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2120 Silver Bell Rd Use BLUE or BLACK Ink ---------� �� / � For Office Use � • .�i��,�l'j�S�--.�^r_�C� i 2 ) I � `�r-�_�, i Permit#: J l � I C�tV of �a �Il , . � � I v � � Permit Fee: �� 3830 Pilot Knob Road � I Eagan MN 55122 I �� '�S � Phone:(651)675-5675 � Date Received: � Fax:(651)675-5694 � I � Staff: � `��__��J 2015 FIRE SUPPRESSION SYSTEMSe RMIT APPLICATION � __ ��D 5 i .v��' 3C 1 2 . - Dat : ZI � � Site Address: '� � , , /��iq �'�`� Tenl nt: `�/. �t.l2�z��. a , .i� Suite#: � :� � .. � � � �� , � ` Name: Phone: � �� i� Address/City/Zip: � � Applicant is: Owner Contractor �., �� , Descriptionofwork: /Jc.�J r,.�P� �e�S ,�,r�s�d.� fr,s� � DI�r�P�� /�/U�3swt �n'�C�✓' �� .'�� Construction Cost: Estimated Completion Date: � ,» �,' Name: �� C.�O.� License#: C✓�� , �-- �,� ,/ � Address: ��G�J � '�G /.�ve, 14! ��,�� b City: ��;�, �r S �� 1�'= ,, I ..,., " State:,�/V Zip: � 5 �'�� Phone: ��`��.�rs� — �.�1� <t /' ° � Contact: �� (.f.a(J�✓l Email: ,)C.��,�e�•'t �cr laP�'�t l,ft°y C.�'j✓� FIF�E PERMIT TYPE WORK TYPE Sprinkler System(#of heads��) �New _Addition Fire Pump _Standpipe Alterations _Remodel Other: Other: DE CRIPTION OF WORK: _Commercial _Residential �Educational FE�S $6d.00 Permit Fee Minimum, includes State Surcharge Contract Value$�J �� x.01 "If �ontract value is GREATER than$2,010,Surcharge=Contract Value x$0.0005 =$ J�� Permit Fee If t e project valuation is over$1 million, please call for Surcharge =$ z'�, ,�d Surcharge" $1 i 0.00 Residential New(includes State Surcharge) _$ ��7 , S d TOTAL FEE 3/4' Displacement Fire Meter-$270.00 =$ �.7U� U� Fire Meter � � �� _$ �,�(� TOTAL FEE **R quirements:2 complete sets of drawings and specifications,cut sheets on materials and components to be used I her�by apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate;that the work will be in conf rmance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. � / x I ��i l�� !/� x �`"—�' App;licanYs Printed Name Applic t's Signature � ��31�3 ��►�� ,;:�:��I��tlrost�ti� F��w Ai�r�i i��in��st ��i�i��r� �!"'eip :: , ' F�urri�.'�es� ��ntt�l�vt�tibr� �ir�z�l ��i�tl�ti�r��o�I��u�r�� ,. , � � � � �� ,� � t �' �,,,, � �� .,�;,, � � � ��,� �� '�.�i�:�i��ti+�we��y`� ^�` '��►�... _...._� � � , � � ., [7�t�, '_ . 1 �.: � � � ��. � f � . Use BLUE or BLACK Ink �--------- --------i � For Office Use- � . . � I � Permit#: �� i Cit of �a a� � , � �� Y � � � � Permit Fee: + I 3830 Pilot Knob Road � i Eagan MN 55122 � Date Received:S' ��'�� Phone: (651) 675-5675 � -\ ^ i Fax: (651) 675-5694 � StaffytJ � AUG 2 5 2015 '--=- - -----��''� � '! 2015 COMMERCIAL BUILDING PERMIT APPLICATION � ��"� ,�.��..J .._.7 � ��; � �' f� � . Date: Site Address� "`�� `�� CJ//r/�-�/'�//"'�� " Tenant Name:�, tis..s��cs�"A �vTr��Yi, (Tenant is:�New/ Existing) Suite#: Former Tenant: � �' � ; Name: �'�aQ'7�i7 �S �/Z. Phone: ��/�"F�G-:�J� b 1 �: �� ` �.:� ��f'7 � L V�dZ. l�u ��i4� .�� Z.Z... f � Address/City/Zip: c,, � � .�� Applicanf is: Owner �Contractor , > .� . y �, � ' Description of work: �5 v � "� � �G � �� I y �� Construction Cost: �U C� � � ;; ' /� ' �� Name: � ( �.�I�.�!65 License#: � �, �� • ��rta-- 7".. Ci ln�� > Address: � tY� � $ "State:��Zip: �`�'�'��C=� Phone:�D/ - e��,t�� a � j� t t -�s��A �;� �-�� , � Contact: V�•�-3 `fo�a Email: Vfi� �� '�� `�� k �� ' '�� < > Name: .