HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-6-18
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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) 330.9155
Fax (541) 330-9163
Daily Report of Structural Steel
Client: ENTRE PRISES USA - BLAKE HAUKINS
Projeet: SPRINGFIELD REGION SPORT CENTER cn Job #: S0704846.
Address: 200 S 32ND SPRINGFIELD OR Jurisdietion: SPRINGFIELD
CTI representative L. WESTPHAL, JR. OBOA 782
was on site this date Jun. 18, 2007 to perform Special Inspection for:
Permit--~2 0 0.7.::00415:
DFS #(s)
SCOPE OF INSPECTION
I. Checked in with superintendent, client or shop rep.
Name: JIM MARSHALL
Company: ENTRE PRISES USA
2. Inspection was "IBC" 0 Continuous [lJ Periodic
3. Work performed: GJ In the field D At fab shop
4. If shop inspection do they have a fabrication and QC
procedures? DYes D No GJ N/A
PO Number:
Location of steel inspection [to include grid lines, elevations
( floors) and drawing details]:
CTI REPRRSRNTATIVE ON STTE THIS DATE TO PERFORM
PERIODIC VISUAL INSPECTION OF SINGLE PASS FILLET
WELDS AND THE FOLLOWING WAS NOTED,
- WELDER NOT ON SITE TO REVIEW PAPERWORK. WELDER
CERTIFICATION CARDS WERE FAXED TO CTI. MATERIAL
CERTIFICATIONS & WPS ARE STILL REOUIRED, NCL #1.
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. '.' :F:, INSPECTION,
THE WELDS ON THE NORTH CENTER CONNECTION WERE
IMPROPERLY FIT WITH A 1/4 FLARE BEVEL WELD NOT
Yes,NoN/A PER,~~~ DET:iI~., T1iE SO~:~~~ C~N:~~ SUPPORT WELDS
, X 'I WER~, 3/16 &' DETAILS 'SPECIFY 1/4', NCL #2,
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11. Reviewed-pteviou-sinspection reports? .
2. ~eriv.e~,~fc'el"f!1aterials ar_e .in~i:>t1ip'1j?~~c~:by reviewing:
randomsamplesof.the mill-test reports..steellD~-~" .' .
markings or other documentation.
3. Verified weld filler materials conform.
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4. Checked steel members to see they ~ere fabricated and
erected in accordance with the workmanship and
tolerances required.
5. Checked welded studs and structural connections were
installed as required.
6. Verified high strength bolts and fasteners conform.
7. Verified the quality of welds produced by welders,'
welding operators, and ta.c~ers conform.
8. Verified steel frame joint detaiJs for br,!ciIig, stiffening,
member locations, and application of joint details at each X
connection arc in compliance by random sampling.
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WELDER INFORMATION
Welders Name: JOHN FITZPATRICK
Certification #: B1238. CTI & B1369. CTI..
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Yes No N/A
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, I. YeE\Iied th$, contractor's Weld)ng ,P,oc,edure, ':.",,'
.Specrficatlons are.m.conforman~e'wlth-- ... -... :-
~:A\ySreq~!!ef!1~riJs:"; '-',~' .:----::,
2. Verified the essential variables outlined in the
Welding Procedure S'pecificationswere '-,
employed during execution of the work.
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3. Verified the weldability of reinforcing steel
other than ASTM A 706.
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D See additional report page(s).
o Distribute attachments.
X
-WELDS FOR THE END SUPPORTS EAST.& WEST WERE
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ACCEPTABLE PER AWS Dl.ISECTION 6 TABLE 6.1 AND
1 APPROVED DRAWINGS. ' '
REPORT SUMMARY
I. Work inspected was: GJ Completed D In progress
2. Completed work inspected was not in compli~nce with.
@ Approved phins',md specifications D"Shop d;awings
D RFI 0 Design change D S~bffiitt"l' D N/A'
Document #(s) PLANS Dated: 03/16/2007
3. Noncompliance item(s) were noted tliis date, details on
foJJowingpage(s). GJ Yes 0 No D .N/A
. 4: Noncompliance.item(s) were reinspected this date, d,tails
'::p.n,~ollO'Ni:ng page.(s),: ;,,0 '.Vs ,O~,~~.~-,G:l N/A
.'~ 0 Conform' 0 Remain'in.progress'- . ...
