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Home My WebLink AboutA structural steel special inspection final report-2015 A Structural Steel Special Inspection Final Report Orono Police Department Expansion 2370 Kelly Parkway Orono, MN Prepared for City of Orono Project B14-05902 February 12, 2015 Braun Intertec Corporation B R A�I N Braun Intertec Corporation Phone: 952.995.2000 I 1001 Hampshire Avenue S Fax: 952.995.2020 IN T E RT E C Minnea�lis, MN 55438 Web: braunintertec.com ��r��. February 12, 2015 Project B14-059a2 Ms.lessica Loftus City of Orono 2750 Kelley Parkway Orono, MN 55356 Re: Structural Steel Special Inspection Procedural and Final Report Orono Police Department Expansion 2370 Kelly Parkway Orono, MN Dear Ms. Loftus: I Please find attached to this procedural report the Structural Steel Special Inspectipn Final Report for the Orono Police Department Expansion Project and the supporting Speciai Inspectiorl Daily Reports. Special Inspection and Testing Procedures The special inspection services were periodically provided by International Code Gouncil (ICC) certified special inspectors in accordance with the requirements of the Minnesota State Bu�ilding Code, Chapter 17 of the International Building Code (IBC) and the project plans and spec�fications. The purpose of special inspections is to provide a review of the contractor's work designated by the project structural engineer as needing special inspection under the guidelines of tlhe IBC to determine compliance with the approved construction documents. The special inspector does not have the responsibility or authority to, nor is it the intent of special inspections to have thecn,judge or modify the construction documents. Only the structural engineer of record can do this. ! As the special inspections were completed, a Special Inspection Daily Report was prepared to summarize the results of our inspections and testing. A copy of this report was provided to the contractor's site representative for their review and records. As part of this report, items needing correction or discrepancies observed from the approved construction documents were noted. 1�Ale also summarized the discrepancies documented in a Discrepancy Log. As needed,we also contacted the project structural engineer for additional clarification on specific issues related to the drawings or discrepancies observed. Plans and Specifications The plans and project documents available at the site were used for our inspections. From time to time, we received plan modifications from the structural engineer. When received,the�e were used to evaluate the work completed in the field. �; �r�E City of Orono Project 614-059Q2 February 12, 2015 Page 2 i Visual Examination of the Field-Made Welds Visual examination of the field welds was conducted in accordance with Americah Welding Society (AWS) D1.1-2010, Figure 5.4 and Table 6.1 requirements and the requirements of the project plans and specifications. Tension-Control Bolted Connection Observations I Tension-control bolted connection observations were conducted to determine if khe bolt holes were filled, if the correct bolts were used, if the nuts were fully engaged and if the splined end of the tension- control bolts had separated from the body of the bolt. Removal of the splined er�d is a direct indicator the bolt has been torqued to the minimum snap-off load. At connections where the splined ends were not,or could not be removed,the torque applied to the bolt by the contractor w�s determined using a hand-held torque wrench. In addition, each connection was observed for fit-up a�d to determine if the various plies were in contact with one another. Hex-Head Bolted Connection Observations � Hex-head bolting observations were performed to determine if the bolt holes we�e filled, if the correct bolts were used, if the nuts were fully engaged and if they appeared to be snug tight. Each hex-head bolted connection was observed for fit-up and to determine if the various plies were in contact with one another. Random bolts were also selected at various connections to determine if the nuts were snug tight. This was done using a wrench and cheater bar. I Metal Deck Weld and Fastener Observations ' Metal deck weld observations were conducted in general accordance with AWS D�3-2008,Section 6.0 requirements and the requirements of the project plans and specifications. Items reviewed included the quality, size and spacing of the welds. In addition, the location and the completer�ess of the side-lap fastener installation were observed and evaluated. Cold Form Metal-Framing Mechanical Fasteners � Visual observations were conducted to determine if the mechanical fasteners use in the cold form metal-framing construction were placed