� Registration#: t � � �/ � � `� '� Address: 1� �i�KN�v �J"� W� City: �N��"A�o Lc 5 � � t j ' ' State:�Zi :�� Phone:W I�f ��e�� g � Contact Person: CJ Email: r�� ''"'� > � � �.,.., Licensed plumber installing new sewer/water service: Phone#: r�� c1'��l��r��4DC�!l�I�t�t��fl�t�R►��t� i�+��J�� '�P��tx�"��`. ��3n�ita��a�,��c�ass�"�'.��n.��rb�c��a��d��c�� '�'�;��` ` ��lu��ai� �"� �� " CALL BEFORE YOU DIG. Cali Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of ork which requires a review and approval of plans. x f�1�i,-S l"�p,'��#� x ^ ApplicanYs Printed Name pp cant's Signa re Page 1 of 3 � .. . �� I�-� �(/ DO NOT WRITE BELOW THIS LINE ��3�v I SUB TYPES /F�oundation Public Facility _ Exterior Alteration-Apartments ✓Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial _ Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building" _ Addition _ Exterior Improvement _ Reroof _ Demolish Interior _ Alteration _ Repair _ Windows _ Demolish Foundation _ Replace _ Water Damage _ Fire Repair _ Retaining Wall Salon Owner Change 'Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation �D� 0� Occupancy � � Q'� MCES System � Plan Review +�ef Code Edition S �� SAC Units �je��" (25%_100%� Zoning �j� City Water � Census Code Stories � t Booster Pump #of Units Square Feet ��C10 Fo�` PRV yIQ #of Buildings Length j°U° Fire Sprinklers y��j Type of Construction �� Width TT— RE UIRED INSPECTIONS Footings(New Building) Sheetrock Footings(Deck) � Final/C.O. Required Footings(Addition) Final/No C.O.Required -�Foundation Other: Drain Tile Pool:_Footings _Air/Gas Tests _Final Roof:_Decking _Insulation _Ice&Water _Final Siding:_Stucco Lath _Stone Lath _Brick Framing Windows Fireplace:_Rough In _Air Test _Final Retaining Wall Insulation Erosion Control Meter Size: Concrete Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present: Yes ✓No Reviewed By: /Vl��e- � , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee f g j, °��' Water Quality Surcharge �Ob Water Sampling Fee /D.�� Plan Review j��• (� Water Supply 8 Storage(WAC) MCES SAC-?� un+f5 � �+��. d0 Storm Sewer Trunk City SAC ��0 .04 Sewer Trunk -=-t—.. S8�W Permit 8 Surcharge 1��. OO Water Trunk Treatment Plant a0 a`��Or1 Street Lateral Treatment Plant(Irrigation) Street Park Dedication � Q bf� Water Lateral Trail Dedication �_7�00 Other: Ls�,��st'To Secu.r,� 'T 5' .O Water Quality TOTAL /� � �� Page 2 of 3 ��o, qs/, �9 3z�.39 Mike Lence L��) From: Mike Lence Sent: Thursday, September 03, 2015 11:32 AM To: 'kevin.toboja@ryancompanies.com' Cc: Craig Novaczyk Subject: Minnesota Autism Center Kevin, We have started the review for a footing and foundation permit for the Minnesota Autism Center.The following items are needed to complete the process for permit review. � Provide a code analysis of the proposed building. � Provide a SAC determination from Met Council. v� Provide 1 Special Testing and Inspection Program Summary Schedule with signatures from all parties listed. Please be aware of submittal requirements for New Buildings on page 3 of our commercial application when applying for the above foundation portion of the project. If you have any questions please contact me. Sincerely, Mike Lence � Senior Building Inspectar � City af Eagan City Hall(3830 Pilot Knob Road�Eagan,MN 55122�(651)675-5676�{651)675-5694(Fax)�mlenceCcx�citvofeaaan.com �� THIS COMMUNICAT{ON MAY CONTAIN CONFIDENTIAL AND/OR OTMERWiSE PRdPRiETARY MATERIAL and is thus for use oniy by#he intended recipien#. If you received this in error,please cantact the sender and delete the e-mail and its attachments ftom all camputers. 