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Home My WebLink About22 BRAUN INTERTEC Letter of Transmittal 22 The Science You Build On. Client: Stillwater Area Public Schools Project No: B1602671 Project Name: Stillwater High School Renovations and Additions Date: August 18, 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 Daily Reports Reports 38-42 Special Inspections Reports 43-57 (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 Special Inspection Daily Report 43 INTERTEC a 1826 Buedde Road Client Prcisct Saint Paul,Md 55110 Phone:651-487.3245 Stillwater Area Public Schools 81602671 1381 North Ria Sheet Stillwater High School Renowdions and Maims St Paul,Irl 55117 Stillwater 8L O N Oak Park Heights,trl Activity Dab:07/25/2016 City of:Oak Park Heights Report Number:43 Technician:Matheson,Kyle Braun Intertec PM:Mark Flynn Weather:Clear 85 Coverage Frequency Notes Concrete Construction Periodic Reinforcement and concrete placement Architect/engineer authorized charges to approved plans?:No Work Completed Description: Observed reinforcement and concrete placement of footings at grids C•-7.9•to C•-5.6*,B'-10.8`to B`-7.1*,foundation wall*4-27 to*4- 26,FF-26 to JJ-26,and JJ-26 to KK-25.Cemstone footing mix 3067 and wall mix 4666 was placed by pump and consolidated by mechanical vibration.Cast 1 set of concrete cylinders for each mix placed for laboratory analysis. Tests Performed: Concrete test sets#55 and 56 Outstanding discrepancies on this project?:Yes Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. 411111 ICC Certification #: 8254814 Page 1of2 I 1 BRAUN Special Inspection Daily Report 43 INTERTEC The&NueeYwluldO.. 1826 Buerkle Road Client Project: Saint Paul,MV 55110 Phone:651-487-3245 Stillwater Area Public Schools B1602671 1381 North Rice Sheet Stillwater High School Remotions and Additions St Paul,MV 55117 Stillwater BLVD N Oak Park Heights,WN Activity Discrepancy Open Discrepancies Forum Special Inspections Activity#:41 Activity Date:07/21/2016 Discrepancy Number:59 Discrepancy Description:Wrong embeds at BP 9 locations. Page 2 of 2 BRAUN Special Inspection Daily Report 44 INTERTEC 1826 Buerae Road Clime Project: Saint Paul,Md 55110 Phone:651-487-3245 Stillwater Area Public Schools B1602671 1381 North Rice Street Stillwater High School Renovsios and Additions St Paul,NN 55117 Stillwater BLVD N Oak Park Heights,M Activity Date:07/26/2016 City of:Oak Park Heights Report Number.44 Technician:Matheson,Kyle Braun Intertec PM:Mark Flynn Weather.Partly cloudy 85 Coverage Frequency Notes Concrete Construction Periodic Reinforcement and concrete placement Architect/engineer authorized changes to approi ed plans?:No Vlbrk Completed Description: Observed reinforcement and concrete placement of fc • at grids D*-6*to D*-3.7*,C*4.7*,C*-4*,B*-5.9*to B*-4*,A*-7.1*,K- 5.8*,piers C*-7.1*,B*-7.1*,FF.5-25.1,JJ-25.1,JJ-26,KK- and KK-25.Gemstone wall mix 4666 and footing mix 3067 was placed by pump and consolidated by mechanical vibration.Cast 1 set of concrete cylinders for each mix placed.Concrete placement scheduled for 2:30 and hed back to 4:30 upon arrival. Observed proof rod on aggregate base using a fully loaded tandem axel dump truck See attachment for areas observed.Circled areas observed to have over an inch of deflection and recommended correcting.Other areas appeared to have little to no deflection or rutting. Tests Performed: Concrete test sets#57 and 58 Outstanding discrepancies on this project?:Yes Report discussed with and sent to contractor?:Yes Photos See SHS Proof Roll 7-26-16.pdf in the documents section at the end of this rePort To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. ICC Certification #: 8254814 Page 1 of 2 . , . • • • '`•..• ' , . . : : - . It ,,,,,,•,,,,... . . )`• / , , , , ,, 1 . i - . , I I 111 , „ .. . ,.. .'s, , / . N., . , . 'N''...,... / . fitiV. - f ••••:-..1., _a-) /...04111$1.41411rtft, it .., , S -, - * .r , i - Alb Al& ;S..4 cr .. 4- 11 V . — t i I e I 1 , 4) , 1 il L ..._....._ . ....__ i : .... : ; _ - _,... I : - --T tt2,_ . ., CI-) , ,, 4 4 I •• I /I , ,A r /. / • T ; - • --- ---t _i /: . . - i I .. ... 4 .. * . -..—– ' / I .. , „ , .? / ., . , . • • 1 ,. 1 ti ill • 7 -in " -.!.• 1, e .IS ,t i; ?' 1 ... . •1 , 4 , ; ' , • . 1 '41.' I I 1 ,, • . ;•:,,,,, .. ei. • t 1 I i• , I *•.•.