in conformance with the requirements o�the structural details, plans and specifications. i City of Orono Project B14-059p2 February 12, 2015 Page 3 General In performing its services, Braun Intertec used that level of care and skill ordinariily exercised by reputable members of its profession currently practicing in the same locality. Nq warranty, express or implied, is made. Thank you for the opportunity to provide the special inspection and testing servi�es for this project. After review of the attached Special Inspection Final Report, if you have any questions or require additional information, please call Dan Graham at 952.995.2524 or Marv Denne�t 952.995.2510. Sincerely, BRAUN INTERTEC CORPORATION �� " �'�....; ��'��, �� Daniel P.Graham ICC Certified Special Inspector-Structural Steel and Welding �� Christopher R. Kehl, PE Principal-Senior Engineer Attachment: Structural Steel Special Inspection Final Report c: Steven Kleineman; SKD Architects, Inc. lack Broncyzk; Kraus-Anderson Construction Company Mark Kotten; Kraus-Anderson Construction Company Douglas Hughes; Larson Engineering, Inc. Lyle Oman;City of Orono B R A�! N Braun Intertec Corporation I Phone: 952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 i[�T E Rfi E C Minneapolis. MN 55438 Web: braunintertec.coro �n»ed.�.Yona�uec�. I Structural Steel Special Inspection Final Report I City of: Orono Date: February�12, 2015 Attention: Ms.Jessic�a Loftus Project: Orono Police Department Expansion 2370 Kelly Parkway �_ Orono, MN 55356 —T— Braun Intertec Project: B14-05902 In accordance with the Minnesota State Building Code,Section 1704 of the International Building Code and the agreed-upon scope of services,the required special inspections and testirig have been provided for the following items: Bolting. The bolted connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the plans and specifica�ions.There are currently no outstanding or unresolved bolted connection-related issues. Structural Field Welding. The welded connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the proje�t plans and specifications. Discrepancies were noted and documented. These connections w�re found to be acceptable following the required corrections.There are currently no outstanding�or unresolved structural welding-related issues. Metal Deck Welding and Fasteners. The metal deck welding and side-lap fasteners detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications.There are currently no outstanding or unre�lsolved decking- related issues. Mechanical Fasteners. The mechanical fasteners detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the plans�nd specifications. Discrepancies were noted and documented. These connections were found to be acceptable following the required corrections. There are currently no outstanding or unresolved mechalnical fastener-related issues. City of Orono Project 814-059b2 February 12, 20�5 Page 2 Conclusion Based upon the inspections conducted,the testing performed and the attached neports, it is our professional judgment that,to the best of our knowledge, the inspected work wals performed and completed in accordance with the approved plans, specifications,structural-engi�eer-provided modifications and applicable workmanship provisions of the Minnesota State Building Code and the International Building Code. Inspecting Firm: Braun Intertec Corporation I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. �� `a`.�`��,��F M/��,,� . g:. .��+ �,y • • l►�. C stopher R. Kehl, PE ��;CHq�gr��A� �_ Principal-Senior Engineer s ; �]il.,pE : c �►`. :� License Number: 43459 �� q� ��,? February 12, 2015 %� •. .•�._ y��A �'•• .•'��fi r`�� Attachments: '��san�*��`' Special Inspection Daily Reports 1 through 3 Summary of Discrepancy Log �:- !ssue'Jate: 2014 08l01 Rev No.: 0 �� lNTERTEC Specia! lnsoectic�n Daily Re�Qrt C�ty of �r��a, Yti. P ge Z o� 1 �Y��1•,yV.. �ll UlitUl OI Vtlilwl 1�� YL� DI\I,�S„Q�Ot L. 1 V-1��1'�Y Pr�;e�t ^lame: Oror.c ��"c� De;,a^^^Q^:�xYa^�;�^ p��;s�: !�o.. ?'. J59L� Pro;ect Address: ?%30 Ke?iY P��kvyay C::e^:: C.y o4 Jrcro Clier.:Nrojec: !�o.: 1Neathe�r: Part!y C(o!.ady PM Mark F�ylln rem}aerature� ° ___.._ _ ___ __ - -- --- __ .---- _ —_____ - - _ ___ __. __-------- -- Type of inspection: inspection Coveraye: ❑ Continuous I� Masonry ❑ Rebar Placement ❑ Faundations ❑ Special Cases: I� Penodic � Welding & Botting ❑ Concrete Placement ❑ Fireproofing ❑ Piles 8� Piers ❑ Tendon Piacement ❑ Soils _ ___ ____ _ _ __ _ _ - __ ___ _-- - . ' Did the architect or engineer authorize changes to City-approved plans� ❑ Yes (Listed Be ow) ❑ No Descr:ption ancf location of work compfeted: `1) Various ras�dom iocations tek fasteners missing/nat installed from channe!to light gauge m tal stud Grid &C 6 to North deiail 4/S502. "2) Vanous random locations tek fasteners missing/not installed from deck support angle to ligt�t gauge metai stud Grid B-C 6 to No�th detaii 7;S502. "3) i uue steei fiiiel wCi��df vriu C-� i-2 ueiaii 1iS5u2 weids�nissiny at wesl canliiever en�. 