1 � � � �� C �33��1 Dale Schoeppner September 14, 2015 Chief Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1810 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined the SAC to be charged for the wastewater capacity demand for Minnesota Autism Center to be located at the intersection of Silver Bell Road and Tesseract PI. within the City. The City will be charged 24 SAC Units for this project, as determined below. SAC Units Charges: Office 2082 sq. ft. @ 2400 sq. ft. /SAC 0.87 Meeting 2072 sq. ft. @ 1650 sq. ft. / SAC 1.26 Classroom (not college) (no showers in school) 10,650 sq. ft. @ 540 sq. ft. / SAC 19.72 Gym/Auditorium (riser) 308 ft. @ 1.5 ft. @ 110 seats/SAC 1.87 Total Charges: 23.72 or 24.00 The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email cory.mccullouph(a�metc.state.mn.us. Sincerely, a .��%�..�'�—� � Cory McCullough SAC Program Technical Specialist CM: Is: 150914A47 (701017, 387906) Determination expiration: 09/14/2017 cc: Peggy Fleck &Amy Griffin, City of Eagan Kevin Toboja, Ryan Companies File, MCES r„�._---- � •� -..- • • � .� - • - • + �+� . . �.� � , • �•�� - . . . . 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I �, z�'� �.F I F��{� _ r�� "' S �C� ' � � -�>0 �O O �� I J �� ` .c� L�,'�� O' � --- , R� � � � a� ;� � �^ � � �� R ., .,� . ,., � . ,�. e. - e=, � a., �. aa ---� 0 0 o bo b o00"' o 0 0� o � k &: sc� I F n 4 Use BLUE or BLACK Ink �--------- --------i � For Office Use_ � � � I I Permit#: � I CltV of �a �� . . 1 � �]��,� � d � � Perm�t Fee. 1 l I 3830 Pilot Knob Road � i Eagan MN 55122 � Date Received:S' ��'�� Phone: (651) 675-5675 �� j \ �, I Fax: (651) 675-5694 �� /L`�� Staff�,�/ � � � � AUG 2 5 2015 '----------�------��,v� � 2015 COMMERCIAL BUILDING PERMIT APPLICATION �,-��"� , ry Date: � Site Address� �� CJI��/h�� `�� Tenant Name:�, ,�s,.s��cs�'A �vTi.S•��E�J2 (Tenant is:�New/ Existing) Suite#: Former Tenant: � Name: ��Q� i5 �K. Phone: ��f�' ��,�� '�� '� � "� Address/City/Zip: ��0 ��- �Z..c._� �i$�-+ ��-�— f � �t� � f � `,_•�,�' � ,"` Applicant is: Owner �Contractor ,�. � Description of work: �5�1' v 6� � � �G ' �� Q�"�`, �� r� � Construction Cost: �d - C� kn ^ ' ' Name:�yAs�1 ��.�-//J,eQr!'165 �icense#: , t��- .��. ' Address: �� -`�--�' • l�� Ciry: �n��1�/��'� � �� >:� .; "State:��Zip: ��C?� Phone:�D%�. �� •��,t�� , � Contact: Yr.�-f `�at� Email: Vji� ��'�+ ��'`' ��'� � �{ " , � x�; ;��>��;"�� ': �` � y Name: �`� � Registration#: z � � '" Address: l2� �j��''J Kfr�r� �7� A�� City: /�N�€s'�Po Lc 5 ��s *. �' � C�l�-F C��1�� State:�Zi :�� Phone: § � Contact Person: C.�1(.F� Email: r�� '( Licensed plumber insta�ling new sewer/water service: Phone#: ��aT�C��l+l��l�il�t7�1"�f#f�;'��ht�fi�fi�1��"��1`s�d+�d'I�t��' �� t�;�S�' ' �h$31��l7ita�i��8y:�@=CJaSstfi�"�3g i�►�f-"�ii�b1/�"�i��u� ��e�t�� S ,;� �t��ei##hi��i[,�t� � � �tr�lcr�'��'i� ;�l�e �� . CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. vwvw.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of rk which requires a review and approval of plans. x E�'V I+-s (G�pS� x . ApplicanYs Printed Name pp cant's Signa re Page 1 of 3 �� S /'� /� �� '��1.� �`��1�� `o_ (� 1� I DO NOT WRITE BELOW THIS LINE �,��C.