„,_ , , , - (--...--) , „ • • B / i/ . m _ 2 ' - I. . . • • • • • ".: • .).? 1 / t4 , 4 i • • . . • 3 I I ''''' • •:le. :''''' • . , ,..:,--......4,••• , -14--4',-,V'-,*. • ,• • I' • . • • . II •. / / . . i . • I . t •I ti 0 144 14 14 li!I 1 il lli ii il il ii • J ,..;.... A • • r", 11 ill 0 li 1 11 . 1 ( tI kiiiii i' • - t ' . 4 i i , I Ig i . , 4 , 1 11 ll N 311 1 1V g . - - t: 1 • 1 z 1 1 I •,,,. - . . • 1 ! i • • . , ', .1. ,•,.. 1., • • i a. .I 4 I , ....,. 1 I , ,e a i el a) OPage 2 of 2 coN ill, i' I, Ili': 1 I If 7•1,,. 1;11i1, CI 1 I 11 I:i• PI :".*; 11111/1 ,,wp ., BRAUN Special Inspection Daily Report 45 INTERTEC The Science You Build On. 1826 Buerkle Road Client: Project: Saint Paul,MJ 55110 Phone:651-487-3245 Stillwater Area Public Schools B1602671 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,My 55117 Stillwater BL\,1:)N Oak Park Heights,Md Activity Date:07/27/2016 City of:Oak Park Heights Report Number:45 Technician:Matheson, Kyle Braun Intertec PM:Mark Flynn Weather:Cloudy/rain 77 Coverage Frequency Notes Concrete Construction Periodic Reinforcement and concrete placement Architect/engineer authorized changes to approved plans?: No Work Completed Description: Observed reinforcement and concrete placement of piers at grids D*-5.9"to D"-3.7".Cemstone concrete mix 4666 was placed by bucket and consolidated by mechanical vibration.Cast 1 set of concrete cylinders for laboratory analysis. Observed proof roll on aggregate base using a fully loaded tandem axel dump truck.Approximately 60'x80'area with rutting and deflection over the industry standard 1".Informed geo engineer Steve Martin and it was recommended to excavate at an additional 8"of aggregate base.Area corrected but 2nd proof roll was not observed due to paving taking place same day.Other areas observed appeared to have to no deflection or rutting.See attachment for area observed and circled area of approximate location of recommended correction. Tests Performed: Concrete test set#59 Outstanding discrepancies on this project?:Yes Report discussed with and sent to contractor?:Yes Photos See SHS Roll Test 7-27-16.pdf in the documents section at the end of this report. 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. ICC Certification #: 8254814 Page 1 of 3 Ns. j� : 1, \ 4q�yry'�' \ ''a se\ sge f \ se 1i / N sse \ S.7 ' j • t_ r t- 1 1 ' -,N, A... 1 w _ � / / rev • , ig r • s i -'c`, / C i LL / f f ��4 r I i ...3 i ` .( / Id *s I / 11' r f t • • \\I ! / .a , `'� p. iii li 1 ii it _ 2t i, p wil L; ter„ I � f � �� :*. I '! /t� 1 9 III f r r 4 �>/,), i ��C YL i C\\ A u. !, R .� \ r _ ,JJ._ r X25 fII tit , , ., L II - 1..) yt ' t Z • 1 i o',-.., _ -.._'.\'�.\x•••-••Ot.LIN. Cl X +V•Z ..,'} y al i 4i . I _, 0 S v , 1` 1 i'ifi ^n o= ^ Page 2 of 3 o n A Z BRAUN Special Inspection Daily Report 45 INTE RTEC The BdemeYoe Build On. 1826 Bueride Road aient: Project: Saint Paul,MJ 55110 Phone:651-487-3245 Stillwater Area Public Schools B1602671 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,NN 55117 Stillwater BLVD N Oak Park Heights,My Activity Discrepancy Open Discrepancies Form Special Inspections Activity#:41 Activity Date:07/21/2016 Discrepancy Number:59 Discrepancy Description:Wrong embeds at BP 9 locations. Page 3 of 3 BRAUN Daily Field Notes • IN'TERTEC 1826 Buedde Road orient Project: Saint Paul,NN 55110 Phone:651-487-3245 Stillwater Area Public Scuds B1602671 1381 North Rice Street Stillwater High School Reno alons and Additions St Paul,FM 55117 Stillwater BOA)N Oak Park Heights,AN Activity Date:07/28/2016 PM:Mark Flynn Report Number:37 Temperature:78 Technician:Thomas,Nathaniel Mather:Cloudy Services Performed:Soil Density Testing/Cylinder Pickup/Other Describe Other:Bituminous Sample Density Testing Method:Nuclear-ASTM D6938 Areas Tested:Wall Backfill/Other Number of tests performed:5 Tests that met density requirements:5 Tests that did not meet density requirements:0 Tests with results pending:0 Fill source:Unknown Type and source of imported fill: Contractor notified of test results:Yes Remarks/Comments 1Mere all scheduled activities completed:Yes Were there any delays affecting our activities:No Report emailed to client or contractor:No General Comments:Performed nuclear density testing.All tests appeared to meet project specifications. Tomas,Nathaniel