13010126 SI }
CONSOLIDATED ENGINEERING
L A B O R A T O R I E S
5/16/2014
RECEIVED
City of Cupertino
Building Inspection Department MAY 2 7 2014
10300 Torre Avenue
Cupertino, CA 95014 7 `
BY
RE: First Republic'Bank Cupertino Inspection Date: 08/09/13
10297 S. De Anza Blvd Location: Jobsite
Cupertino, CA 95014 Inspector: S. Kmitt
Report#: 0809Field
Permit# 13010126
CEL#: 1027796
STEEL AND WELDING FIELD INSPECTION REPORT
On the above date, our representative inspected the referenced project.
Please refer to the attached reports for details and locations of our testing and/or inspection services for
the above noted date.
Work inspected was in compliance with approved plans and specifications.
FESS
REVIEWING ENGINEER: GREG LeROY,R.C.E. G0.
m
CC: No.C73002 �
Robert Allazio(E) Robert Allazio(E)
First Republic Bank(E) Novo Construction(E) EV.12131114
RMJ Structural Engineers(E) CN
..
Enclosures(2) - OF CAIS
All reports are submitted as the confidential property of our clients.Publication of statements,conclusions,or extracts is reserved pending our written approval.
2001 Crow Canyon Road,Suite 100•San Ramon, CA 94583-5387•Tel.925 314-7100• FAX 925 855-7140
r
Form ID 17 Rev.0 DSA FILE#
DSA APPL#
CONSOLIDATED ENGINEERING LEA#
Page 1 Of 2 L A B O R A T O R 1 E 8
OSHPD#
STRUCTURAL STEEL-WELDING PERMIT/APPL# 13010126
Project Name: list Republic Bank
Testing/Inspection 2013-08-09
CEL Project#: 1027796 Date(s):
Project Location: 10297 S De Anza Blvd. Cupertino Contractor: Novo Construction
Drawing No.: Detail No.: Other:
Work at: r Shop FX_ Type of work: r Structural Steel
For shop inspections:
Shop Name: Reported to(Name): Ed Evans
Address: Company: Novo Construction
Material Identification Collected r Checked mill certificates Sampled:
Verified: r Welder qualification r,, Procedure qualification r Weld procedure specification
Visually inspected the: r In progress r Completed Welding performed by: 1 Qualified welders using:
r SMAW Filler Metal Type(s)E r SAW Filler Metal Type(s)E
r FCAW Filler Metal Type(s)E 7117-8 r GMAW Filler Metal Type(s)E
r OTHER: Filler Metal Type(s)E r Verified proper electrode storage.
Preheat temperature maintained ❑ at r Maintained per WPS requirements. r Maintained per AWS D1.1.
Weldments consisted of: rl Groove welds r Complete penetration r Partial penetration Flare-bevel
Fillet welds: rsingle-pass r7 multi-pass r Direct r' Indirect butt splice on reinforcing steel r Other
For: r Base plate r Gusset plate F7! Connection plate r Moment plate r Plate-to-plate splices r Stiffener plate r Reinforcing steel
F_ Brackets r Bent plate ❑ Beam to column connections rl Other: Tube Steel Storefront Header Framework
at: r Wide flange columns rl Wide flange beams r, Tube steel columns r' Tube steel beams r Beam to column r Girder to column
r Column to column splices r Diagonal brace to r Angle to
F_ Studs to r Chord bar splices r Embeds r Other:
Metal Deck/Studs Inspected on metal decking r Arc spot welds r Stitch welds r Shear studs r Button Punch
Report Summary Refer to the attached: C Field Inspection Record r Member Completion Record r Material Identification Record
Work inspected was: r Completed r In progress r Pending approval r W.I.P. punch list r Non-compliance report was left with contractor
r Items were reinspected and n Accepted r Remain in progress See the attached r Punch list r Non-compliance Item#
Issues/Problems? r No r Yes,describe below Notified: Company name:
Notes/Comments Reference to RFI#1
The Work:r WAS 17,WAS NOT INSPECTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE r DSA F OSHPD r CITY APPROVED DOCUMENTS
The Work Inspected: r;MET h DID NOT MEETTHE REQUIREMENTS OF THE CI DSA C OSHPD r CITY APPROVED DOCUMENTS
Material Sampling:f-WAS❑WAS NOT❑N/A PERFORMED IN ACCORD,NNCE WITH TH . DSA r OSHPD r CITY APPROVED DOCUMENTS
CC: Project Architect
Signature of Special Inspector: Date: 2013-08-09
Structural Engineer Print Name/Title: Stan Kmitt CWI
Project Inspector
D5A Regional Office AWS QC-1 #04020141
School District CERTIFICATION#:
Form ID 20 Rev.1 DSA FILE#
CIO
DSA APPL#
FIELD INSPECTION RECORD CONSOLIDATED ENGINEERING LEA#
L A 13 O R A T O R 1 E B
Page 2 of 2 OSHPD#
Project Name: 1st Republic Bank Testing/Inspection
2013-08-09 PERMIT/APPL# 13010126
CEL Project#: 1027796 Date(s):
Project Location: 10297 S De Anza Blvd. Cupertino Contractor: Novo Construction
Weld/connection Type Member/Joint TWue N.D.E.
CP-Complete Penetration Groove Weld HSB-High Strength SC Bolt PC-Plate to Column TA-Tube Steel to Angle PreC-Precast Connections VT-Visual
PP-Partial Penetration Groove Weld 5-Stitch Weld PB-Plate to Beam TB-Tube Steel to Beam TB-Tube Steel to Beam UT-Ultrasonic Testing
FB-Flare Bevel Groove Weld BG-Backgouge PP-Plate to Plate TS-Tube Steel to Tube Steel GS-Gusset Plate to Beam MT-Magnetic Particle Testing
FW-Fillet Weld BC-Beam to Column DD-Deck to Deck GC-Gusset to Column DT-Dye Penetrant Testing
AS-Arc Spot Weld CC-Column to Column DB-Deck to Beam GB-Gusset Plate to Beam RT-Radiographic Testing
SS-Steel Stud BB-Beam to Beam SD-Stud to Beam/Deck MSF/D-Metal Stud Framing/Drywall TT-Torque Testing
RLS-Rebar Lap Splice IRS-Indirect Rebar Splice DRS-Direct Rebar Splice
IX Field Inspection Note:Use separate line for each rejected weld.Upon reinspection,if weld is rejected,list weld as a new rejected weld.
1 st F W BC Line A Lines 2-3 V T Accept Comp Reference to RFI#1
TS Tube Steel Header Beam Reference to SK-6
For Storefront Glass
Notes/Comments Approved Welders from Summit Steelworks Corp.
The Work: r WAS 1— WAS NOT INSPECTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE r DSA r OSHPD r CITY APPROVED DOCUMENTS
The Work Inspected: r MET r DID NOT MEET THE REQUIREMENTS OF THE r DSA f— OSHPD r CITY APPROVED DOCUMENTS
CC: Project Architect Signature of Special Inspector: Date: 2013-08-09
Structural Engineer
Project Inspector Print Name/Title: Stan Kmitt CWl
DSA Regional Office
School District CERTIFICATION#: AWS QC-1 #04020141