��I SUB TYPES /F�oundation Public Facility Exterior Alteration-Apartments ✓Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial _ Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building* _ Addition _ Exterior Improvement _ Reroof _ Demolish Interior _ Alteration _ Repair _ Windows _ Demolish Foundation _ Replace _ Water Damage _ Fire Repair _ Retaining Wall _ Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation �o� 0� Occupancy � , A" MCES System —�,�� Plan Review / y t.y Code Edition S'� � SAC Units " "��e'�✓ (25%_100%� Zoning �j� City Water � Census Code Stories .� f Booster Pump #of Units Square Feet �j dnd �� PRV yJQ #of Buildings Length �°U° Fire Sprinklers T,S Type of Construction � Width RE UIRED INSPECTIONS Footings(New Building) Sheetrock Footings(Deck) � Final/C.O.Required Footings(Addition) Final/No C.O.Required �Foundation Other: Drain Tile Pool:_Footings _Air/Gas Tests _Final Roof:_Decking _Insulation _Ice&Water _Final Siding:_Stucco Lath _Stone Lath _Brick Framing Windows Fireplace:_Rough In Air Test _Final Retaining Wall Insulation Erosion Control Meter Size: Concrete Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present: Yes �o Reviewed By: /Vl�ke- � , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee �g/. �j' Water Quality Surcharge �'p�j Water Sampling Fee /`D,�.O Plan Review j��o � � Water Supply�Storage(WAC) MCES SAC-?� u��"5 � �,��,d0 Storm Sewer Trunk City SAC �OO .O� Sewer Trunk S&W Permit�Surcharge �o��. d0 Water Trunk Treatment Plant ao,a`'� � UO Street Lateral Treatment Plant(Irrigation) Street Park Dedication � Q b(3 Water Lateral Trail Dedication ,j !�� Other: t sti,vD s'c'T cur,� '7 S .O Water Quality TOTAL j� � �� Page 2 of 3 ��}o, 9s/, $9 32i.39 � , � ,, •� Mike Lence l J�d�� From: Mike Lence Sent: Thursday, September 03, 2015 11:32 AM To: 'kevin.toboja@ryancompanies.com' Cc: Craig Novaczyk Subject: Minnesota Autism Center Kevin, We have started the review for a footing and foundation permit for the Minnesota Autism Center.The following items are needed to complete the process for permit review. �1. Provide a code analysis of the proposed building. � Provide a SAC determination from Met Councit. v� Provide 1 Special Testing and Inspection Program Summary Schedule with signatures from all parties listed. Please be aware of submittal requirements for New Buildings on page 3 of our commercial application when applying for the above foundation portion of the project. If you have any questions please contact me. Sincerely, Mike Lence f Senior Building inspector� City of Eagan Gity HaA�3830 PiEot Knob Road�Eagan,MN 55122�(651)675-5676�(657)675-5694(Fax)�mlence(cdcitvofeaaan.com �j�� 1 THIS COMMUNICATION MAY CONTAIN CONFIDENTfAL ANDIOR OTHERWiSE PRdPRIETARY MATERIAt and is ihus for use oniy by ihe intended recipient. If you received this in errar,please contact the sender and delete the e-mail and its attachments from all computers. 1 . tlr ; , , C �3��1 Dale Schoeppner September 14, 2015 Chief Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1810 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined the SAC to be charged for the wastewater capacity demand for Minnesota Autism Center to be located at the intersection of Silver Bell Road and Tesseract PI. within the City. The City will be charged 24 SAC Units for this project, as determined below. SAC Units Charges: Office 2082 sq. ft. @ 2400 sq. ft. /SAC 0.87 Meeting 2072 sq. ft. @ 1650 sq. ft. /SAC 1.26 Classroom (not college) (no showers in school) 10,650 sq. ft. @ 540 sq. ft. / SAC 19.72 Gym/Auditorium (riser) 308 ft. @ 1.5 ft. @ 110 seats/SAC 1.87 Total Charges: 23.72 or 24.00 The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email corv.mccullouqh(a�metc.state.mn.us. Sincerely, � �� Cory McCullough SAC Program Technical Specialist CM: Is: 150914A47 (701017, 387906) Determination expiration: 09/14/2017 cc: Peggy Fleck &Amy Griffin, City of Eagan ' Kevin Toboja, Ryan Companies � File, MCES �._,_,.,._..