by random sampling.
x
Verified the contractor's Welding Procedure
Specifications are in conformance with
AWS requirements.
x
2. Verified the essential variables outlined in the
Welding Procedure Specifi cations were
employed during execution of the work.x
3. Verified the weldability of reinforcing steel
othcr than ASTM A706 x
I See additional report page(s) [Distribute attachments
Address: q2_q lr 1tII_i_ aa _-_ SPBINGETEL!. qR
Location of steel inspection [to include grid lines, elevations
(floors) and drawing detailsl:
ryqPEClEp lrryqlE r4ls Frrrl,Ers FoR rHE FoLLOWTNG
tr
Daily Report of Structural Steel
cTI Job #: s0704513.
For: 02/te/2oo7
Project:WOODCRAFTERS _ JOB #1513
Notes:
DOCT]MENT #I513.5O/92/96 DATED OCTOBER 5, 2006, SEPTEMBER 25, 2006 AND oCToBER 3, 2OO5
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,
,INC.
Project Manager
SLD/LND
. KA]SER STEEL BUTLDINGS
CITY OF SPRINGFIELD . BUILDING DEPARTMENT
ANG ENGINEERING GROUP - MR JOK ANG PE
CC
RON SKAGGS