4) 3ar;oist�i�Iei weids G��d 3-G 5 f� !�o►th tieta��s 2rS5�2, 31S5Q2, 8!5�02. Ne�isc�p�7�!?Cy ��i 5} A325 3/4°ter�s�o� cor��a� bo�t�at �oof Leve�Grid 8-C 6 to �Varth. �Vo d�screpancy noted 5; �;yh:ya;.�ge ^^eta;st:.�c �A� a^�te�c*as+.�^se-s rer AGex s^�p�raw;^ys. N�disc:spa^�y r,c� � 7) Puddle welds and side lap fasteners at Roof�.eve{Gr�d B-G 6 ta No�rh deta�l 11/5502 No di crepar�cy noted List tests performed: Visua! I • Are inere any discrepancies noted from this day's observations? Yes �'j No L; • Are inere any outstanding discrepancies on this project? Yes � No �j ii yes, see dliaciiec! Swtunaiy Si�eei. � Report g:ven te Ces�tractcr. Yes � Ne ❑ T�the Cest of our knowledge, work inspected was done in accordance with the ap�roved plans, pecificat+ons, and appiicabie woricmanship provisions of 1ne curreni iBC, except as noted above. .�."°, _ �C'aha!'?': �a!� ., ,,. , , S�r�rted: �`� � , ..ate: ��-�7-�4 f'r:r:t Fu!! �me: Dar;e; �. �;aram I.C. �to.: ;�5�C95 S,&S2 iss�e��s: so�uosro� R.v No.: o sRAUN INTERTEC Special inspection Daily Report City of Orono, MN. Page 1 of 1 Report No.: Structural Steel#2 Date of this Report: 10-20-14 Project Name: Orono Police Department F�cpansion Project No.: B1�4-05902 Project Address: 2730 Kelly Parkway Client: City of Orono Client Project No.: � Weather: Partly Cloudy PM Mark Flynn Temperature: ° F Type of Inspection: Inspection Coverage: ❑ Continuous ❑ Masonry ❑ Rebar Placeme►rt ❑ Foundations ❑ Special Cases: � Periodic �Welding 8 Bofting ❑ Concrete Placement ❑ Fireproofing ❑ Piles 8� Piers ❑ Tendon Placement ❑ Soils __--- --_----- — — — - ---- Did the archited or engineer authorize changes to City-approved plans? ❑Yes (Listed Below) ❑ No Description and location of work completed: 1} Screen wall plete fillet welds to tube steel column and bar joist at Roof Level Grid B-C 6 to North revised detail 11/501 (top side only completed). No discrepancy noted List tests perFormed: �sual • Are there any discrepancies noted from this day's observations? Yes ❑ No � • Are there any outstanding discrepancies on this project? Yes � No [� � If yes, see attached Summary Sheet. ■ Repo►1 given to Contractor: Yes � No ❑ To the best of our knowledge,work inspected was done in accordance with the approved plans, speciflcations, and applicabte workmanship provisions of the current IBC, except as noted above. --� Graham Dan Signed: �"�'- � Date: 10-20-14 Print Full Name: Daniel P. G�aham I.D. No.: 1054095 S1&S2 !� -- + Kraus-Anderson� Construction Company REQUEST FOR PROPOSAL 8625 Rendova Street NE, PO Box 158 Circle Pines, MN 55014 PCO NO. 01$ Tel: 763-786-7711 Fax: 763-786-2650 Page 1 of DATE: 9/19/2014 PROJECT: Orono Police Department � 2730 Kelley Parkway Orono, MN 55356 PROJECT NO.: 90447 TO: Bill Randall, Sierra Metals, Inc. I Jon Jochims, Maxx Steel Erectors I CC: Mark Kotten, Kraus-Anderson�Construction Company � Jack Bronczyk, Kraus-Anderson�Construction Company Jessica Loftus, City of Orono Steve Kleineman, SKD Architects ATTACHMENTS: SKD RFP#6 dated 9/17/14 REC�UESTED BY: ArchitecUEngineer ! Please provide a cost breakdown in accordance with the Contract Documents and a Summ ry for the change described herein and on the attachments(if any)listed. This is not an authorization to proceed with the work described herein unless and until approved by the Owner. On a��roval.this chanae will be included in a Chanae Order which will provide the farmal qonUact Chanue DESCRIPTION OF PROPOSAL: Please provide us with a written cost estimate per attached PR regarding revised angle cros�bracing and column size. ❑ This Proposal is a"No Change"item for Type/Print Contractor's Name I ALL RESPONSES ARE REQUIRED WITHIN SEVEN (7)DAYS. archltecis Merno��Y�� Date: 09/17/14 To: Mark Kotten— Kraus Mderson From: Brian DuRose Re: RFP#6 Mark, Here is the submittal for RFP#6. Larson Engineering: I . Partial Plan S102 o Revised angle cross bracing o Revised column size o Removed a note. • Section 11/S501-Revised o See new detail for 11lS501 Thanks, I Brian DuRose SKD 11140 Highway 55,Suite A Plymouth,MN 55441 7R7 S07 R115 7F't SQ'I R71Q fav Larson Engineeri�g,Inc. �1�J�CT ��b �L..f C�L-'�/7}jkyd H T N . F 3524 Labore Road �'�J(I� ��J,6 '— White Bear Lake.MN 55110-5126 � �� PR ECT N . 051.481.9120 Fax:651.481.9201 O`�'7 �'�x S ��'L-�— Y T �/ '' www.larsonengr com � !arson I �' , ; , � ' I NS � � I I 2;,�XZX3��6 � � 7 NOTE" ,.