-- _._.-,--- ', I •� -..- . - � .r � - + - . + i�� . . �.� � . • ,•�• - . . . . METROPOLITAN � � C O U N C 1 L � d��2 ` °" 3� C t c w O 8 z�� .:I�E '. i � � .� , 1 � ,��i: �^�� C�� V L i � �.� ^�'E�g�£�E� s � � .S4 � €� �� z' +�E o� E o �� I 3�.E,�� p $ i � i g O � A= �:a c 'x o H� �� e � s � � - ,� �a , f¢ � i �� Z Z F�`t3�E e � Q qF£3 $ €a€ e � U' O � > qs f j - w � 'a��E � �,s g � � � .�� W C.f F t ; o �,si��S` �: � 0 O� � O � i � � _ ' -_ - ; t� ° e ° _ sx O � . ._._ -.._. �u _-_ « .._ � 3 o � �� , n . : �- � �� .n. � � - � a � � � �� _ - � . � . ,, ax ____ W , � --- v - - � �� °n,..�, _ � � �� x � �� art�� '` %� � � ��"�� ; ��' � . ��a3�� _ r` � � �� !�i , o ��q � € �� ' O' �� ,� ; � � �� £, � � _ ��:,� ,+ rt - ,� ,� ��; � ___ ;� ;,' � �; #� �-� _ ___ '� ,+ ' �a �I�m I; i �e� _ �-- ' '' � � g�° I o s _� ��- - - - - _ - i - � � � sg � r: _<;�, �� — �_� s� �: r' � � — n � �� _ _ = l � ,� �i �� ; �� :; � F1, , �� ,.,. � � ��,�� gJe ::�Y� ,I . , .. i O , . . � . . F,� . . , . � .. e . - ' �\ . `-`�1'�1%. �. . � � � _ � � I� � ""'c=`2�„��` ` �.� � .� � -' � �� y� �� I � O � ---_ �a��. C`,- � D , _.:_ ^ � F, � -4 .� _ o-�-- - � �� C _ -----I� --- - —� ,�. � � �� / �-`,_� -- -- ' � g � � . � � . � � �� y �I �.�i .� .. � ��.. ..'\ � i � �I O d�_ /I� k� � (_ ___� O� � � r�� .^��1 � _ i �r �. I� U � 4~ a � - �0 . �s� � � v � � � k f I il�� a i 7 �k ;.'„ �� I�_��I � _��_��^i 1 i 1��6 :3 ,rr i 4 i i � u tb�� _ � ��.t�� . �/� � i ....� ,19 � a��' i" � __ '�� .�� I �� vc�� Y� _�' ,�'-1 . � -� � � .� 3�I1 - ,"��I�. ' s.w��L l'�k, I #.'s �.�C�� ' �wi � '. ��9 �,,, g� � sn> x� I :.; �1 !� �? l�l:x'�.��, .� ___��&".va�'`,� ��'�'��I e `�� g` � � �� i �3i� � t�� I i. - � `�' �-'� _� I ;�� 9 � N�.. . � � � r C� � �. 9��u' I , _ ___ �� __ _ : �a . ,;r� , a � s i y- � � �: . . � �� m ",. „ . . . � :.� . ::; � , p _� �.� --� � [ �i O �� '� � - r�; „ � ^ �. � � d:. � � � � { �� : � � z .�� i � iF �,f-�� . � -�� } . - £� � g �.. x ��n �r'• .��I I arry, �� °�"�� :i I �� ,p � ��I 7 a ��? � � ls',�`�,j '�� I n ,r �`r .� � .�._ � ��"�� f� � '� ' � �, i�"� ��x� � �{ i �� F ,;� a� �. � '\ � s .�. e. _ �� i �� O ��Q O O �- I � � ��_�,��..:J;� �x�� a=,' C' �:�, , rJ`' �,q �� , ;��', �t - ----- � � � � , .. ' � � � � �� ^ � � �� a., -- --� o � o 0 00 ___o o� o 0 00 0 � �: �� i Use BLUE or BLACK Ink � vt -----------------, �►1 � � For Office Use, � I � � ` � `� I �� 3f1 fl� �6 �I `�v � Permit#: ✓ � � � --7 �� I 3830 Pilot Knob�ad � Permit Fee: ! �� I Eagan MN 55722 I Date Received: � Phone: (651)675-5675 � I Fax: (651)675-5694 ' ` � Staff: � _ �----------------- 2015 COMMERCIAL PLUMBING PERMIT APPLICATION ��,�� .,> � ❑ Please submit two (2) sets of plans with all commercial applications. �� . � Date: �� —��/ Site Address: �� rd l� � �� Tenant: Suite#: �!"Q�p��/ �W1'181`°;.,.,.. Name: �� Phone: Name: �{C��'� ` �Uw�� (, t/1.� �3C., License#: b�� Q�#��' � �, Address:_ � -��h �� .J .