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INTERTEC Letter of Transmittal 21
The Silence You Build On.
Client: Stillwater Area Public Schools Project No: B1602671
Project Name: Stillwater High School Renovations and Additions
Date: August 17, 2016 Braun Intertec Corporation
11001 Hampshire Ave. S.
Bloomington, MN 55438
To: Kristen Hoheisel Phone: 651-351-3840
Stillwater Area Public Schools Email: hoheiselk@stillwaterschools.org
Independent School District#834
1875 Greeley St S
Stillwater, MN 55082
Re: Stillwater BLVD N, Oak Park Heights, MN
Documents Sent (Comments
Structural Steel Report 6
'Copy List
Dustin Phillips,Kraus-Anderson Construction Company Jared Olson,BKBM Engineers
Jeff Moore, Kraus-Anderson Construction Company Julie Hultman,City of Oak Park Heights
Kristy Casper,Kraus-Anderson Construction Company Aaron Fields,BWBR Architects, Inc.
Jack Bronczyk, Kraus-Anderson Construction Company
Randy LaFaive,Market&Johnson
Michael Smunty,BWBR Architects, Inc.
Contact Information:
Sent By: Laurie Dudero
Email: Idudero @ braunintertec.com
Phone: (651)487-7003
Rev:05/05/2014 Providing engineering and environmental solutions since 1957
BRAUN 6.32.4 Rev.1 Issue:6/23/15
INTERTEC
Special Inspection Daily Report
City of: Oak Park Heights Page 1 of 1
Report No.: Steel#6 Observation Date: 8/16/2016
Project Name: Stillwater High School&Pony Activity Center Project No.: B1602671
Project Address: Stillwater Blvd. N Braun Intertec PM: M.Flynn
Client: ISD#834 Client Project No.:
Weather: Sunny Temperature: 70 •F
Frequency Inspection Coverage (Notes)
Periodic Steel construction
Did the architect or engineer authorize changes to approved plans? (If yes,list details below)
Description and location of work performed:
1)Performed visual observations of Anchor bolts looking for full nut engagement. Foundations Zone 12 grid A*-D*,2*-11*
and EE-HH,26-30. No Discrepancies Noted.
2)Performed observations of A325 TC Bolts in Beam to Beam and Beam to Column connections.2nd level and Roof
framing. Zone 12 grid A*-D*,2*-11*and EE-HH,26-30. No Discrepancies Noted.
3)Performed visual observations of fillet welds on Beams to Embeds,Angles to Embeds.2nd level and Roof framing. Zone
12 grid A*-D*,2*-11*and EE-HH,26-30.No Discrepancies Noted.
*4)Performed visual observations of fillet welds on Pre-Cast to Pre-Cast and Pre-Cast to Foundation.Wells Concrete
connections. Zone 12 grid A*-D*,2*-11*and EE-HH,26-30. It was noted that several connections were missing welds at
this time.
2 I
List tests performed:
Visual
•Are there any discrepancies noted from this day's observations? Yes
•Are there any outstanding discrepancies on this project? Yes
-If yes,see attached Summary Sheet.
• Report Discussed with and Given to Contractor? Yes
Report Emailed to:
Jeff Moore jeff.mooreIkrausanderson.com 612-790-6711
Jack Bronczyk jack.bronczyk@krausanderson.com 612-812-3972
To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable
workmanship provisions of the current IBC,except as noted above.
Signed: I.D.No.: 5067860 S1&S2
• Providing engineering and environmental solutions since 1957
•
Issue Date: 2013101101 Rev No.: 0
BRAUN
INTERTEC Summary of Discrepancies Needing Correction or Review
by the Design Engineer or Architect
Project Name: Stillwater High School
Project Address: Stillwater Blvd.N
The following items must be reviewed by the engineer and/or corrected and/or inspected before work can continue in the
area.
Report No. Report Description Resolution to 0/C Status
Date Discrepancy
*2)Performed visual observations of fillet welds on Pre-Cast to
Pre-Cast and Pre-Cast to Foundation.Wells Concrete
2 7-18-16 connections.Area 10 Grid EE-HH, 10-16 and G'-L', 1'-9".It open
was noted that Pre-Cast to Foundations connections at grid 16,
GG-HH.Are not complete because embeds were missing.
*1)Performed visual observations of fillet welds on Pre-Cast
5 8-12 16 planks to Beams and seat angles.Zone 10 2nd and Roof levels. open
Grid G'-L', 1'-9'and EE-KK, 10-16.It was noted that welds
were missing on connections.
*2)Performed visual observations of fillet welds on Wind
5 8-12-16 Bracing.Zone 3.Ground to 2nd level and 2nd level to Roof grid open
E-F,5.7-11.It was noted that ground to 2nd level was not
welded.
*3)Performed visual observations of fillet welds on Bar-Joist to
5 8-12-16 Beams and Seat Angle.Zone 3 Roof level grid E-F,5.7-11.It open
was noted that 5 Bar-Joist were not welded.
*4)Performed observations of A325 TC Bolts on Zone 3 2nd
5 8-12-16 level and Roof framing.Grid E-F,5.7-11.It was noted that on open
Roof level bolts were missing and not snapped.
*4)Performed visual observations of fillet welds on Pre-Cast to
Pre-Cast and Pre-Cast to Foundation.Wells Concrete
6 8-16-16 connections. Zone 12 grid A*-D*,2*-11*and EE-HH,26-30. open
It was noted that several connections were missing welds at this
time.
Issue Date: 2013/01101 Rev No.: 0
BRAUN
INTERTEC Summary of Discrepancies Needing Correction or Review
by the Design Engineer or Architect