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4020 Old Sibley Mem Hwy - Plan Review 2014-09-04 5. P. # f3oc/b City of Eaali Mello TO: Scott Peterson, Building Inspections # 23 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: September 4, 2014 RE: Plan Review For: Four Paws Addition 4020 Old Sibley Memorial Hwy Lot 1 BIk 1 Four Paws Addition The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No Irrigation-Treatment Plant ❑ Yes 0 No Sewer/Water Permit Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters *° City of Eaall WeMo TO: Scott Peterson, Building Inspections # 23 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: September 4, 2014 RE: Plan Review For: Four Paws Addition 4020 Old Sibley Memorial Hwy Lot 1 Blk 1 Four Paws Addition The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes 0 No Tree Dedication ❑ Yes 0 No PRV Required ❑ Yes 0 No Irrigation-Treatment Plant ❑ Yes ❑ No Sewer/Water Permit ci iy//,E Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Eaaall Wefflo TO: Scott Peterson, Building Inspections # 23 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance - . Police F"OM: Mike Lence, Senio .wilding Inspector DATE: September 4, 2014 RE: Plan Review For: Four Paws Addition 4020 Old Sibley Memorial Hwy Lot 1 Blk 1 Four Paws Addition The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form to me. Comments: ena Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No Irrigation-Treatment Plant ❑ Yes ❑ Sewer/Water Permit Ctle Sign ture Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters . PAv9 City of Eaaall WeMo TO: Scott Peterson, Building Inspections # 23 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: September 4, 2014 RE: Plan Review For: Four Paws Addition 4020 Old Sibley Memorial Hwy Lot 1 Blk 1 Four Paws Addition The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form to me. nsio Ic'h [Z td Cay104- ci .� �c ' ).0v �7'niS4 Comfments:tega CUyu O e-ems.rrk� �Jk it-4-c4-.P ---M4 A C.6'6d�l rt.a3(--e-A ,iyA.` 'Vl?, /0 GLC N/ a-,a..-Lt rv�Qo . 7cay.e Co(cam l/ )L& J a_ k .. '.S ;s 061:41/4S -, (Co - s � tui Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ��No Landscape Security Required Zoning: 1— / ❑ Yes • No Water Quality Dedication Meter Size: ❑ Yes ,'No Park Dedication ❑ Yes 'd No Trail Dedication ❑ Yes i No Tree Dedication El Yes ❑ No PRV Required ❑ Yes ❑ No Irrigation-Treatment Plant ❑ Yes ❑ N Ce Sewer/Water Permit l a 1_Q__ 41,42(- �� V Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters *T. City of Eaall limo TO: Scott Peterson, Building Inspections # 23 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: September 4, 2014 RE: Plan Review For: Four Paws Addition 4020 Old Sibley Memorial Hwy Lot 1 BIk 1 Four Paws Addition The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No Irrigation-Treatment Plant ❑ Y, ❑ No SeweNWate •ermit ),"/I, v. ' ,__,/ ' 9-8—)4/ Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Eaaall WeMo TO: Scott Peterson, Building Inspections # 23 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: September 4, 2014 RE: Plan Review For: Four Paws Addition 4020 Old Sibley Memorial Hwy Lot 1 Blk 1 Four Paws Addition The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes Cl No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No Irrigation-Treatment Plant ❑ es No Sewer/Water Permit iltCitAl Sign ure Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Eaftall Yefflo TO: Scott Peterson, Building Inspections # 23 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: September 4, 2014 RE: Plan Review For: Four Paws Addition 4020 Old Sibley Memorial Hwy Lot 1 Blk 1 Four Paws Addition The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes No Landscape Security Required Zoning: ❑ Yes No Water Quality Dedication Meter Size: ❑ Yes No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes No Irrigation-Treatment Plant /2❑ Y73/- No Sewer/V\Pater Permit (-04 4y c ,d,,,,, for Signatur/ Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters i ay City of Eaaau veto TO: Scott Peterson, Building Inspections # 23 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: September 4, 2014 RE: Plan Review For: Four Paws Addition 4020 Old Sibley Memorial Hwy Lot 1 BIk 1 Four Paws Addition The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes El No Trail Dedication El Yes No Tree Dedication ❑ Yes No PRV Required ❑ Yes ❑ No Irrigation-Treatment