�/� City: � State:�1 Zip: �s2 - y3� -y�o //I� � A Phone: Email: �[ ��`� �� ✓*�l ' ' �1Vew _Replacement _Repair _Rebuild _Modify Space Work in R.O.W. ; Type of 11�or� — Description of work: COMMERCIAL �New Construction Modify Space _Irrigation System yes _no)(�RPZ/_PVB) '" • Rain sensors required on irrigation systems �@�'l111�'��/}� • Avg. GPM (2"turbo required unless smaller size allowed by Public Works) Meters Call(651)675-5646 to verity that tests passed�or to picking up meter. Domestia Size&Type Z�� O'��''� Fire: 1 Avg.GPM High demand devices? Yes�No Flushometers�G Yes No COMMERCIAL FEES Contract Value$ /vU,oc�v x.01 $60.00 Permit Fee Minimum, includes State Surcharge =$ �pvv Permit Fee *If contract value is GREATER than$2,010, Surcharge=Contract Value x$0.0005 =$ �U Surcharge" If the project valuation is over$1 million, please call for Surcharge �pS� _$ TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the Citys Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge _$ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. \ I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X ��-- �/o�S x �� ApplicanYs Printed Name ApplicanYs Signature �: f`C)F��DFFIC�1�5E � �� ppr�'ov��8y� :'� � "'"'"`,r�'� �att� ��i��`�+'�' ; � r .� �� ,� Requ�r�:c!inspect�ons,.; U��ier�arr�und ' Rc�uc�h !n �-�,�''A�r T�st G�s Tesf ;��ir�sE �.:�:. F'��'R�:qu�red �Y�� It� .:� � � ---- Meter R�l�ated,�#et�s�`� �°E �L��z�. �� ,:��R�c��.R�ad;��V11�t�c�met�r �� ,�Staf�_� � � �� Page 1 of 3 Use BLUE or BLACK Ink P/ ----------------, �,�/L __ /��.,G�,//!� � For Office Use i �/ v j Permit#: / J � Q / �� Cit� of E��a� o /a� ; . �-, ,�1 , 3 8 3 0 P i l o t K n o b R o a d � f� � P e r m i t F e e: C�/ � Eagan MN 55122 RECEIVED � � Phone:(651)675-5675 � Date Received: � Fax:(651)675-5694 t � j �� a b 2��;! � Staff: �-----------------� 2015 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2)sets of plans with all commercial applications. Date: l d"a�o�7c� Site Address: �/t�� S��1/��(� �G[. Tenant: Suite#: Name: ,f'/f�hnF,Scr7rcc ��?�S�v� L.F',n��' Phone: �@`��i11'/�W#"l�3t' ? ' Address/City/Zip: Name: AG�N �/1��/I �i/t,� r License#: �t��'!'�t'11C"�+�t' Address ��[J�i �� Ciry: �Q� P�99,�1� State:�Zip: ��3 ��/ Phone: ��a'�3 y�-3�9Q Contact:o�6=�'`� IoV.FD�C� Email: � CZI�Q� C?G=6�? /?o ' •C ✓ New Replacement Additional Alteration Demolition �i�e a ! �/ I�-C _ - �l. �(��G,��-�` T • p'�1y#��'k ` Descri tion of work: �1'� tdt�TE:R+�of:mc�untee�an��r+rrfiuni�m�aun�mecEi��!equ�p�t�t 3s,t�qiu�r�c�tc�b��cir��c��y�.�tY +G�d�. Ple��r�;�rant��C th�a M+ectian�caf�nsp��t�►r fc�r inrfc�rrna�iia�.��rrn��+d��enir�rr��t�c�s. RESIDENTIAL � COMMERCIAL _Furnace New Construction Interior Improvement Air Conditioner Install Pi in Processed �@l'1711'�T�t�1E.' — P 9 _Air Exchanger �Gas Exterior HVAC Unit _Heat Pump Under/Above ground Tank �Install/_Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge $100.00 Residential New, includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES Contract Value$1`,�3C9,OOO � x.01 $60.00 Permit Fee Minimum $70.00 Underground tank installation/removal =$ COr .30L� rt"i Permit Fee _$ 3�.� Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ �� i/�s � TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the orciinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans.;P X �i=,P��►�r��—l� �Q„r—r X ApplicanYs Printed Name pp' Ys gnature ��?R.