-�� ` 1.5 TYPE B 22GA WIDE RI STEEL J0�S�pp� I �� S� � DECK CONT OVER 3 S�A S JO�STS�OR LOA�S L3X3X1/4 i b�- �" �D SEE DTL 11/5502 FOR DE K AND SHF�IRS�,q(V q CROSS BRACc�` I L� � i� L1 WELDING PATTERN P�R'PENDIGULAR TC ,NP) , � — �-- — — — — — � � _�� _.._� — — — — — '— — -� 3 _ � � � � �� y _ �� S501 � � � X >i-f i ' 11 1 1 BKCS3 I S50 `�s�� 2 ! ' - . �S502/ � � f 18KCS4 � � V HSS4X4X'/ x 6'-0"LG W/ ��, I �� q � � � o i �� +/a'xq"x l� 807T. t ra>v �cA �I� `' � � � � ' = 4'-0'OC . � i � n � 1 EI4CS4 I �' : I 3 �. ;,�.�,� � Co ' -. i u �I'1 S 4 ' � 18KCS5 . `T m=��-/ I C8X1 t.5 AT 48"OC � '' RTU �7 � o ' SCREEN bVALL ) � 900LB � (SEEARCH)I 32 PSF ( I I � 18KCS5 ! �! �L L� L1 L1 TlCS=111'-81l2" � / I I — — — -- —_—-- 0 PSF � a i ---�— �==.�' —}_ I � � , . I 18KCS4, �I � � 16'-0" 8 � ' ol 3 '�P2 I SNOW � � , � \� I �, DRI� ( � T W12X25 �' vV8X21 W 2X22 W8) I I ' 12 S � �/ r/ i I 6 I � T� �{ S501 1'-0"J 'I'-0"/�� I i �`502/ 1'�0' ISPLICE S?LICE � SPLICE � � I II il W ! I� Q Q II ,II z � � N !1 II � � � J �1 ii W S � ' I ` 11 Il � �- . -- I �- — — , — — — — — ._. JL_._ _. —_._.. L.._ � c,:_. _ _ _.._..._.._.._".� G:__._..�.._.._.._ .__._..�_. _._., _ I 1 ' -, - .�.- � -----��- - - �] � t �.— �Z - - - - - - - -11 � �/�-��.�� s��2 �, ---_ �rs Larson EnyinN�ing,Inc. SUBJECT ( �+�o ��= �7Y�'1lty�-� Z 3524 Labore Road ��f.` ��L �.. Whfte 8ear Lake,MN 55110-5126 651.481.9120 Fax�651.481.9201 �L.P�'�rs.l �,,�1_L- � .yi�j www.larsonengccom � Larson ffStiS 3X3x%S�• 3-S� ' Np �9 .�" S��- ��-� � ,__.____ _._,� �r� S��- �', ,rz»5�� t ,. .. �'`� . S� J�sr f�ycA� '`�?-�'Z"�� -��-_ w� Ta �R ; 8ofr, c��l) �t ( 1/a`X 4"x 4 7'0��'�arT �i.A-n_ csc c.o � �Pj $om�n�c cs1�n� iy� ! � .rr.�s r �� /� ��' �4 N -/Zc��0 a �„ , , ��_�, iss„e oa�e: so�u�osro� Rev No.: 0 sRAUN INTERTEC Special Inspection Daily Report City of Orono, MN. Page 1 of 1 RepoR No.: Structural Steel#3 Date of this Report: 11-p3-14 Project Name: Orono Police Department Expansion Project No.: 614-05902 Project Address: 2730 Kelly Parkway Client: City of Orono Client Project No.: Weather: Partly Cloudy PM Mark Flynn Temperature: ° Type of Inspection: Inspection Coverage: ' ❑ Continuous ❑ Masonry ❑ Rebar Placement ❑ Foundations ❑ Special Cases: � Periodic �Welding 8�Bofting ❑ Concrete Placement ❑ Fireproofing ❑ Piles&Piers ❑ Tendon Placement ❑ Soils Did the architect or engineer authorize changes to Ciry-approved plans? ❑Yes (Listed Below) ❑ No Description and location of work completed: 1) Screen wall plate fillet welds to tube steel column and bar joist at Roof Level Grid&C 6 to North revised detail 11/501 bottom side now completed. No discrepancy noted 2) Outstanding discrepancy on Report#1 10-17-14 tek fasteners now installed from channel ta light gauge metal stud Grid B-C 6 to North detail 4/S502. No discrepancy noted 3) Outstanding discrepancy on Report#1 10-17-14 tek fasteners now installed from deck support angle to light gauge metal stud Grid B-C 6 to North detail 7/S502. No discrepancy noted 4) Outstanding discrepancy on Report#1 10-17-14 Tube steel fillet welds at Grid GD 1-2 detail 1/S502 welds now installed at west cantilever end. 5) A325 1/2", 5/8"and 3!4"hexhead bolts at premanufadured building, snug tight, plies in dire�t corrtad with full nut engagement present. List tests pertortned: Visual • Are there any discrepancies noted from this day's observations? Yes ❑ No � ■ Are there any outstanding discrepancies on this project? Yes ❑ No � o If yes, see attached Summary Sheet. • Report given to Contractor. Yes � No ❑ 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: �%-^�=""" Grahal�'�, Dan Dete: 11-03-14 '� Prirrt Full Name: Daniel P. Graham I.D. No.: 1054095 S18S2 �---- Issue Date: 2013I01101 Rev No.: 0 �4` Summary of Discrepancies Needing Correction or Review � by the Design Engineer or Architect Project Name: Orono Police Departrnent Expansion B 14-05902 Structural Steel Project Address: 2730 Kelly Parkway,Orono,MN. PM Mark Flynn The following items must be reviewed by the engineer and/or corrected and/or inspected before work can icontinue in the area. Report No. Report Description Resolution to O/C Status Date Discre anc *1) Various random locarions tek fasteners missinglnot installed and closed 11-03- 1 10-1'1-14 installed from channel to light gauge metal stud Grid B-C 6 to completed 14 North detail 4/5502. *2) Various random locations tek fasteners missing/not �nstalled and closed 11-03- I 10-17-14 installed from deck support angle to light gauge metal stud Grid completed 14 B-C 6 to North detail 7/5502. 