HomeMy WebLinkAboutB14-0120 CR1 Special Inspection Report INDEPENDENT TESTING &
INSPECTION SERYICES INC.
12084 VASEEN CT.
CONIFER, COLORADO 80433
303-674-7560
FAX 303-674-7560
Page 1 of 2
OBSERVATION REPORT
Client: SRE Building Associates ITIS Job No. 061814 Date: 6/18/14
Project: Brantley Residence/The Lodge @ Vail Location: Vail, CO
Inspector: David L. Sturgeon
This report package contains information concerning specific tests and inspections of
structural steel welding, structural bolting, structural sprayed fireproofing, and/or
nondestructive testing.
The specific criteria utilized in judging the degree of conformance for each area of
inspection are contained on each individual inspection form.
Also included may be ITIS' "List of Outstanding Discrepancies" (O.D. List). The O.D. List
will be consecutively numbered for each page issued throughout the duration of the
project. Each individual item listed will also be consecutively numbered.
If there are any questions regarding the content of this report, please feel free to contact
ITIS at your convenience.
David L. Sturgeon
President
ICBO Certified Inspector#1138247-85
AWS QC-1 #82122691
Resident Level III
INDEPENDENT TESTING &
INSPECTION SERYICES INC.
12084 VASEEN CT.
CONIFER, COLORADO 80433
303-674-7560
FAX 303-674-7560
Page 2 of 2
INITIAL VISUAL INSPECTION OF WELDING
FIELD REPORT FORM
� Inspector: David L. Sturgeon Job No. 061814 Date: 6/18/14
Field Made Welds X Shop Made Welds
Type of Welds lnspected: Fillet X Groove Other
Type of Component(i.e.: Column,beam girder,moment weld,etc) As Recorded
Applicable Code or Standard: AWS
AREAS OF INSPECTION
LEVEL OR ELEVATION: iJNIT 347 Upper Level B of S-1 Modified Framin�
GRID LINE LOCATON(S):
CONDITIONS OF NONCONFORMANCE/INSPECTION RESULTS :
The column base anchorages were found conforming. The G.C. is to grout the base plate at a later date.
LEVEL OR ELEVATION: U�per Level G of S-1, Section H Beam to Beam
GRiD LINE LOCATiON(S):
CONDITIONS OF NONCONFORMANCE/INSPECTION RESULTS:
The bolted connection was found conforming
LEVEL OR ELVATION: U�per Level Detail C of S-1, Section A of S-1 Beam to Wa1lBeam to Column
GRID LINE LOCATION(S): _
CONDITIONS OF NONCONFORMANCE/INSPECTION RESULTS:
The wall connection was completed with 3/4"x 6"Titan anchors. The anchors were found tight with two slightly askew.
The connection was found conforming.