- ,.- . - . -. .. -- -., ".-.' ---
... ,. .. > '. .
Repori(s) findings .weiedis~iisse(J~nd left.~ith ','
JIM MARSHALL '
of ENTRE PRISES
Based on the Code, approval is required from the Building Official before the
SPECIAL INSPECTED items noted above call be covered. Carlson Testing
has no authQrity 10 direct work ofcontraclors or subcontractors.
Page _of _
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Daily Report of Structural Steel
en Job #: S0704846.
Project: SPRINGFIELD REG!O/!,_SPol<:r, CENTER.
For: 06/18/2067
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Notes:
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In some cases \nore than one box may be checked for a given item on the' fr6nt page.
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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 malter, please do not hesitate to contact this office,
Respectfully submitted,
CA:t:lN 7JTING' INC.
{'t!f:;!gger ~
Project Manager
LLW/LS
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CC, ENr~~ PRISES USA - BLAKE HAUKINS
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CITY~OFSPRINGFIELD - BUILDING DEPARTMENT
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'" 541-388-3248"
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Iun 20, 2007
80704846,
Project Name:
Project Address:
Pemnt No:
P.O, No:
Item # Insp.
Carlson Testing, Inc.
Incompleted Items List (NCL)
SPRINGFIELD
200 S 32ND
2007-00415
1 LLW 06/18/2007
Date
REGION SPORT CENTER
SPRINGFIELD OR
-<;
Item Description
PREQUALIFIED WELD PROCEDURE AND MATERIAL
CERTIFICATIONS'NOT AVAILABLE ON SITE. CONTRACTOR
TO FAX TO CTI'S SALEM OFFICE FOR REVIEW.
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2 LLW 06/18/2007 NORTH CENTER CONNECTIONS & SOUTH CENTER SUPPORTS
NOT PER APPROVED DETAILS. ENGINEER OF'RECORD'S
WRITTEN ACCEPTANCE FOR "AS-BUILT" CONDITION OR
FIX REQUIRED.
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CC:ENTRE PRISES USA"- BLAKE HAUKINS
CITY OF SPRINGFIELD - BUILDING DEPARTMENT
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Compliance
Project Manager:
B. LEACH
cn Sign-Off
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Date
Corrected
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Page: 1
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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 9730 I
Phone (503) 589.1252
Fax (503) 589-1309
Bend Office
P.O. Box 7918
Bend, Oregon 97708
Phone (541) 330-9155
Fax (541) 330-9163
Daily Report of Proprietary Anchors
Client: ENTRE PRISES USA - BLAKE HAUKINS
Project: SPRINGFIELD REGION SPORT CENTER
Address: 200 S 32ND SPRINGFIELD OR Jurisdiction:
CTI representative L. WESTPHAL, JR. OBOA 782
was on site this date Jun, 18, 2007 to perform Special Inspection for:
Pennit 2007-00415
DFS#(s)
SCOPE OF INSPECTION
I. Checked in with superintendent or client representative,
Name: JIM MARSHALL
Company: ENTRE PRISES USA
2. Inspection was "IBe" GJ Continuous D Periodic
3.,Work performed: GJ In the field D At precast shop
4. If shop inspection do they have fabrication and QC
procedures? DYes D No GJ N/A
PROPRIETARY ANCHORS
Yes No N/A
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II. Reviewed previous inspection reports?
2. Reviewed evaluation report?
3. Verified manufacturer's anchor use confomls
to acceptance criteria in report summary.
Verified following items meet manufacturer's
published installation instructions,
14, Veritied nunimum embedment depth of the
anchors.
15.Verified installation of the anchors.
16. Verified anchor diameter.
7. Verified steel grade.
18. Verified hole diameter.
19. Verified type of drill bit used.
10. Verified cleanliness of hole and anchor.
11. Verified adhesive application.
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Evaluation report number NOT ON SITE, NCL #3
Name of product being installed SIMPSON SET 22
Batch Number 30952
Expiration Date 06/2008
30952
06/2008
30952
.92./2008
cn Job #: S0704846.