Nathaniel Thomas Page 1 of 1 BRAUN Special Inspection Daily Report as INTERTEC 1826 Busdde Road Client: Pray Saint Paul,AM 55110 Phone:651-487-3245 Stillwater Area Public Schools 81602671 1381 North Rice Street Stith ater High School Renovations and Additions St Paul,M4 55117 Stiirwtsr BLD N Oak Park Heights,AM Activity Date:07/29/2016 City of:Oak Park Heights Report Number:46 Technician:Matheson,Kyle Braun httertec PM:Mark Flynn Weather:Clear 63 Coverage Frequency Notes Masonry Construction Periodic Reinforcement Architect/engineer authorized changes to approved plans?:No V1,rk Completed Description: Observed reinforcement of CMJ wall at grids C.38-1.2 to C.38-4.2 at elevation 108'.Cast 1 set of mortar cylinders for laboratory analysis. Performed nuclear compaction tests on interior and exterior wall backfill at grids HH-25 to HH•28.Tests taken appeared to meet compaction specs. Tests Performed: Masonry observations Mortar test set#1 Nuclear compaction tests Outstanding discrepancies on this project?:Yes Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. ICC Certification #: 8254814 Page 1 of 1 BRAUN Special Inspection Daily Report 47 INTERTEC The 5deKeYou kind On. 1826 Buerlde Road Geri: Project Saint Paul,Nd 55110 Phone:651487-3245 Stillwater Pres Public Schools B1602671 1381 North Rice Street Stillwater High School Renoretions and Pdditions St Paul,NN 55117 Stillwater BLVD N Oak Park Heights,Nd Activity Date:08/01/2016 City of:Oak Park Heights Report Number:47 Technician:Matheson,Kyle Braun Intertec PM:Mark Flynn Mather:Mostly Cloudy 80 Coverage Frequency Notes Masonry Construction Periodic Reinforcement and grout placement Architect/engineer authorized changes to approaed plans?:No Work Completed Description: Observed reinforcement and grout placement of CMU wafts at grids E.08-11 to E.08-9 and E.08-9 to E-9 at elevation 100'Spec mix grout mixed on site from grout tower and placed by buckets. Tests Performed: Masonry observations Outstanding discrepancies on this project?:Yes Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. ICC Certification #: 8254814 Page 1 of 1 BRAUN Special Inspection Daily Report 48 INTERTEC 1826 Buerlde Road Client Prajeat: Seat Paul,M4 55110 Phone:651-487-3245 Stillwater Area Public Schools B1602671 1381 North Rice Street Stillwabr High School Reno%ations and Additions St Paul,MV 55117 Sliiweter BUD N Oak Park Heights,ts,im Activity Date:08/02/2016 City of:Oak Park Heights Report Number.48 Technician:Matheson,Kyle Braun Mteertec PM:Mark Flynn VVeather:Mostly cloudy 73 Coverage Frequency Notes Masonry Construction Periodic Reinforcement and grout placement Architect/engineer authorized changes to approaed plans?:No Work Completed Description: Observed reinforcement and grout placement of CMJ waw at grids C.2-5.5 to C.35-5.5 at precast bearing elevation.Spec mix grout mixed on site,placed by buckets,and consolidated by mechanical vibration.Cast 1 set of grout prisms for laboratory analysis. Tests Performed: Masonry observations Grout test set#1 Outstanding discrepancies on this project?:Yes Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. ICC Certification #: 8254814 Page 1 of 1 BRAUN Special Inspection Daily Report INTERTEC 11001 Hampshire A.enue S Ghent: Project: Mnneapolis,Md 55438 Phone:952-995-2000 Stillwater Mea Public Schools B1602671 1381 North Rice Street Stillwater High School Renmetions and Additions St Paul,Md 55117 Stillwater BLED N Oak Park Height,MV Activity Date:08/03/2016 City of:Oak Park heights,MN Report Number:49 Technician:Gross,Jason Braun Intertec PM:Mark Flynn Mather:Sunny 78 Coverage Frequency Notes Special Cases Continuous Masonry Construction Continuous Architect/engineer authorized changes to appraed plans?:No Work Completed Description: Observed epoxy anchors for dowels between footing,foundation wall and masonry wall Grid 1.05-4.5 to D.6-4.5,D.25 to D.6-4.2 to 4.5. Contractor placed reinforcing athe 48"O.C.rather than 16"O.C. Braun spoke with Jared Olson(SER)who said they need 9"embedment for epoxy anchor#5 rebar dowels in this area.