1 10-17-14 '`3) Tube steel fillet welds at Grid C-D 1-2 detail llS502 wetds ins[alled and dosed 11-03- missin at west cantilever end. com leted 14 � , �'<^s �� F�� cor�. °��s ��. ,��'�� , A Structural Steel Spe�cial Inspection Final Report Orono Police Department Expansion 2370 Kelly Parkway Orc�no, MN Prepared for City of Orono Pro};ect 614-05902 February 12, 2015 Braun Intertec Corporation j �� Braun Intertec Corporation Phone: 952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 �,� Minneapolis, MN 55438 Web: braunintertec.com �II �i�� The Scienca Yon Builcl fln. February 12, 2015 Project 814-05902 Ms.Jessica Loftus City of Orono 2750 Kelley Parkway Orono, MN 55356 Re: Structural Steel Special Inspection Procedural and Final Report Orono Police Department Expansion 2370 Kelly Parkway Orono, MN Dear Ms. Lo�`tus Please find attached to this procedural report the Structural Steel Special Inspection Final Report for the Orono Police Department Expansion Project and the supporting Special Inspection Daily Reports. Special Inspection and Testing Procedures The special inspection services were periodically provided by International Code Council (ICC) certified special inspEctors in accordance with the requirements of the Minnesota�State Building Code, Chapter 17 of the International Building Code (IBC) and the project plans and specifications. The purpose of special inspections is to provide a review of the contractur's work designated by the project struc:tural engineer as needing special inspection under the guidelines of the IBC to determine compliance with the approved construction documents. The special inspector does not have tne responsibility or authority to, nor is it the intent of special inspections to have them,judge or modify the construction documen#s. Only the structural engineer of record can ��o this. As the special inspections were completed, a Special Inspection Daily ReK►ort was prepared to summarize the results of our inspections and testing. A copy of this report was provided to the contractor's site representative for their review and records. As part of this report, items needing correction or discrepancies observed from the approved construction documents were� noted. We also summarized the discrepancies documented in a Discrepancy Log. As needed, we also contacted the project structural engineer for additional clarification on specific issues related to the drawings or discrepancies observed. Plans and Specifications The plans and project documents available at the site were used for our inspections. From time to time, we received plan modifications from the structural engineer. When received, these were used to evaluate the work completed in the fie�►d. .La t.+.>r City of Orono Project 814-059a2 February 12, 2015 Page 2 Visual Examination of the Field-Made Welds Visual examination of the field welds was conducted in accordance with American Welding Society (AWS) D1.1-2010, Figure 5.4 and Table 6.1 requirements and the requirements of the project plans and specifications. Tension-Control Bolted Connection Observations Tension-control bolted connection observations were conducted to deterrnine if the bolt holes were filled, if the correct bolts were used, if the nuts were fully engaged and if the splined end of the tension- control bolts had separated from the body of the bolt. Removal of the splined end is a direct indicator the bolt has been torqued to the minimum snap-off load. At connections where the splined ends were not, or could not be removed,the torque applied to the bolt by the contiractor was determined using a hand-held torque wrench. In addition, each connection was ok�served for fit-up and to determine if the various plies were in contact with one another. Hex-Head Bolted Connection Observations Hex-head bolting observations were performed to determine if the bolt hales were filled, if the correct bolts were used, if the nuts were fully engaged and if they appeared to be snug tight. Each hex-head bolted connection was observed for fit-up and to determine if the various plies were in contact with one another. Random bolts were also selected at various connections to detarmine if the nuts were snug tight. This was done using a wrench and cheater bar. Metal Deck Weld and Fastener Observations Metal deck weld observations were conducted in general accordance with AWS D1.3-2008, Section 6.0 requirements and the requirements of the project plans and specificatioris. Items reviewed included the quality, size and spacing of the welds. In addition,the location �and the cc�mpleteness of the side-lap fastener installation were observed and evaluated. Cold Form Metal-Framing Mechanical Fasteners Visual observations were conducted to determine if the mechanical fasteners used in the cold form metal-framing construction were placed in conformance with the require�ments of the structural details, plans and specifications. � �� .