SPRINGFIELD
PO Number:
Location of proprietary anchors inspected [to include grid
lines, elevations (floors) and drawing details]:
ANCHORS FOR ROCKWALL 1/2 DIAMETER, HOLES DRILLED
AT 9/16 DIAMETER. SPECIFICATIONS CALL FOR 5/8.
CONTRACTOR lmABLE TO ACHEIVE DUE TO STEEL
BASEPLATE, NCL #4. HOLES WERE BRUSHED AND BLOWN
CLEAN. ANCHORS INSTALLED WITH SPECIFIED EPOXY.
REPORT SUMMARY
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I. Work inspected was: GJ Completed 0 In progress
2. Completed work inspected was not in compliance with
. GJ Approved plans and specifications 0 Shop drawings
o RFI 0 Designchange 0 Submittal 0 N/A
Document #(s) PLANS
Dated: 3/16/2007
3. Noncompliance item(s) were noted this date, details on
following page(s). [J Yes 0 No 0 N/A
4. Noncompliance item(s) were reinSpected this .date, details.
on following page(s), 0 Yes. 0 No [J N/A
D Conform D Remain in progress
Report(s) finding's were discussed and left with
.JIM MARSHALL
of ENTRE PRISES USA
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 See additional report page(s).
o Distribute attachments.
Page _of_
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Daily Repprt of Proprietary AncM'rs
eTI Job:#:so704e46,
For,' 06/18/2'007
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Project: . SPRINGFIELD'REGION 'SPORT CENTER I
Notes:
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In some cases more than one box may be checked for a given item on the front page,
Our reports pertain to the material te'stedlinspected only. Information c~mtained herein is not to be reproduced, except in'
. full, withollt prior authorization from this office. , .
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If there are any further questions regarding this matter, please do not hesitate to contact this office,
Respectfully submitted,
;?J1X;;:C
Steven Dugger ~
Project Manager
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LLW/LS
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cc, ENTRE PRISES USA - BLAKE HAUKINS
CITY OF SPRINGFIELD - BUILDING DEPARTMENT
541-388-3248
Jun 20, 2007
80704846.
Carlson Testing, Inc.
Incompleted Items List (NCL)
Project Name:
Project Address:
Permit No:
P.O. No:
SPRINGFIELD REGION SPORT CENTER
200 S 32ND SPRINGFIELD OR
2007-00415
Item # Insp.
Date
. Item Description
1 LLW 06/18/2007 PREQUALIFIED WELD PROCEDURE AND MATERIAL
CERTIFICATIONS NOT AVAILABLE ON SITE. CONTRACTOR
TO FAX TO CTI'S SALEM OFFICE FOR REVIEW.
2 LLW 06/18/2007 NORTH CENTER CONNECTIONS & SOUTH CENTER SUPPORTS
NOT,_ PER APPROVED DETAILS. ENGINEER OF RECORD'S
WRITTEN ACCEPTANCE FOR liAS-BUILTH CONDITION OR
FIX REQUIRED.
3 LLW 06/18/2007 ICC/ICBO REPORT NOT ON SITE FOR INSTALLATION OF
ANCHORS FOR ROCKWALL. 'SIMPSON STRONG TIE SET 22
WAS USED. REPORT TO BE FAXED TO CTT'S SALEM
OFFICE FOR ,REVIEW.
4 LLW 06/18/2007 1/2 ANCHORS AT ROCKWALL NOT DRILLED AT PROPER
DIAMETER DUE TO STEEL BASE PLATES. 9/16 ACHEIVED
AND 5/8 WAS SPECIFIED. ENGINEER OF RECORD'S
WRITTEN APPROVAL FOR "AS-BUILTu CONDITION OR FIX
REQUIRED.
CC:ENTRE PRISES USA - BLAKE HAUKINS
CITY OF SPRINGFIELD - BUILDING DEPARTMENT
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C.ompliance
Project Manager:
B. LEACH
cn Sign-Off
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Date.
Corrected
Page: 1