(see epoxy anchors checklist). Observed reinforcing and grout placement for masonry wall Grid C.4 to C.5-4.3 to 4.5.elevation 108 to 112. Tests Performed: Measured hole depth Visual Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes Photos See Epoxy Anchor Checklist(1).pdf in the documents section at the end of this report. Epoxy anchor checklist To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. :7404-s-/7" ICC Certification#:5307203 Page 1 of 2 BRAUN Adhesive Anchors Inspection Checklist , I NTE RTEC for Concrete & Masonry Special inspection shall be in compliance with Section 1701 of the UBC and Section 1704 of the IBC as described below(see Structural Drawings for inspection requirements). Project Name: Stillwater high school Weather: Sunny Air Temperature: 82 (°F/°C) Product Name/Manufacturer: Hillti hit hy200 Lot No.: 0505091.2 ICC-ES Report No.: 3187 Adhesive Expiration Date: 2 / _ / 2017 O Specified Dispenser C3 Specified Mixer o Discard Initial Adhesive: 3 (#trigger pulls) a Adhesive Temperature: 78 (°F/°C) Gel Time: 4 min. Cure Time: 30 min (per manufacturers installation instructions) Type: O All-Thread ❑Internally Threaded O Torque-Controlled 0 Rebar O Other Material: C)Standard O Stainless Steel OHigh Strength Steel Grade/Coating: 60 Length: 60 (in/mm) Rod Diameter: ❑3/8" O 1/2" I:3 5/8" ❑3/4" ❑7/8" O 1" la 1 1/4" Rebar: 0#3 ❑#4 El#5 ❑#6 ❑#7 O#8 ❑#9 ❑#10 O#11 O Other Base Material Type: 0 NW Concrete O LW Concrete ❑Brick O CMU O Other 0 Base Material Strength: O 2000psi 0 3000psi 04000psi ❑Other Base Material Thickness: 12„ (in/mm) Base Material Temperature: 65 (°F/°C) 1 " Drill Bit Diameter: 3/4" (in/mm) Hole Depth: 9.. (in/mm) c 'E (core bit diameter,if approved) fp 3 Drill Bit Type: v Carbide-Tip Drill Bit O Diamond Core Bit 0 Other v (ANSI B212.15-1994) (If appropriate and allowed) = Hole Condition: 0 Dry 0 Water Saturated ❑Water Filled U Under Water tzHole Cleaning: 0 Compressed Air 0 Hand Pump l Wire brush ❑Nylon Brush O Other Hole cleaning in accordance with manufacturers'printed installation instructions: O Yes O No O Anchor Application:(please check all that apply) 0 Tension D Shear O Overhead ❑Other Anchor Insertion: IZI Twisting motion ❑ Annular gap filled with adhesive C'�Air void free injection Anchor Spacing: 16 (in/mm) Edge Distance: 4' (in/mm) Embedment /mm) Installation Torque(if required): (ft-lb/Nm) Completed by: (Signature) Date: 8/3/2016 Jason L.Gross (Print) Page 2 of 2 w:\FORMS\FORM-Adhesive Anchors Inspection Checklist for Concrete&Masonry Issue Date: 2016/07/20 Rev.: 2 I BRAUN Daily Field Notes INTERTEC 1826 Buedde Road Chem: Project: Saint Paul,Md 55110 Phone:651-487-3245 Stillwater Area Public Schools B1602671 1381 North Rice Street Stillwater High School Remotions and Additions St Paul,M'1 55117 Stillwater BL W N Oak Park Heights,NN Activity Date:08/03/2016 PM:Mark Flynn Report Number:38 Temperature:90 Technician:Thomas,Nathaniel Weather:Partly Cloudy Services Performed:Concrete Testing Concrete Testing Proposed total yardage:30 Areas Tested:Pavement placement location:West side parking lot pavement between curbs. Fresh concrete tests perfumed:Temperature/Slump/Air Content/Cast Cylinders Contractor notified of test results:Yes Remarks/Comments Were all scheduled activities completed:Yes Were there any delays affecting our activities:No Report emailed to Went or contractor:No General Comments: Observed concrete pour for pavement between curbs.Tested concrete for slump/air/temp and casted cylinders for compressive strength.All tests appeared to meet project requirements. Thomas.Nxhauel Nathaniel Thomas Page 1 of 1 • BRAUN Daily Field Notes INTERTEC 1826 Buedde Road Client Prcjact: Saint Paul,bN 55110 Phone:651-487-3245 Stillwater hes Public Schools 81602671 1381 North lice Street Stillwater High School Reno lions and Additions St Paul,IN 55117 Stillwater BOO N Oak Park Heights,Md Activity Dake:08/05/2016 PM:Mark Flynn Report Number.39 Temperature:64 Tedwtidan:Thomas,Nathaniel Weather:Sunny Services Performed:Concrete Testing Concrete Testing Proposed total yardage:10 Areas Tested:Pavement placement location:Sidewalk running along the North side of grids RA to RB. Fresh concrete tests performed:Temperature/Slump/Air Content/Cast Cylinders Contractor notified of test results:Yes Remarks/Comments Were all scheduled activities completed:Yes IMare there any delays affecting our activities:No Report emailed to client or contractor:No General Comments: Observed concrete pour for sidewalk along grids RA to RB.Tested concrete for slump/M./temp and casted cylinders for compressive strength.All tests appeared to meet project requirements. Thomas,Nathaniel Nathaniel Thomas Page 1of1 BRAUN Special Inspection Daily Report INTERTEC The Science You Build 0. 