Plant ❑ Yes ❑ No ',ewer/Water Permit Signature Date' r G:\Building Inspeo ions\FORMS\Commercial Bldgs Final & Plan Review Letters • 0** Mike Lence From: Mike Lence Sent: Wednesday, September 17, 2014 9:36 AM To: 'dave@woodstoneinc.com' Cc: Craig Novaczyk Subject: Four Paws Addition Dave, Having reviewed the submittals for the above subject the following items need to be addressed. Provide a soils test for the area of the addition.The report provided was for the original building and no borings were located in the subject area. - •_ •- : - _ - - '. I R eV6• ' -5 te ,F-- tA Submit a Specials Inspections and Testing Schedule with signatures of the testing agencies for the items called out on Sheet SO of the drawings. ✓4. Provide a Met Council SAC determination letter. \5. Provide Ashrae Standard 90.1-2004 compliance forms for HVAC and Lighting. Please contact me with any questions. Sincerely, Mike Lence I Senior Building Inspector I City of Eagan41' City Hall 3830 Pilot Knob Road 1 Eagan,MN 55122 1(651)675-56761(651)675-5694(Fax)I mlence(a)cityofeagan.com C of Ewell THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. 1 Mike Lence From: Nick Johnson <nickj@woodstoneinc.com> Sent: Tuesday,April 21, 2015 11:05 AM To: Dave Kammueller jr; Mike Lence Subject: RE: Four Paws Addition Attachments: SAC Determination Letter.pdf; Draft Boring Logs.pdf;4Paws special inspections.pdf Good Morning Mike, Attached are the documents you requested that pertain to items 1, 3, and 4 below.. The owner has decided not to install skylights,so we have not included any information for item 2 on your list Finally, this project will be design build for the mechanical and electrical sections. Ace Electrical Contractors and Associated Mechanical will be supplying the information you requested when they turn in for their permitting. I will drop off all of these items in duplicate to you at the end of the day today as well, Mike. If you aren't there I will leave them with the folks at the front desk. Thanks, Nick Johnson Assistant Project Manager Woodstone Builders, Inc. 9333 Penn Ave South Bloomington, MN 55431 0:952-808-8662 F:952-808-8717 From: Dave Kammueller jr Sent: Tuesday, April 21, 2015 9:54 AM To: Nick Johnson Subject: FW: Four Paws Addition Get all of this put together and turned into the city Thank You! Dave Kammueller jr Woodstone Builders email:dave@woodstoneinc.com cell:651-341-1361 office:952-808-8662 From: Mike Lence [mailto:MLence@cityofeagan.com] Sent: Wednesday, September 17, 2014 9:36 AM To: Dave Kammueller jr Cc: Craig Novaczyk Subject: Four Paws Addition 1 • Pam Dudziak From: Steve Knutson <SKnutson@dsgw.com> Sent: Friday, September 19, 2014 4:36 PM To: Pam Dudziak; 'Dave@woodstoneinc.com' Cc: Mike Lence Subject: RE: Four Paws -4020 Old Sibley Memorial Hwy Pam, Good afternoon hopeful an informal response via email will suffice on the below items. On the parking calculation,the building area being provided is only being constructed to put roof over existing outdoor dog run area to eliminate need for snow removal in the winter.The Four Paws staffing and number of dogs utilizing the facility will not be increased,therefore we had not planned for any increased parking, as we are effectively continuing programmatic use of existing space but with roof overhead. On the exterior wall panels the finish is to be a sand texture which is similar in finish and appearance to a EIFS or stucco finish.The color provided is to match the existing structure-(primary building tan color) I have attached one sample photo from the product suppliers website also a product link below for your consideration.Additionally with the heavy surrounding tree and vegetation coverage visibility to the new addition will be very limited as is view to the existing facility at present condition. / T XtureWa i'Pane Walli System j r f ' FoAtit . ,. r4 tnstatAnc 0-4 „ to Enlarge Product Snapshot http://www.butlermfg.com/products systems/wall systems/texturewall/ Please let me know if there is further information or discussion that needs to be addressed on these items.Thank you for your time. Steve Knutson,NCARB,LEED AP BD+C I Designer/Project Manager DSGW Architects 3479 Lake Elmo Ave, Lake Elmo MN 55042 218.727.2626 main 1651-894-6494 direct 1651.383.7566 cell www.dsgw.com ds Duluth Grand Rapids Virginia Twin Cities 1 This t"'r oll r;essaae,including uding u,.j attachments,is