HomeMy WebLinkAbout3901; FIRE STATION 6; SHOP STRUCTURAL STEEL AND WELDING FABRICATION REPORT; 2007-11-16Shop Structural Steel and Welding Fabrication Report.
This is a list of the Members currently being fabricated to date:
Piece mark numbers.
None of the members are complete @ this time; all items are still being worked on or being welded
this date.
101A, biB.
> 102A,,B
103A, B.
> IOOA,B,C
> 1 Each 106A
> 5 Each 106B
> I Each 106C
2
DUDEK
ielld Structural Steel and Welding Inspection Report.
TYPE OF WORK LxJ INSPECTOR LJTECHNICIAN AVAILABLE: SOILREPORT (Y) (N) SPECS (Y) (N)
Structural Steel, Welding & Shop Fabrications APPROVED PLANS (") (N) APPROVED SHOP DRAWINGS ('fl (N)
ARCHITECT WEEK ENDING: PROJECT NO:
WLC Friday, November 16, 2007 5225
ENGINEER REPORT NO. PG. OF
K.B Leung And Associates, Inc. 101507
CONTRACTOR PLAN FILE NO: PERMIT NO:
Edge Development, Inc. CB062002
SUB-CONTRACTOR PROJECT NAME:
Whites Steel Inc. Carlsbad Fire Station #6
INSPECTION ADDRESS ADDRESS OF PROJECT;
45534 Towne Street Indio Ca. 92201. 7201 Rancho Santa Fe Road, Carlsbad Ca. 92008
MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS:
HSS, Wide flange beams and Steel angle, Tube steel.
Weldors of record: Cesar Melchor, Luis Camacho, Ishmael Ayala, Juan Estrada.
Welding of columns, Horizontal members.
> Checked fit-up.
Checked root opening.
> Checked interpass cleaning.
No preheat needed ambient temperature only due to the thickness of the tube steel.
Building frames on this date, the columns indentifies frames and locations:
> Frame 103A and 102B.
> Frame 100B and 100A.
> Frame 101B and 101A.
Canyon Testing completed all the ultra sonic testing in the shop conditions on this date.
All the frames that were tested pass ok with no rejects.
The report from canyon tested will be forward to the Dudek office San Marcos.
The structural steel fabrication is complete on this date to the best of my knowledge, only stairs and misc. items, periodic
inspections needed from this point forward.
Whites Steel will contact me when stairs are ready to be welded prior to galvanizing.
Weld Processes:
). SMAWE7O1B.
> FCAWNR232.
> Welding of single pass fillet welds.
) Full Penetration welding
All work and welding Appears to be being done visually acceptable per AWS D1.1, AISC to the best of my
knowledge.
SITE TIME START: 0530 SITE TIME FINISH: Project Inspector:
LUNCH PERIOD: .5 Time on site: 8.5 Hours — VERIFIED BY:____________________________
I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS
WORK COMPLIES WITH THE STRCUTRUAL, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND
APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT.
Thursday, November 15, 2007
CWI Stamp Date of Report
Signature
- David W Goins
DAVID W. OOlS
CWI 04060471
QC1 f ft. 6/!/t
SD City 937/ CWI 04060471/ICC 5214617-85
DUDEK
ield Structural Steel and Welding Inspection Report.
TYPE OF WORK J INSPECTOR LJTECHNICIAN AVAILABLE: SOIL REPORT (fl (N) SPECS (Y) (N)
Structural Steel, Welding & Shop Fabrications APPROVED PLANS (Y) (N) APPROVED SHOP DRAWINGS (Y) (N)
ARCHITECT WEEK ENDING: PROJECT NO:
WLC . Friday, November 16, 2007 5225
ENGINEER REPORT NO. PG. OF
K.B Leung And Associates, Inc. 101507
CONTRACTOR PLAN FILE NO: PERMIT NO:
Edge Development, Inc. CB062002
SUB-CONTRACTOR PROJECT NAME:
Whites Steel Inc. Carlsbad Fire Station #6
INSPECTION ADDRESS ADDRESS OF PROJECT;
45534 Towne Street Indio Ca. 92201. 7201 Rancho Santa Fe Road, Carlsbad Ca. 92008
MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS:
HSS, Wide flange beams and Steel angle, Tube steel.
Weldors of record: Cesar Melchor, Luis Camacho, Ishmael Ayala, Juan Estrada.
Welding of columns, Horizontal members.
> Checked fit-up.
> Checked root opening.