11001 Hampshire A"enue S Client: Project: Mnneapolis,M1 55438 Phone:952-995-2000 Stillwater Area Public Schools B1602671 1381 North Rice Street Stillwater High School Remetions and Additions St Paul,MV 55117 Stillwater BLVD N Oak Park Heights,MJ Activity Date:08/05/2016 City of:Oak Park heights,MN Report Number:50 Technician:Gross,Jason Braun Intertec PM:Mark Flynn Weather:Partly Cloudy 70 Coverage Frequency Notes Masonry Construction Continuous Architect/engineer authorized changes to approtied plans?:No Work Completed Description: Observed reinforcing and grout placement for masonry wall Grid C.4 to C.5-4.3 to 4.5 elevation 128 to 132. Tests Performed: Visual Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. ICC Certification it 5307203 Page 1 of 1 BRAUN Special Inspection Daily Report 51 INTERTEC The SdeoeeYoe IMMO. 1826 Buedde Road Client Prajact: Saint Paul,AN 55110 Phone:651-487-3245 Stillwater kW Public Schools 81602671 1381 North Rice Street Stillwater High School Renowdions and Additions St Paul,WM 55117 Stillwater BLVD N Oak Park Heights,MJ Activity Date:08/08/2016 City of:Oak Park Heights Report Number:51 Technician:Matheson,Kyle Braun lntertec PM:Mark Flynn Weather:Sunny 74 Coverage Frequency Notes Masonry Construction Periodic Reinforcement Architect/engineer authorized changes to approved plans?:No Work Completed Description: Observed reinforcement prior to grout placement of CMJ wall at grids D.05-4.5 to D.6-4.5 at elevation 104'. Tests Performed: Masonry observations Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. ICC Certification #: 82548144`" Page 1 of 1 BRAUN Special Inspection Daily Report 52 INTERTEC The Science You ldIAOn. 1826 Buedde Road Client Project• Saint Paul,MJ 55110 Phone:651-487-3245 Stillwater Area Public Scuds B1602671 1381 North Rice Street Stillwater High School Renoretions and Additions St Paul,Nhl 55117 Stillwater BLVD N Oak Park Height,MJ Activity Date:08/09/2016 City of:Oak Park Heights Report Nterber:52 Technician:Matheson,Kyle Braun Intertec PM:Mark Flynn Weather:Mostly cloudy 75 Coverage Frequency Notes • Masonry Construction Periodic Reinforcement and grout placement Architect/engineer authorized changes to apps ed plans?:No Work Completed Description: Observed reinforcement and grout placement of CMU wall at grids D.26-4.25 to D.6-4.25 and D.26-4.25 to D.26-4.5 at elevation 104'. Spec mix grout mixed on site,placed by buckets and consolidated by mechanical vibration. Observed anchor bolts on Zone 12 that were not at correct projections or embedment.See discrepancy. Discrepancy Description: Anchor bolts at grids B*-10.3*2 bolts with 4"projection;at grids FF-7.1*2 bolts with only 4"projection;at grids FF.3-25.1 1 bolt with 7" projection,at grids KK-26 1 bolt with only 4"projection;at grids KK-25 2 bolts with only 4.5"projection. Tests Performed: Masonry observations Outstanding discrepancies on this project?:Yes Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. ICC Certification #: 8254814 Page 1 of 2 BRAUN Special Inspection Daily Report 52 INTERTEC The&dwwYou Build Oe. 1826 BueMe Road Client Project Saint Paul,AM 55110 Phone:651-487-3245 Stillwater Area Public Schools B1602671 1381 North Rice Sheet Stillwater High School Relolations and Additions St Paul,AM 55117 StiRwMsr BOO N Oak Park Heights,AM Activity Discrepancy Open Discrepancies Form Special hspections Activity#:41 Activity Date:07/21/2016 Discrepancy Number:59 Discrepancy Description:Wrong embeds at BP 9 locations. Form Special hspections Activity#:52 Activity Date:08/09/2016 Discrepancy Number:58 Discrepancy Description: Anchor bolts at grids B*-10.3*2 bolts with 4"projection;at grids FF-7.1*2 bolts with only 4"projection;at grids FF.3-25.1 1 bolt with 7" projection,at grids KK-26 1 bolt with only 4"projection;at grids KK-25 2 bolts with only 4.5"projection. Page 2 of 2 II BRAUN Special Inspection Daily Report 53 ' INTERTEC 1826 Buerlde Road Chert Project Saint Paul,M•155110 Phone:651-487-3245 Stillwater Area Public Schools B1602671 1381 North Rice Street Stillwater ligh School Renovations and Aditions St Paul,MV 55117 