HomeMy WebLinkAboutWelding Inspection Report 01.19.2017STC Welding Inspection Report
Steven T. Conway (CWI)
4663 W Rd.
DeBeque, Co 81630
970-618-1624
Contractor.
Smith built Inc. ( Steel Cont. Roger Grove)
Phone:
970.379.8861
Job Name:
Zurcher ADO Cottage
Contractor Contact:
Bridger Smith
Phone:
970.379.9400
Permit Number:
I, WORKING CONDITIONS
Weather Condltlona: Cold and Dry. Below 32 Degrees Date: 1/1912017
CONSTRUCTION WELDING PROGRESS
Reference Drawings:
Weldament Identification & Location
Bolts Inspected
Detail
Sheet
Grid Loc.
Column
Sheet
Grid Loc.
111: I inspected 85% of all bolts installed after installation. To the right of this
L (S5.0)
S2.2
A & 2.2
text is approximant area bolts
NOT of inspected. Bolts used for
15/16" TCB's. Visual inspection only for
T (S6.4)
L. (S5.0)
S2.2
S2.2
B & 3
H -F & 5
.steel to steel connection were
Inspected.
tf3olts
2: I found two TCB bolts untorqued at these locations. Contractor did not
L (S5.0)
S2 2
F & 4
have a snap aun at the time. Rodger
Grove assured me he would get them
no notice to verify later. It was a column
i
snapped et a later time. 1 received
in beam connection. Location to the rht of this text.
-
f)
..
Technical
Yes
No
NA
Yes
No
NA
1: Percentage of Bolts inspected Recorded
x
11: All details reviewed by Inspector
x
2: Type of Bolts inspected Recorded
x
12 Proper procedures performed during Installation
x
3: Inspection procedure recorded
x
13: Any rework due to misplacement or wrong sizes Inslalled
x
4: Location of Bolts inspected
x
14: Any rework ordered due to none conformance
x
5: Continuous inspection of epoxy Bolts
x
15: Al! Inspected Installs satisfactory
x
6: Continuous inspec.of Reinforcement dowels
x
7: Type of epoxy used was recorded
x
B. Ambient temperature recorded
x
9. Depth varied and recorded
x
19. Other
_
,10: Hole sizes verified and recorded
x
Remarks:
As requested a special inspection of bolts was conducted per IBC 2009 Chapter 17: Structural Tests & Specie] inspection. A visual bots Inspection was conducted on most of the
TCB's in the upper connections. Mostly Column to Beam connections es that was all that was visible for the most part. See upper portions of IhiS report for derails. Lacalions
f on this report was taken from the structural drawings provided by Studio M Engineers 308 N. Hyland Park Or. Glenwood Springs, CO. 970.366.8690. See "technical"
_provided
section this report. As stated there were two TCB twits that 1 found not snapped. Roder Grove did not have a snap gun available today. I could not verity that those bolts were
Eightened to_propar tension. See the " Bolts Inspection portion above Tar details. if there are further questions or additions needed per this report please feel free to contact me.
!!!!!!!!����.... Steven T Conway
11ft C W 114043221
tit OC1 EXP. 4/1/201i
Inspector's Signature: Steven T Conway Date: 111912017 Mileage: 0 Hours: 7
b