� � {��a;'- �� City of Orono Project 614-05902 February 12, 2015 Page 3 General In performing its services, Braun Intertec used that level of car�� and skill ordinarily exercised by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. Thank you for the opportunity to provide the spe�cial inspectior�and testing services for this project. After review of the attached Special Inspection Final Report, if�you have ar�y questions or require additional information, please call Dan Graham at 952.995.2524 or Marv Denne at 952.995.2510. Sincerely, BRAUN INTERTEC CORPORATION �� K�``�� 'rn�'t��, �� Daniel P. Graham ICC Certified Special Inspector-Structural Steel and Welding /�� Christopher R. Kehl, PE I Principal-Senior Engineer Attachment: Structural Steel Special Inspection Final Report c: Steven Kleineman; SKD Architects, Inc. I Jack Broncyzk; Kraus-Anderson Construction�Company Mark Kotten; Kraus-Anderson Construction Company Douglas Hughes; Larson Engineering, Inc. � Lyle Oman; City of Orono � �� Braun Intertec Corporation Phone: 952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 Minneapolis, MN 55438 Web: braunintertec.com �� '['bs Ss�n�Xs+a��i7�d�. Structural Steel Special Inspection Final Report City of: Orono Date: Fe�bruary 12, 2015 Attention: Ms.Jessica Loftus Project: Orono Police Department Expansion sR 2370 Kelly Parkway � Orono, MN 55356 Braun Intertec Project: 614-05902 In accordance with the Minnesota State Building Code, Section 1704 of thE� International Building Code and the agreed-upon scope of services, the required special inspections arid testing have been provided for the following items: Bolting. The bolted connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the plans and s��ecifications.There are currently no outstanding or unresolved bolted connection-related issues. Structural Field Welding. The welded connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the require�nents of Rrie project plans and specifications. Discrepancies were noted and documented. These connec:tions were found to be acceptable following the required corrections.There are currently no out�;tanding or unresolved structural welding-related issues. M�tal Deck Welding and Fasteners. The metal deck welding a�nd side-la��fasteners detailed in the attached Special Inspection Daily Reports were observed in gerieral accorciance with the requirements of the project plans and specifications.There are currently no autstandin@,or unresolved decking- related issues. Mechanical Fasteners. The mechanical fasteners detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of th;e plans and specifications. Discrepancies were noted and documented. These connections were found to be acceptable following the required corrections.There are currently no outstanding or�unresolve�� mechanical fastener-related issues. ,� ►=��. City of Orono Project B14-05902 February 12, 201� Page 2 � Conclusion Based upon the inspections conducted,the testing performed and the attached reports, it is our professional judgment that, to the best of our knowledge,the inspected �niork was performed and completed in accordance with the approved plans, specifications, structural-engineer-provided modifications and applicable workmanship provisions of the Minnesota State Building Code and the Internat�onal Building Code. Inspecting Firm: Braun Intertec Corporation I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laoivs of the State of Minneso�a. �%�� `�`NNNNF wlHq��'i ``��.��p�(��--��NHFs�,y� ��. g; �•�A�� C stopher R. Kehl, PE ?,..;CNR� ��= Principal-Senior Engineer �� a��R•��? License Number: 43459 :�i; :�u� February 12, 2015 %;��«. � .•�d� /� A e� ��! `�s •��` �i e. . / •�e• 4 ��i,ri��S$��ON P��`` Attachments: Special Inspection Daily Reports 1 through 3 Summary of Discrepancy Log I �� `�'.� �� i�� L�T�� 'sss��P�: 2flS4! 8/4'� R�v N�.: 3 IN��i�� °��►� ��y �e�c�� s ��qa �'a�� c� � L16� �I '!�J'�V��.Yy PVIfV. ��r� ;°av,. ��,::��v,a� ;��;�;�� :�;� w��;�:� 03:��.�: ;�-1;-�� &r��$ TeA�:49�: vEr�n� .`t->r�ti�o ?•�,-lo��rema.n: �.Yr��.�.�.n.n d.'�ia^�j�n.� ��.e �q��ivr��'� asr�;��a m;�!t�w�w�c; :;:�� ;P�:Y �?Ps.�,z�3; - _ ._ � �:E�rt: C;,.�„��.�,,.,� �:::�,�. �.��t '�"�.: ei v� viv�� r. �e � a o ��-: Parfly c:ioudy ?11!! M�rk��y�n T�?��B�r�I�U��: ° - -- --- __ __ _ - ---- ---— - Typ� o�f 6�spec4ion:- i�spection Coverage:---- - --- --� - ' ❑ Car�tinuous ❑ �i�sonr� J Re��r�lacem�nt ❑ Foundations I ►,_,? �pecial C�ses. , i� P�riodic �11dVlelding & Bolting � Co�cre4e �'lacesnent ❑ Fir�praofing [� PiEes & Piers ❑ T@�?do;; �!��;ert �, �cil� � '' Did ih�+ ��chitect o.r enc��epr�u4horize changes to vity-a�oravec� pPans? � Yes (Listed B�low) ❑ No :.+Q.�'Jvr:�.�u'�i�: �La:9� ��a:�.�. �.��':'��ii v�i:99�eiv�P.'i'.. �?} Va,i�us r��^ 4ac�t;��s t��c�a5te:��;s missing!not ;n�ta�Ee� ¢rorr ch,��;�i t� !i��t��;,�e meta, stu� �rid B-C 6 to North d�;taii �1��02. *2) W�riau� rarsdom locatio�as tek fasteners mis�ingJnot ir��tail�d from ��ck s�pp�rt angle to light gauge metal stud Grid �-C �t�.