Stillwater BLVD N Oak Park Heights,M'l Activity Date:08/10/2016 City of:Oak Park Heights Report Number:53 Technician:Matheson,Kyle Braun Intertec PM:Mark Flynn Weather:Partly cloudy 78 Coverage Frequency Notes Masonry Construction Periodic Reinforcement and grout placement Architect/engineer authorized changes to apprcwed plans?:No Work Completed Description: Observed reinforcement of CIvi1 wall at grids D.26-4.2 to D.6-4.2 at elevation 112'.Spec mix grout mixed on site,placed by buckets,and consolidated by mechanical vibration. Spoke with SER about anchor bolt discrepancy noted in previous days report.Embedment depths and projections are acceptable and discrepancy of anchor bolt placement can be closed. Tests Performed: Masonry observations Outstanding discrepancies on this project?:Yes Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. 1111111111111 ICC Certification #: 8254814 Page 1 of 2 BRAUN Special Inspection Daily Report 53 INTERTEC 1826 Buer de Road Curt Prajset Stint Paul,PM 55110 Phone:651-487-3245 Stillwater Area Public Schools B1602671 1381 North liioe Street Stillwater Kph School Renoudions and Additions St Paul,NN 55117 Stillwater BLVD N Oak Perk Heights,AM Activity Discrepancy Open Discrepancies Form Special inspections Activity#:41 Activity Date:07/21/2016 Discrepancy Number.59 Discrepancy Description:Wrong embeds at BP 9 locations. Closed Discrepancies Form Special Inspections Activity#52 Discrepancy Number:58 Activity Date:08/09/2016 Status:Closed Discrepancy Description: Anchor bolts at grids B*-10.3`2 bolts with 4"projection;at grids FF-7.1*2 bolts with only 4"projection;at grids FF.3-25.1 1 bolt with 7" projection,at grids KK-26 1 bolt with only 4"projection;at grids KK-25 2 bolts with only 4.5"projection. Resolution Date:08/10/2016 Resolution Description:SER approved anchor bolt projections and embedment depths. Page 2 of 2 BRAUN Special Inspection Daily Report 54 INTERTEC The Science You Build On. 1826 Buerkle Road orient: Project: Saint Paul,ARV 55110 Phone:651-487-3245 Stillwater Area Public Schools B1602671 1381 North Rice Street Stillwater High School Renovations and Additions St Paul,ARV 55117 Stillwater BLVD N Oak Park Heights,MV Activity Date:08/12/2016 City of:Oak Park Heights Report Number:54 Technician:Matheson, Kyle Braun Intertec PM:Mark Flynn Weather:Partly cloudy 75 Coverage Frequency Notes Masonry Construction Periodic Reinforcement Architect/engineer authorized changes to approved plans?: No Work Completed Description: Observed reinforcement of CMU wall at grids D.26-4.2 to D.6-4.2 at elevation 124'. Observed proof roll on aggregate base of South drive,trails and parking using a fully loaded tandem axel dump truck.Aggregate base still in the process of being placed on trails at NW corner of stadium.Appeared to be minor to no deflection.See attachment of areas observed.South edge parking stalls along new athletic fields was not observed due to corrections being performed. Tests Performed: Masonry observations Proof roll Outstanding discrepancies on this project?:Yes Report discussed with and sent to contractor?:Yes Photos See Proof Roll 8-12-16.pdf in the documents section at the end of this report. 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. ICC Certification #: 8254814 Page 1 of 2 • I u \ 1 _moi O...�r� `..,,, , , I. i- 1 *1 I fi A : ' 1 .qa ,� �. • l' '• � \` ' , _ . ... n• : 1 . • cn0 .., 0 0 ` � V \ t 1 1i , ,_' I®, I1j �� 1 �, I 1 til" �, _�v ,:Iii C ct, , .i.. R : :. ,+ i l ::;:.i. /r 1 J' _ . i + � t pp Q;;,, } As :i 0 `\i � i i orib \\ CU 0 COO 1 i } i 1 , Ta t g ‘ \ 0 i fo if� w .� N X71 ID W . He I`I. • 03 0 Y ( + 4 � � � ` A Page 2 of 2 X i BRAUN Daily Field Notes • INTERTEC 1826 Buerlde Road alert: Project: Saint Paul,nM 55110 Phone:651-487-3245 Stillwater Area Public Schools B1602671 1381 North Rice Street Stillwater High School Reraretions and Additions St Paul,M 155117 Stillwater BLVD N Oak Park Heights,MJ Activity Date:08/15/2016 PM:Mark Flynn Report Number:40 Temperature:70 Technidan:Matheson,Kyle Mather:Mostly sunny Services Performed:Concrete Testing/Proof Roll Concrete Testing Proposed total yardage:50 Areas Tested:Other Describe other areas tested:Precast topping placement location:Zone 10 on 2nd level Fresh concrete tests performed:Temperature/Slump/Air Content/Cast