for the bole use of the intended reciaient(s)and may contain confidential and privileged information, Any unauthorizede '^, . US',disclosure of distribution is prohibited, you ore not the intended recipient,t �je�S;contact the sender by reply esmdil and destroy all COPieS or the original'?'essaOe. From: Pam Dudziak [mailto:pdudziak@cityofeagan.com] Sent: Friday, September 19, 2014 3:33 PM To: 'Dave@woodstoneinc.com'; Steve Knutson Cc: Mike Lence Subject: FW: Four Paws-4020 Old Sibley Memorial Hwy I am reviewing this building permit application for zoning compliance and have a couple questions. Please provide more detail and explanation of the proposed textured wall panel system. This City's exterior finish materials ordinance does not allow metal sided buildings. This building predates that ordinance, and is finished with lap siding and CMU. The ordinance provides that expansions of existing non-conforming non-metal buildings "shall be constructed of compatible material and color to the existing nonconforming structure." Also, please address the amount of parking on the site. There are currently 21 stalls, a ratio of one per 340 s.f.of building. While the City Code does not have a specific minimum parking requirement for kennels,the proposed expansion is a 30%expansion of the existing building size, which at the same ratio of 1/340,would warrant an additional 6 stalls. Please address why a corresponding parking addition is not part of the proposal. Thank you, Pam Dudziak Pamela Dudziak I Planner I City of Eagan City Hall 13830 Pilot Knob Road I Eagan,MN 55122 1651-675-5691 I 651-675-5694(Fax)I pdudziak@cityofeacian.com ll of THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. 2 AAMERICAN ENGINEERING TESTING, INC. MIN CONSULTANTS • ENVIRONMENTAL • GEOTECHNICAL • MATERIALS REPORT OF CONSTRUCTION • FORENSICS OBSERVATIONS AND TESTING SERVICES Four Paws Pet Resort Addition 4020 Old Sibley Memorial Highway Eagan,Minnesota 55122 AET Project No. 20-12928 Date: May 10,2017 Prepared for: Woodstone Builders,Inc. 9333 Penn Avenue South Bloomington,Minnesota 55431 www.amengtest.com AMERICAN CONSULTANTS A ENGINEERING • ENVIRONMENTAL •GEOTECHNICAL TESTING, INC. • MATERIALS NEM •FORENSICS May 10,2017 Woodstone Builders,Inc. 9333 Penn Avenue South Bloomington,Minnesota 55431 • Attn: Mr. Greg Johnson RE: Final Report of Construction Observations and Testing Services Four Paws Pet Resort Addition 4020 Old Sibley Memorial Highway Eagan,Minnesota 55122 AET Project No.20-12928 Dear Mr. Johnson: This report of summarizes the results of the observations and testing services we performed for the Four Paws Pet Resort addition in Eagan, Minnesota. We are submitting one electronic copy of our report to you. If you have questions about this report,or if we can be of further assistance,please call or e-mail me. Sincerely, American Engineering Testing,Inc. John J. aupP Senior ginjileer Phone: (651)603-6638 Cell: (612)282-3681 Email: jhaupt@amengtest.com • 550 Cleveland Avenue North I St.Paul,MN 55114 Phone 651-659-90011 Toll Free 800-972-63641 Fax 651-659-13'79 1 www.amengteat.com I AA/EEO �A The document shall not be reproduced,except in full,without written approval from American Engineering Testing,Inc. REPORT OF CONSTRUCTION OBSERVATIONS AND TESTING FOUR PAWS PET RESORT ADDITION 4020 OLD SIBLEY MEMORIAL HIGHWAY EAGAN, MINNESOTA AET PROJECT No. 20-12928 INTRODUCTION Purpose The addition to the Four Paws Pet Resort was constructed at the referenced address in Eagan, Minnesota. This report summarizes the results of the observations and construction testing services we performed during construction of this structure. To protect you, American Engineering Testing, Inc. (AET), and the public, we authorize the use of this report only by you and your project team for this specific project. Contact us if other uses are intended. Scope of Services We were authorized by Mr. Dave Kammueller of Woodstone Builders, Inc. to perform observations and construction testing services for the project. The general scope of services we were authorized to perform during construction of the building included the following items: • Observing and testing the soils in the bottoms of the foundation excavations. • Performing compaction tests of fill placed at the site. • Observing the reinforcing steel placed in formwork for the cast-in-place concrete structural elements of