� �V�rt� ��taa9 '/�5�2. *3) i uue �ieei iii��t w�ii3� �i ��i� i.-u� i-2 i�eiaii iiS5u2 o�vei�35 ritissir�y �i vvesi c;��rtiie�er end. �� R�P;f17�f 11i1PY w�ifyc(�rirti R_a',,n j;,i �jnr�h r�,e,ai�iiS �Jd'��Jt, �i�tiLp? �l;,�fi,2, fr.gn�ic;;ra�anC� ??C��2m 5} r�32,ci ai�"�v�i�SiGii C.Oi1ii"�i �iGiiS ct� �t?Oi�E1iCi i iid �-u u i0 iV�ih. iV�diSC.irg�cli�Gj� ii0i�i� �'j �.:ynr yZi�nyo mo9u� $¢:.in. D��:- un�i�n�f�c�#�n��.�i ,ar'+rn�r i��Q)C.�i�v�v�u�r°e��y.�i. i�av v�.�i�r4�a�n.�,°j� n,i'.��v 7) p��ddle wei�ls and s{dP (an f�stener�at Roca��P�tel ��iCi �-�6 to ►�IO�th detail �1/��0�. �o di5�•rep�?�Gy r!atBd __ -------- - �is#test� �e:formea#: Vis�ai e r�r�t�ere any discrepancies n�ier fresr�*his day`s abse�va�icns� '!�s � ivo ❑ � Hre�'r;�re any ouisYanding discrepancies on ihis proj�c��? Y�s ;� ivo L; .� :�yes, see attactteiJ SutYi►��aiy Si�eet. ° �{oaJUr�`,E�!V2r:�+J {�Ot'tf��6: V.�,ac ``��! t�jc � Ta the best of our kna�njieda;e, w�rk i�s�ected w��cione 9n �ccord�r.ce��h th�e ap�rc�yed �lar?s, �pecifcatians, an� appiicaDae woricmans�ip provisior�s of ti�e e►�rrent i�i;, excepY as nofieci apove. 5.i�'Ca�i9: ��:�;�.: --- '�;�� e�.�`o°p ��'o�. ::�x�: 1�i-�i-i� �r:r.: �'�:; ;��:r.�: :;an;�; �. v�a~��„ 9.�;. ;��.o Av54v3� �a�52 Issue Date: 2014/08/01 Rev No.: 0 s�AUN INTERTEC Special Inspection Daily Report City of Orono, MN. Page 1 of 1 Report No.: Structuraf Steel#2 Date of this Report: 10-20-14 Project Name: Orono Police Department Expansion Project�lo.: 614-05902 Project Address: 2730 Kelly Parkway Client: City of Orono Client Project No.: Weather: Partly Cloudy PM Mark Flynn TemperaRure: ° F Type of Inspection: Inspection Coverage: ❑ Continuous ❑ Masonry ❑ Rebar Pl�cement ❑ Foundations ❑ Special Cases: � Periodic �Welding & Bolting ❑ Concrete Placement ❑ Firepr��ofing ❑ Piles& Piers ❑ Tendon Placement ❑ Soils Did the architect or engineer authorize changes to City-approved plans? ❑ Yes (Listed Below) ❑ No Description and location of work completed: 1) Screen wall plate fillet welds to tube steel column and bar joist at Raof Level Grid E�-C 6 to North revised detail 11/501 (top side only completed). No discrepancy noted List tests performed: Visual ■ Are there any discrepancies noted from this day's observations? Yes ❑ No � ■ Are there any outstanding discrepancies on this projed? Yes � No ❑ o If yes, see attached Summary Sheet. • Report given to Contractor: Yes � No ❑ To the best of our knowledge,work inspected was done in accordance with the approNed planS, specifications, and applicable workmanship provisions of the current tBC, except as noted above. Signed: ��-� Graham, Dan Date: 1q-20-14 Print Full Name: Daniel P. Graham I.D. No.: 1054095 S18S2 Kraus-Anderson� Construction Company REQUEST FOR PROPOSAL 8625 Rendova Street NE, PO Box 158 C�rcle Pines, MN 55014 PCO NO. 018 Tel: 763-786-7711 Fax: 763-786-2650 Page 1 of DATE: 9/19/2014 PROJECT: Orono Police Department 2730 Kelley Parkway Orono, MN 55356 PROJECT NO.: 90447 TO: Bill Randall, Sierra Metals„ Inc. Jon Jochims, Maxx Steel ErectorC CC: Mark Kotten, Kraus-Anderson8 Construction Cc�mpany Jack Bronczyk, Kraus-AndersonC�Construction Company Jessica Loftus, City of Or�no Steve Kleineman, SKD Architects ATTACHMENTS: SKD RFP#6 dated 9/17/14 REQUESTED BY: Architect/Engineer Please provide a cost breakdown in accordance with the Contract Docunnents and a Summary for the change described herein and on the a�tachments (if any)listed. This is not an authorization to proceed with the work described herein unless and urutil approved by the Owner. On approval,this chanqe will be included in a Change Orc�er, which will provide the�ormal �ontract Chanqe. DESCRIPTION OF PROPOSAL: Please provide us with a written cost estimate per attached PR regarding revised angle cross bracing and column size. CI This Proposal is a"No Change" item for Type/Print Coniractor's Name A� � �cl+n�ut�rl+ ��r� rfr��u��r.��u�..... i.��.•.�.. .�. w..... I�� I ❑rchitects �C�'1'1�"��..,�� Date: 09/17/14 To: Mark Kotten— Kraus Anderson From: Brian DuRose Re: RFP#6 Miark, Here is the submittal for RFP#6. L�rson Engineering: • Partial Plan S102 o Revised angle cross bracing o Revised column size o Removed a note. • Section 11/S501-Revised o Se� new detail for 11/S501 Tihanks, Brian DuRose �KO Architects. Inc. 11140 Highway 55,Suite A Plvmn��th MN 55dd1 �� Lar�ora Eng6neePfieag,ae�ee SU�JECT �� CJt�E��_'.��'� SHEE7 6V0. ,Y OF 3524 Labore Road ��> ��,� �� White Bear Lake,MN 55110-5126 PROJ C7 YVO. 651.481.9120 Fatt:651.481.9201 ��=r�� °'�� Y �� DA7E 9�/�� www.larsonengr com � �..