��FIC�#�SE � � � � � � � i�e+q�i�retl In;sp+ee�fc��ns:', �i�e�:B�r ' �� 1�e: �! "�j �1r��rgt�u,n�i ;�R.c�u�#�In Air T��t G��:�enr��Te�t , i��r�He��.:�F�r�al, HV�1��r�er►}rr� __ Use BLUE or BLACK Ink � �),�A��(, � For Office Use I�'� � �• �,�` /,�� j Permit#: I�� {fjj.,I� �� V��1�� y� �' ` I Permit Fee: �' � ��b� 3830 Pilot Knob Road � _ Eagan MN 55122 f � ��-- � Phone: (651)675-5675 � Date Received: � �� i�- Fax: (651)675-5694 � � I Staff: _ � , � L------- --------� 2015 MECHANICAL PERMIT APPLICATION �Please submit two (2)sets of plans with all commercial applications. Date: �i-�o-t i Site Address: 21Z n S��-'" �Z�� Tenant: Suite#: Name: YY11"�'�• Phone: : ;F2e��ier�tlt�wnE:r'. Address/City/Zip: Name: �/CaS� ��✓''�,O i n� �t License#: �7�� ,�Q��t�� Address: �.S�IS- S�'h $•T f Ci#y: ��sv�/ State: ,�� Zip: �3Y3 Phone: !.s 2 y3� y�U� Contact: � V�a Email: �y"( @ �sG''� (��vvn�'9 .(�`'"�. �New Replacement Additional Alteration Demolition �; Ty�e:Of W�ri� ' Description of work: � �`� T� �U 't' l+�"'��` ; , � � NOTE R�of mo�r�ted��d gr�iund mQi�nt��l"inechani�a�equ��nen#�s�-equif�c!to"be screened#�y C�ty '. Gode. Rl+ea�e'-,cont�ct#t�e.Mech�nicaT<lnspectar far�nfarrr��c+n o��rrYii�ed scree�t�rwg rrre�hc�d�� RESIDENTIAL COMMERC/AL Furnace '� New Construction Interior Improvement Air Conditioner Install Piping Processed P�r�nit Typ�. ' — � Air Exchanger Gas Exterior HVAC Unit Heat Pump Under/Above ground Tank (_Install/_Remove) Other RESIDENT/AL FEES $60.00 Minimum Add or alteration to an existing unit, includes State Surcharge $100.00 Residential New, includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES Contract Value$ l V; ��J x.01 $60.00 Permit Fee Minimum, includes State Surcharge $70.00 Underground tank installation/removal =$ �L� Permit Fee _$ � Surcharge" *If contract value is GREATER than $2,010, Surcharge=Contract Value x$0.0005 � If the project valuation is over$1 million, please call for Surcharge =$ ��j� TOTAL FEE 1 hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. I X �(,!'S--R� �C.� � X �� Applicant's Printed Name Applicant's Signature ', ;FQi��ICE 1�5� � � �;�• , '� �� . . REqu�r��l Inspectivns: ', �: . Rre�ii�ewed;�y.,.,,. .. � [�a�� ,.., - � � � , , ,� ,-:- � , : w, �,. tlriil�r�raund " Rough ln Air T�st Gas S�nrice Tes� : ln flb�ar H�� tnat H'11A�:�c�"�en�n � � J � y Use BLUE or BLACK Ink � V �.�� , ,-----------------, .I�,i� � For Office Use �� . I �7�,1�(� I Cit of �� I Permit#: .� � , � , �/ / -/ !� /,., � � � Permit Fee:�I (�� !-✓ °(!f� 3830 Pilot Knob Road � Ea an MN 55122 � � -�j I Phone: (651) 675-5675 �� I Date Received: � Fax: (651) 675-5694 0C� � g �015 i Staff: � ___��__J 2015 COMMERCIAL BUILDING PERMIT APP. I ATION �,, Date: �� Y Site Address: �� -�`�/�x''�� A Tenant Name: ��j'�� /�Vli3�"'� (Tenant is: �ew/ Existing) Suite#: �,r� Former Tenant: �/ � � ` . �S� �[�-'�c 1/Zvo � `�, Name: l N��SMSTla i�+-Phone• • � � � � � Address 1 City/Zip: J�� VV'� r� �d �� r� $ � Applicant is: Owner Contractor :- - �� „'� � ,/� � � , �, Description ofwork: N$y' ,p �.� /GAv��L �1 �' � r � � ��0'� � � � ��.,,,.-. ,� ' �"' " � �� Construction Cost: O �� ;��, ;��, � { � n f�� Name: ��/J (,,�p�/�ia�.+/�1'S License#: �' �� `��`�z�� ..�� S �j�..`- �r,�e��Pru..s �� ` �� Address:_ • �� City: t��$�� State:/"'�� Zip: �s�i�i� Phone: c.P��+ ��z•�O� �. i �� y Contact: i.�-1 ��1� A Email: �•�e� a��'t/�A'"��" fp."/ �� ; ��y �= Name: �� Registration#: � Address: �2'?►'O I"'1l�lL�}��.�(,�t. 'b� City: ��p V�'S =�� _ �„'� ` / _ , � �� State: �� Zip:ss� �� Phone: (.��L.. �• �gd :` z . �� r �,I,- �pl�+{�' �l►�4•� ;.