> Checked interpass cleaning.
No preheat needed ambient temperature only due to the thickness of the tube steel.
> Checked cover passes on some of the finished welds, they appear to be acceptable.
Building frames on this date, the columns indentifies frames and locations:
> Frame 103A and 102B.
Frame 100B and 100A.
> Frame 101B and 101A.
Weld Processes:
> SMAWE7O18.
> FCAWNR232.
Welding of single pass fillet welds.
> Full Penetration welding
Loading of the first truck for shipping to site started this morning.
I did talk to Canyon Testing @ 07:45 about UT on Thursday, November 15, 2007, Canyon Testing is working on moving
up the date one day sooner, they told me that will back later in the day to confirm.
All work and welding Appears to be being done visually acceptable per AWS D1.1, AISC to the best of my
knowledge.
SITE TIME START: 0530 SITE TIME FINISH: Project Inspector:
LUNCH PERIOD: .5 Time on site: 8.5 Hours
- VERIFIED BY:____________________________
I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS
WORK COMPLIES WITH THE STRCUTRUAL, AND / OR THE APPROVED PLANS, SPECIFICATIONS AND
APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT.
David W Goins
Wednesday, November 14, 2007
CWI Stamp Date of Report
SD City 937/ CWI 04060471/ [CC 5214617-85
O DAVID W. GOINS
CWI 04060471
QCI [XP. 6/01/10
DUDEK
ield Structural Steel and Welding Inspection Report.
TYPE OF WORK INSPECTOR LJTECHNICIAN AVAILABLE: SOIL REPORT (Y) (N) SPECS (Y) (N)
Structural Steel, Welding & Shop Fabrications APPROVED PLANS (Y) (N) APPROVED SHOP DRAWINGS m (N)
ARCHITECT WEEK ENDING: PROJECT NO:
WLC Friday, November 16, 2007 5225
ENGINEER REPORT NO. PG. OF K.B Leung And Associates, Inc. 101507
CONTRACTOR PLAN FILE NO: PERMIT NO:
Edge Development, Inc.
CB062002
SUB-CONTRACTOR PROJECT NAME:
Whites Steel Inc. Carlsbad Fire Station #6
INSPECTION ADDRESS ADDRESS OF PROJECT;
45534 Towne Street Indio Ca. 92201. 1 7201 Rancho Santa Fe Road, Carlsbad Ca. 92008
MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS:
HSS, Wide flange beams and Steel angle, Tube steel.
Weldors of record: Cesar Melchor, Luis Camacho, Ishmael Ayala, Juan Estrada.
Welding of columns, Horizontal members.
Checked fit-up.
> Checked root opening.
Checked interpass cleaning.
No preheat needed ambient temperature only due to the thickness of the tube steel.
> Checked cover passes on some of the finished welds, they appear to be acceptable.
Building frames on this date, the columns indentifies frames and locations:
Frame 103A and 102B.
> Frame 100B and bOA.
> Frame 101B and 101A.
Weld Processes:
) SMAWE7O18.
) FCAWNR232.
) Welding of single pass fillet welds.
) Full Penetration welding
Whites Steel is requesting Ultra Sonic testing on Friday, November 16, 2007, @ 06:00 for the frames and column 105A.
Fabrication of the stairs is tentative to start Wednesday, November 14, 2007.
I did receive WPS's for the field welding and Weldors going to be welding on the project, the certifications appear to be
current and up-to date.
I told the shop foreman that no slugging of the weld joint is acceptable, slugging is a term that is used to fill larger welded
joint than aloud.
Only sharpie V notch filler material is allowed, no other foreign filler is acceptable per AWS D1.1 Section 5.0 on filler
metals that are acceptable.
I did call Canyon Testing @ 07:45 about UT on Friday, November 16, 2007, I left message to have Canyon Testing call
me back ASAP.
All work and welding Appears to be being done visually acceptable per AWS 01.1, AISC to the best of my
knowiledge.
SITE TIME START: 0530 SITE TIME FINISH: Project Inspector:
LUNCH PERIOD: .5 Time on site: 8.5 Hours VERIFIED BY
I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS
WORK COMPLIES WITH THE STRCUTRUAL, AND /OR THE APPROVED PLANS, SPECIFICATIONS AND
PPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT.
Tuesday, November 13, 2007
Signature
CWI Stamp Date of Report
David W Goins DAVID W. GOINS SD City 937/ CWI 04060471/ICC 5214617-85
CWI 04060471
OC1 EXP. 6/01/10