��/ � � � I I I � NS I � � :"a:�: : � � 7 NOTE; ' _ r I � `-1� 9.5 7YPE B 22GA WIDE RI� STEEL JOIST SUPPL � iI S502. , e DECK CONT OVER 3 SPANS JOISTS�OR LOA�S L3X3X114 � i ��- �" `� SEE DTL 91/S5d2 FOR DECK ANp Sf1��S CAN q �OSS 3RACE�� i —��s — � a — � _ L1 WELDING PATTERhJ PERPEND1CUlAR TC � _ _ _ -� 1 ° 1 �, ._ y � '%� 11 18KCS3 � �'n g5q rJ c'�;,Y-":. �S 0?/ � � e S�1 98KCS4 �I lJ y HSS�lX4X'/4 x 6'-0"LG W/ � �� , - i r i �i �'� t �� 4 xK��i��Bon- . . ��,�� 1� � � ' I I I 1 � - , 4-0 °� � , �� aEccsa � ' �,r�=��=�wc-��,;v,��sse!�> , (�, w I, .� � � 3 4 ,_� . _, . _ _ .. CJ I � � " I 11 I I J .SrJ� � � m� C C8X91.5 AT 48"OC � 98KCS5 . � I -- � ''� RTU I�] ' o SCRcEN 4VALL ) � �JOOLB � � (SEE ARCH)I �_ 32 PSF � I I � 1�KCS5 : �L L1 _ I �L9 � L1 T/G8=111'-81/2" I � ( I 0 PSF � O( ---=L --i;==' — -1 — — —— *_--= , , � � 16'-0'° �8KCS4, � 8 � � 3 BP2 � o I S5021 � DR FT l I J W12X26 � 4 X29 W12X22 W8? I / � I � I''�` ` �� T/STL=• 12 � �'#� �� 6 _J ,�- S502� 9'-p„ N S589 9�eg: 1,v�,�J�� '� SPLICE SPLICE SPLICE ( I Il I! � '' I I � Q Il II z � � N Il �► � � I � I 1 i 1 `i' � � ' 1 � il II �.- �---— L- — — —.._...—. __.—.. —._—..lL._._ —., JL._— ,.___ � _._._.._..._,.._,_: G._-—_,..�_,_.,..._.._...—_.�.._--._—.__,.:� C":;_..:_.— � ° � � I ._._.. . — — �fi � � ___:Z. .-._e._=.�..a�----�� 'r�,�� a�� `,.�� itrT� Larson Engineering,Inc. SUBJECT ��o �C�C� r SHEET NO. Z OF 3524 Labore Road ��f` �� ` �?, White Bear Lake,MN 55110-5126 �— PROJ�CT NO. 651.Q81.9120 Fax:651.481.9201 �G�•�"+-1 �i�t...�L- QY �� DATE '�f—/��(J www.larsonengr.com Larson . ,�sS 3X3X%s� �P� � �� 3„ S�� _ ��, �� 5,�,�� —�"�' „ ., S�_ .Tb«r f`�� E o r�i�R � 8crr, u�-� �` � ��X q,�X � 7-0��rr �C�n_ ts�c.a 7D 7't�j'j < �o-�t�rvc Cc'fra2d '�rD _, � ,n��r 3//i, ee � �' �ON —/�ccl�� Sol /,: , ,. -l-� Issue Date: 2014/08/01 Rev No.: 0 sr�wuN INTERTEC Special Inspection Daily Report �ity of Orono, MN. Page 1 of 1 Report No.: Structural Steel#3 Date of this Report: 11-03-14 Project Name: Orono Police Department Expansion Project (No.: B14�05902 Project Address: 2730 Kelly Parkway Client: City of Orono Client Project No.: Weather: Partly Cloudy PM Mark Flynn Temperature: ° F Type of Inspection: Inspection Coverage: ❑ Continuous ❑ Masonry ❑ Rebar Placement ❑ Founclations ❑ Special Cases: � Periodic �Welding � Bolting ❑ Concrete Placement ❑ Fireproofing ❑ Piles & Piers ❑ Tendon Placement ❑ Soils Did the architect or engineer authorize changes to City-approved plans? ❑ Yes (Listed Below) ❑ No Description and location of work campleted: 1) Screen wall plate fillet welds to tube steel column and bar�oist at Roof LPvel Grid E3-�C 6 to North revised detail 11/501 bottom side now completed. No discrepancy noted 2) Outstanding discrepancy on Report#1 10-17-14 tek fasteu�ers now installed from �:hannel to light gauge metal stud Grid B-C 6 to North detail 4/S502. No discrepancy noted 3} Outstanding discrepancy on Report#1 10-17-14 tek fasteners now installed from deck support angle to light gauge metal stud Grid B-C 6 to North detail 7/S502. No discrepanc,y noted 4) Outstanding discrepancy on Report#1 10-17-14 Tube steel fillet welds�t Grid C-D 1-2 detail 1/S502 welds now installed at west cantilever end. 5) A325 1/2", 5/8"and 3/4" hexhead bofts at premanufactured building, snug tight, pliie�in dire�t contad with full nut engagement present. _ _ -------______ List tests pe�Formed: Visual • Are there any discrepancies noted from this day's observati�nns? Yes ❑ No � • Are there any outstanding discrepancies on this project? Yes ❑ No � � If yes, see attached Summary Sheet. ■ Report given to Contractor: Yes � No ❑ To the best of our knowtedge, work inspected was done in ac�ordance with the approved plans, specifications, and applicable woricmanship provisions of the current IBC, except as noted abov�e. Signed: �-��-— Graham, Dan Date: 11-03-14 Print Full Name: Daniel P. Graham I.D. No.: 1054095 S18S2 �� Issue Date: 2013/01l01 Rev No.: 0 ,��.. s^ Summary of Discrepancies Needirag Correction or Review by the Design Engineer or Architect ProjectName: Orono Police Department Expansion B14-05902 Structural Steel Proj�ct Address: 2730 Kelly Parkway,Orono,MN. PM Mark Flynn The following items must be reviewed by the engineer and/ar correr,ted andlor insp�ected before work can continue in the area. Rep�rt No. Report Descripti�un Resolution to O/C Status Date Discre anc *1) Various random locations tek fasteners mis:sing/not �stalled and closed 11-03- 1 10-17-14 installed from channel to light gau�;e metal stud Grid B-C 6 to completed 14 No�th detail 4/S502. *2) Various random locations tek fasteners missing/not installed and closed 11-03- 1 10-17-14 installed from deck support angle to�light gauge metal stud Grad completed 14 B-C 6 to rdorth detzil 7/5502. 1 10-17-14 "3) Tube steel fillet welds at Grid C-D 1-2 detail 1/S502 welds installed and closed 11-03- missing at west can�tilever end. completed la