the structure. • Performing testing of plastic concrete during placement in structural elements of the structure. • Performing compressive strength testing of concrete test cylinders. • Observing the bolted connections of the structural steel framing of the building addition. • Presenting the results of our observations and testing in formal reports. All services provided by AET were performed on a will-call basis. AET Project No. 20-12928 -Page 2 of 6 PROJECT INFORMATION The construction completed includes a new one story addition at the Four Paws Pet Resort. We further understand the addition: • Has an approximate overall plan dimensions of 35 feet by 70 feet. • Is supported by conventional spread footings designed using net allowable bearing pressure of 1,700 pounds per square foot. • Has a cast-in-place concrete foundation and a pre-engineered steel building. • Is able to tolerate normal amounts of settlement for this type of structure (up to 1-inch total and 1/2 -inch differential including up to 1/z-inch between the existing building and the addition). Deviations from the above design information could necessitate altering our conclusions and recommendations. Contact us if the information stated is different from the actual project design. BACKGROUND INFORMATION A geotechnical exploration and analysis was performed for this project by Allied Test Drilling Company. The results were presented in their Subserface Exploration report, dated July 31, 2001. In the report,the site soil profile is generalized as topsoil over silty sands and sand. After removing the topsoil, it was recommended that that the underlying silty sands and sands should provide adequate support for building foundations designed using a net allowable soil bearing pressure of 1,700 psf. Refer to that report for more details. EXCAVATION OBSERVATIONS We observed the excavation for the building addition on May 15, 2015. We were not present at the site on a full-time basis. Our services were performed on a will-call basis,when requested by Woodstone Builders field personnel,which allowed us to observe the entire mass excavation. In AET Project No. 20-12928 -Page 3 of 6 addition to observing the soils exposed in the excavation, we conducted shallow hand auger borings and hand cone penetrometer probes in the bottom of the excavation. The soils encountered were classified in general accordance with ASTM:D2488. Estimates were made of their strength properties based on their resistance to advancement of the hand auger and from the hand cone penetrometer readings. The soils were also compared to the soils described by the preliminary boring logs. The soils exposed in the completed bottom of the observed excavation were judged to be naturally deposited silty sands and sands with silt. These soils were similar to those described in the preliminary report and the associated soil boring logs. Our hand cone penetrometer probes indicated the soils should be capable of supporting unit stresses of up to 1,700 psf. Based on the hand auger borings and hand cone penetrometer readings, it is our judgment the observed soils should be suitable for support of the fill and building loads. The elevations at of the bottoms of all the excavations observed were at grades between 2 and 6 feet below design slab grade. No standing water was observed in the bottoms of the excavations. COMPACTION TESTING RESULTS AET personnel performed a total of 3 compaction tests in backfill placed in the building excavations. The results of these field density tests were compared to the laboratory Standard Proctor maximum dry densities (ASTM: D698) for each different soil type to calculate the compaction levels for each test. The results of our compaction tests were presented previously in several Density Test Reports. In summary, the soils at the locations and elevations tested were compacted to the recommended levels. REINFORCING STEEL OBSERVATIONS Before concrete was placed for certain cast-in-place concrete structural elements of the structures, personnel from AET observed the location and placement of mild reinforcing steel. AET Project No.20-12928 -Page 4 of 6 Our observations were performed on a will-call basis when coordinated with the contractor. Our services included the following: • Reviewing the most current approved structural drawings present at the jobsite. • Measuring the sizes of the formwork