Cylinders Contractor notified of test results:Yes Remarks/Comments Ware all scheduled activities completed:Yes Ware there any delays affecting our activities:No Report emailed to client or contractor:No General Comments: Observed proof roll on awregate base on South edge of drive adjacent to new fields from loading dock to drainage rock using a loaded single axel dump truck.Aweared to be minor to no deflection orrutting. Observed the placement of precast concrete topping on level 2 in zone 10.Gemstone mix P4595M with fibers was placed using a pump and buggy.Cast 1 set of concrete cylinders for laboratory analysis. Concrete test set#62 Kyle Matheson Page 1 of 1 BRAUN Special Inspection Daily Report 55 INTERTEC 1826 Busdde Road Client Preisct: Saint Paul,AN 55110 Phone:651-487-3245 StiliwaterArea Public Schools B1602671 1381 North Rae Street Stillwater high School Renovations and Additions St Paul,NN 55117 Stillwater BLD N Oak Park heights,MJ Activity Date:08/16/2016 City of:Oak Park Heights Report Number.55 Technician:Matheson,Kyle Braun lntertec PM:Mark Flynn Weather:Mostly cloudy 82 Coverage Frequency Notes Masonry Construction Periodic Reinforcement and grout placement Arctitect/engineer authorized changes to approved plans?:Yes Work Completed Description: Observed reinforcement and grout placement of CMU wal at grids D.04-4.5 to D.2-4.5 at elevation 108'.Spec mix grout was placed by buckets and consolidatedmechanical vibration. Spoke with Jared Olson(SER)about placing epoxy dowels into precast for 2nd level CMU wail at grids E-5.7 to E.2-5.7.Precast planking was grouted solid and hook dowels could not be placed per detail 10/361.Received verbal confirmation from Jared that it was acceptable to place dowels with a 5"embedment using Hit approved epoxy. Tests Performed: Masonry observations Outstanding discrepancies on this project?:Yes Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. ICC Certification #: 8254814 Page 1 of 1 1 1 BRAUN Daily Field Notes INTERTEC 1826 Buerkle Road orient Project: Saint Paul,MV 55110 Phone:651-487-3245 Stillwater Prea Public Schools B1602671 1381 North Rice Street Stillwater High School Renoretions and Pdditions St Paul,MV 55117 Stillwater BLW N Oak Park Heights,MV Activity Date:08/16/2016 PM:Mark Flynn Report Number:41 Temperature:72 Technician:Singer,Zach Weather:Partly sunny Services Performed:Concrete Testing/Cylinder Pickup Concrete Testing Proposed total yardage:30 Areas Tested:Sidewalks Placement location: 0'E to 33'E and 0'N to 6'N,33'E to 54'E 0'N to 9'N of the NE entrance to the football field closest to the tennis court.Sidewalk leading to door 21S and 22S along with the sidewalk between doors 21S and 22S by the road. Fresh concrete tests performed:Temperature/Slump/Air Content/Cast Cylinders Contractor notified of test results:No Remarks/Comments Were all scheduled activities completed:Yes Mire there any delays affecting our activities:No Report emailed to client or contractor:No General Comments: Preformed air entrainment,slump,temperature and cast one set of cylinders on Cemstone mix CPC0415.Tests taken appeared to meet specs. Zach Singer Page 1 of 1 BRAUN Special Inspection Daily Report 56 INTERTEC The Meow You U M On. 1826 Buedde Road Ciera Project Saint Paul,k4155110 Phone:651-487-3245 StilMwaterArea Public Schools 81602671 1381 North Rice Street Shwa r High School Reno ons and Additions St Paul,Md 55117 SWwatar BL%0 N Oak Park Heights,MJ Activity Date:08/17/2016 City of:Oak Park Heights Report Number.56 Technician:Matheson,Kyle Braun Intertec PM:Mark Flynn Mather:Partly sunny 65 Coverage Frequency Notes Special Cases Continuous Adhesive anchors Architect/engineer authorized changes to approved plans?:Yes Work Completed Description: Observed adhesive anchors placed into precast floor for CMJ wall on level 2 from grids E-5.7 to E.2-5.7.Holes appeared to be drilled, cleaned,and anchors placed in general accordance to MO specs and verbal approval from yesterdays discussion with Jared Olson (SER). Tests Performed: Adhesive anchor observations Outstanding discrepancies on this project?:Yes Report discussed with and sent to contractor?:Yes Photos See Epoxy Anchor Checklist 8-17-16.pdf in the documents section at the end of this report. To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. ICC