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B R A IJ N Braun Intertec Corporation Phone:952.995.2000 <br /> 11001 Hampshire Avenue 5 Fax: 952.995.2020 <br /> INTE RTEC Minneapolis,MN 55438 Web: braunintertec.com <br /> The Science You Huild On. <br /> Non-Structural Steel Special Inspection Final Report Page 1 of 2 <br /> City of: Orono Date: March 18, 2015 <br /> Attention: Mr. Mark Kotten <br /> Project: Orono Police Department Expansion <br /> 2730 Kelly Parkway <br /> Orono, Minnesota <br /> Braun Intertec Project: B14-05902 <br /> In accordance with Section 1704 of the International Building Code and the agreed upon scope of <br /> services,the required special inspections and testing has been provided for the following items: <br /> Soils <br /> A Geotechnical Evaluation was not performed for this project. Based on the observations and testing we <br /> performed; it appears that the soils are capable of the net allowable bearing pressure of up to 2000 <br /> pounds per square foot.The testing and observations we performed, does not constitute a Geotechnical <br /> Evaluation. Soils were cut below bearing elevation and raised back up to grade using a standard cut/fill <br /> approach. Fill was used to raise the bearing elevation back to grade and compacted to appropriate <br /> densities based on the project plans and specifications.There are no outstanding or unresolved soil- <br /> related issues. <br /> Concrete � <br /> The required testing in the field and in the laboratory has been completed.The results have been <br /> forwarded under separate cover.The compressive strength testing indicates the concrete placed has <br /> met the project requirements.The placement procedures used were judged to have met the project <br /> requirements. There are no outstanding or unresolved concrete-related issues. <br /> Reinforcing Steel <br /> The reinforcement placement detailed in the attached Special Inspection Daily Reports was observed <br /> according to the requirements of the project plans and specifications.There are no outstanding or <br /> unresolved reinforcing steel-related issues. <br /> Structural Masonry Construction <br /> The required structural masonry observations and testing detailed in the attached Special Inspection <br /> Daily Reports have been completed in general accordance with the requirements of the project plans <br /> and specifications. Following the required corrections,the structural masonry construction was found <br /> acceptable.There are no outstanding or unresolved structural masonry-related issues. <br /> Drilled in Epoxy Anchor Bolts <br /> The drilled in epoxy anchor connections detailed in the attached Special Inspection Daily Reports were <br /> observed in general accordance with the requirements of the plans and specifications. The placement <br /> was done in accordance with the drawings,the nuts were fully engaged,the adjoining plies were in <br /> contact with one another and the nuts were snug tight.There are currently no outstanding or <br /> unresolved drilled in epoxy anchor-related issues. <br />�/EOE <br /> BR�auN <br /> T <br /> I M1IT�RTEC <br />