and verifying conformance with structural drawings. • Documenting the bar sizes, the number of bars, the spacing of bars, and verifying general conformance with the approved drawings. • Documenting that adequate bar clearance was provided from forms, subgrade soils, or future concrete surfaces using chairs or other approved devices. • Documenting the presence and spacing of bolts installed in concrete. • Documenting general conformance with specified cover requirements. • Observing the general appearance of the reinforcing steel bars and formwork. We observed the reinforcing steel placed in concrete structural elements between the dates of May 19 to 22, 2015. Based on the results of our observations, it is our opinion that the reinforcing steel we observed in-place for the observed structural elements was in substantial compliance with the most current structural drawings available at the site. We did observe some minor discrepancies; such as missing bars, inadequate clearance/cover of the bars, inadequate bar spacing, bars that were not positioned correctly. The observed discrepancies were brought to the attention of the ironworkers and Woodstone Builders personnel,and were immediately repaired. AET does not perform surveying services; therefore, our observations of the reinforcing steel were based on the positioning of the formwork by the contractor or subcontractor. We are not responsible for the exact locations of the formwork or the embedded items installed in the concrete. CONCRETE TESTING On-Site Testing of Plastic Concrete Personnel from our firm performed testing of the plastic concrete placed for the project during the period from. May 19 to 22, 2015. The sampling and testing was conducted in general accordance with the procedures described by ASTM,and included the following items: AET Project No. 20-12928 -Page 5 of 6 • Reviewing the delivery tickets to confirm that the correct mix was delivered. • Measuring the slump of the concrete mixture. • Measuring the percentage of entrained and entrapped air within the concrete mixture. • Measuring the temperature of the concrete mixture. • Casting and 4-inch by 8-inch concrete test cylinders for compressive strength testing. The results of our field testing of concrete were presented previously in our Concrete Test Reports. The test results indicated that the concrete delivered to the site was generally within the requirements of the project specifications for slump, air content, and temperature. Compressive Strength Testing of Concrete During concrete placements at the project site, AET technicians cast 4-inch by 8-inch concrete -- test cylinders. The test cylinders were temporarily stored at the jobsite and then returned to our laboratory for moist curing before compressive strength testing. The compressive strength testing was conducted in accordance with ASTM: C39. Between the dates of May 19 to 22,2015, a total of 3 sets of concrete test cylinders were cast and tested for concrete placed for the project. The results of the compressive strength testing were presented previously in our Concrete Test Reports. Review of our test results indicate the specified compressive strength values were met or exceeded at 28 days for all of the test specimens cast which were tested at 28 days. OBSERVATIONS OF BOLTED CONNECTIONS Bolted Observations On August 6, 2015, an NDT technician from AET observed the bolted connections on the steel frame for the building addition. Visual bolt observations were performed in accordance with the requirements of Section 9a of the"Specification for Structural Joints using ASTM:A325 or ASTM:A490 Bolts". Based on our observations and testing, it is our judgment that the bolted connections which our technician observed satisfied the requirements of the referenced codes and project specifications. AET Project No. 20-12928 -Page 6 of 6 Copies of our NDT Field Reports were left with field personnel at the site. STANDARD OF CARE t6 Our services for your project have been conducted to those standards considered normal for services of this type at this time and location. Other than this, no warranty, either express or implied,is intended. SIGNATURES This report was prepared by: This report was reviewed by: American Engineering Testing,Inc. American Engineering Testing,Inc. af John . aupt,PE,LEED AP Robin ` ger Senio Engineer Senior Engineer MN License No. 40802 }