HomeMy WebLinkAboutB14-0220 Special Inspection reports.pdfFINAL REPORT OF SPECIAL INSPECTIONS
Project:Permit Number:
Project Location:
Owner ____________________________________________________________________________
Address City:Zip:
Design Professional In Charge:
Address:
City:State:Zip:Phone:
Fax:E-mail:
To the best of my information, knowledge, and belief, the special inspections and/or testing required for
this project, have been completed in accordance with the contract documents.
Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be
considered an integral part of this final report. Any discrepancies that were noted in all interim reports
have been corrected.
Prepared by:
Type or Print Name
Signature
Date
Preparer’s Seal and Signature Required
-12-
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Special Inspections Agency
GROUND Engineering Consultants, Inc.
PO Box 464
Gypsum CO 81637 (970)524-0720
(970) 524-0721
Carl Henderson, P.E.
chris.hutto@groundeng.com
carl.henderson@groundeng.com
10-14-2015
Harman Residence
B14-0220
4284 Columbine Drive, Vail CO 81657
Jeremy Harman
6733 Vanderbilt Ave Dallas, TX 75214
***please see reports 15-6516.cwi.151014.all***
Client:
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
4284 Columbine Drive - Weld Inspections
Mr. Clinton Amundson
Vail Custom Builders
PO Box 2809
Edwards, CO 81632
Date: Location: Job Number:
Yes No
Outstanding Discrepancies Reported this Date?
No. of Pages Attached:
Field Representative:
Structural Steel Cover Report
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
March 31, 2015 Site 15-6516
As directed by Bobby Henderson with Vail Custom Builders, GROUND inspected the following:
1) Inspected welded connection of HSS column cap plate to bottom of W14x120 near grid C.7/5.2 of the upper framing. This connection
was bolted per detail 2/S4, however; as informed the bolts would obstruct the finish of the dry wall. This connection is now welded on two
sides with a butt weld and 3/16" fillet and the holes filled with weld. This will need the Engineer of Record approval. Pictures are attached to
the second page of this report and is added as discrepancy item #1. The welds are found visually in compliance with AWS D1.1-10 clause 6
table 6.1, however, until the required documents are received as requested in below item #2, this connection are non-compliant.
2) GROUND is requesting Welding procedure specification (WPS), Welder Qualification Test Record (WQTR) for AWS D1.1 and continuity
logs if WQTR's are not qualified within the last 6 months from AG Welding. This will be added as Discrepancy item #2.
3) It was brought to the attention of Bobby with VCB, as requested from the Town of Vail (TOV), RFI's and project plans need to be
approved by the TOV prior to GROUND signing off on the projects work or open discrepancies.
Bobby was informed of these inspections and E-mailed a copy of todays field report with the current discrepancy list.
1
Josh Bash
Client:
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
4284 Columbine Drive - Weld Inspections
Mr. Clinton Amundson
Vail Custom Builders
PO Box 2809
Edwards, CO 81632
Date: Location: Job Number:
Additional Comments or Photos:
Comments
Plate welded to bottom of
W14x120, this side 3/16"
fillet
Plate welded to
bottom of
W14x120, this
side butt welded
March 31, 2015 Site 15-6516
Client:
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
4284 Columbine Drive - Weld Inspections
Mr. Clinton Amundson
Vail Custom Builders
PO Box 2809
Edwards, CO 81632
Date: Location: Job Number:
Yes No
Outstanding Discrepancies Reported this Date?
No. of Pages Attached:
Field Representative:
Structural Steel Cover Report
As scheduled, a representative arrived to perform special inspection services. The following is a summary of
services provided on this date.
April 9, 2015 Site 15-6516
As directed by Bobby Henderson with Vail Custom Builders, GROUND inspected the following:
1) Inspected welded connection of W4x13 welded to the bottom of the W12x16 beam. This connection was found in compliance with
revised detail SK2 dated 4/2/15; however, this will be discrepancy item #3 for approval from the Town of Vail. The welds are found visually in
compliance with AWS D1.1-10 clause 6 table 6.1.
2) GROUND has received and reviewed Welding procedure specification (WPS), Welder Qualification Test Record (WQTR) for AWS D1.1
and continuity logs from AG Welding. Discrepancy item #2 is closed on this date.
Bobby was informed of these inspections and E-mailed a copy of todays field report with the updated discrepancy list.
0
Josh Bash
Client:
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
4284 Columbine Drive - Weld Inspections
Mr. Clinton Amundson
Vail Custom Builders
PO Box 2809
Edwards, CO 81632
DateField/Fab. Shop?
Fabrication Shop:
Job Name:Job Name
Job Number:Job Number
General Contractor:Rep Notified
Outstanding Structural Steel Discrepancy Log
Date
Reported
Item
Number
CWI
initials Description of Discrepancy
Date
Resolved
Per Plan /
Per RFI
It is the responsibility of the contractor to schedule our office to perform retesting once the necessary corrective
action has been made or provide our office with documentation that resolves the discrepancy.
Field 4284 Columbine Drive
15-6516
Vail Custom Builders (VCB)
3/31/15 1 JB
Near grid C.7/5.2,connection was bolted per detail 2/S4 and it is now welded on
two sides with a butt weld and 3/16" fillet and the holes filled. This will need the
Engineer of Record approval. Pictures are attached to the daily report 4/9/15
Per plan
3/31/15 2 JB
GROUND is requesting Welding procedure specification (WPS), Welder
Qualification Test Record (WQTR) for AWS D1.1 and continuity logs if WQTR's
are not qualified within the last 6 months from AG Welding 4/9/15
Per plan
4/9/15 3 JB
W4x13 welded to the bottom of the W12x16 beam. This connection was found
in compliance with revised detail SK2 dated 4/2/15; however, pending approval
from the Town of Vail.10/14/15
Per Plan