Certification #: 8254814 Page 1 of 2 B RAM H Adhesive Anchors Inspection Checklist I NTE RTEC for Concrete & Masonry Special inspection shall be in compliance with Section 1701 of the UBC and Section 1704 of the IBC as described below(see Structural Drawings for inspection requirements). Project Name: Stillwater High School Weather: Partly Sunny Air Temperature: 65 (°F/°C) Product Name/Manufacturer: Hilti HIT-HY 200 A Lot No.: 084105L2 ICC-ES Report No.: 3187 Adhesive Expiration Date: 04 / / 2017 Cl Specified Dispenser ❑Specified Mixer 2 Discard Initial Adhesive: 2 (#trigger pulls) TS < Adhesive Temperature: 65 (°F/°C) Gel Time: 7 min Cure Time: 45 min (per manufacturers installation instructions) Type: ❑All-Thread ❑Internally Threaded ❑Torque-Controlled 0 Rebar ❑Other Material: LI Standard ❑Stainless Steel ❑High Strength Steel Grade/Coating: 60 Length: 70 inch (in/mm) Rod Diameter: ❑3/8" ❑1/2" ❑5/8" ❑3/4" ❑7/8" ❑1" ❑1 1/4" Rebar: ❑#3 Ll#4 El#5 ❑#6 ❑#7 ❑#8 ❑#9 ❑#10 ❑#11 ❑Other 0 Base Material Type: CI NW Concrete ❑LW Concrete ❑Brick ❑CMU ❑Other Base Material Strength: ❑2000psi ❑3000psi 04000psi Cl Other unknown/precast plank Base Material Thickness: 8.25 inch (in/mm) Base Material Temperature: 65 (°F/°C) t, Drill Bit Diameter: 3/4 inch (in/mm) Hole Depth: 5 inch (in/mm) c 'E (core bit diameter,if approved) ro Drill Bit Type: v Carbide-Tip Drill Bit ❑ Diamond Core Bit ❑Other CU (ANSI B212.15-1994) (If appropriate and allowed) 1 Hole Condition: v Dry ❑Water Saturated ❑Water Filled ❑ Under Water to Hole Cleaning: al Compressed Air ❑Hand Pump O Wire brush ❑Nylon Brush ❑Other c Hole cleaning in accordance with manufacturers'printed installation instructions: m Yes ❑No 0 Anchor Application:(please check all that apply) IBJ Tension 0 Shear ❑Overhead ❑Other 0 Anchor Insertion: El Twisting motion Cl Annular gap filled with adhesive ❑Air void free injection Anchor Spacing: 48 inch (in/mm) Edge Distance: (in/mm) Embedment(he): 5 inch (in/mm) Installation Torque(if required): (ft-lb/Nm) Completed by: (Signature) Date: 8/17/2016 Kyle Matheson (Print) Page 2 of 2 w:\FORMS\FORM-Adhesive Anchors Inspection Checklist for Concrete&Masonry Issue Date: 2016/07/20 Rev.: 2 BRAUN Daily Field Notes INTERTEC ? YO. 1826 BueiWe Road siert: Proi Saint Paul,Md 55110 Phone:651.487-3245 Stillwater Area Pudic Schools B1602671 1381 North Rice Street Stithwiter Fig,School Reno ons and Addition St Paul,M4 55117 Stitiviatier BL'.O N Oak Park Heights,AM Activity Date:08/17/2016 PM:Mark Flynn Report Number.42 Temperature:65 Technldan:Singer,Zech Weather:Foggy Services Performed:Concrete Testing/Cylinder Pickup Concrete Testing Proposed total yardage:6 Areas Tested:Sidewalks Placement location: 36'E to 45'E and 18'N to curb from door 18S.Also sidewalk entrance on the N side of the W entrance of the parking lot. Fresh concrete tests performed:Temperature/Slump/Air Content/Cast Cylinders Contractor notified of test results:No Remarks/Comments Were all scheduled activities completed:Yes IMare there any delays affecting our activities:No Report emailed to dient or contractor:No General Comments: Preformed air entrainment,slump,temperature and cast one set of cylinders,set 64,on Cemstone mix CPC0415.Tests taken appeared to meet specs. 7(4 Zech Singer Page 1 of 1 BRAUN Special Inspection Daily Report 57 ,INTERTEC 1826 Buedde Road 0 Project: Saint Paul,Md 55110 Phone:651.487-3245 Stillwater Area Public Schools B1602671 1381 North Roe Street Stillwater High School Renoretions and Additions St Paul,MV 55117 Std RAO N Oak Park Heights,M 1 Activity Date:08/18/2016 City of:Oak Park Heights Report Number:57 Technician:Matheson,Kyle Bract Intertec PM:Mark Flynn Mather:Clear 76 Coverage Frequency Notes Masonry Construction Periodic Reinforcement Architect/engineer authorized changes to approved plans?:No Work Completed Description: • Observed reinforcement after grout placement of CMU wan at grids E-5.7 to E.2-5.7 at elevation 125'6". Tests Performed: Masonry observations Outstanding discrepancies on this project?:Yes Report discussed with and sent to contractor?:Yes To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications and applicable workmanship provisions of the current BC,except as noted above. e ,,•0111161111.1111- 111"11111111111111111111111111 ICC Certification #: 8254814 Page 1 of 1