�°� Contact Person:�r�r� ��74'r�L.dEmail: ' QCL�� Qi� N•�e�y �, �"Y�'�� r� - ,�u� %�� /� 43�� Licensed plumber inst Iling new ewer/water service: �,�l71J phone#: 7��• �� y � � as �e�n�=I�t#' >��a�y �� CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against undergroun�utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an a 'cation for a permit, an ' not to start without a permit;that the work will be in accordance with the approved plan in the cas f w rk which requires evie d approval of plans. X I��'y,.� --7',�j,c�-- X ApplicanYs Printed Name li nYs Signature Page 1 of 3 r��.i� / /^J1 � i � Cr'�, �k_"`.�'�1 �(.��t � !-� � � �1�� 1� c / � y�� DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Public Facility Exterior Alteration-Apartments �Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial _ Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae W RK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building" _ Addition _ Exterior Improvement _ Reroof _ Demolish Interior Alteration Repair Windows Demolish Foundation _ Replace _ Water Damage _ Fire Repair _ Retaining Wall _ Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION �- r w Valuation �,�� Occupancy � MCES System C/� �--� ��- Plan Review Code Edition ,TylSB� SAC Units �'�`�G -� �' � /' ��s �.. � �'K cEri (25%_100%�) Zoning �� City Water (/� Census Code Stories �L Booster Pump —T� #of Units Square Feet � 1� iw�PRV � #of Buildings Length Fire Sprinklers � Type of Construction � Width REQUIRED INSPECTIONS Footings(New Building) v( Sheetrock Footings(Deck) ,/Final(C.O.Required Footings(Addition) Final I No C.O.Required Foundation Other: Drain Tile/ Pool: Footings _Air/Gas Tests Final �Roof: V Decking �Insulation _Ice&Water �Final Siding:sStucco Lath _Stone Lath Brick Framing Windows Fireplace:_Rough In _Air Test _Final Retaining Wall � Insulation Erosion Control Meter Size: Concrete Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present: V Yes No Reviewed By: �1'� L , Building Inspector Reviewed By: . Planning COMMERCIAL FEES Base Fee 3�l$' , � Water Quality . Surcharge /��p�'",QD WaterSampling Fee Plan Review � /,Sq Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk S&W Permit&Surcharge Street Lateral Treatment Plant Street Treatment Plant(Irrigation) Water Lateral Park Dedication Trail Dedication Other: Wat�r Quality TOTAL�J ��?�J•�� Page 2 of 3 RECEt' GD City ofEaIan FES 12016 3630 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: LL/ Date Received: a-11 ' I (V Staff: ' 4' ALAR rn 2016 FIRESUPPRESSION—SYSTEMS PERMIT APPLICATION Date: 2/8/2016 site Address: Rd Eagan, MN 55122 0700 104. Tenant: Minnesota Autism Center Suite #: Name: Phone: Address / City / Zip: Applicant is: _ Owner Contractor Description of work: New construction - Fire Alarm System Construction Cost:19,700.00 Estimated Completion Date: 6/15/2016 Name: All State Communications License #: TS00045 Address: 5114 Marson Drive City: Sauk Rapids State: MNZip: 56379 Phone: 320-203-1511 Contact: Clint Nameniuk Email: clintn a@allstatecom.com FIRE PERMIT TYPE Sprinkler System (# of herds _) _ Fire Pump Standpipe Other. Fire alarm system WORK TYPE 1 New Addition Alterations _ Remodel Other: DESCRIPTION OF WORK: FEES _ Commercial Residential Educational $60.00 Permit Fee Minimum Surcharge = Contract Value x $0.0005 If the project valuation is over 51 million, please call for Surcharge $100.00 Residential New (includes State Surcharge) Contract Value 519 °70000 x .0 5 197.00 $9.85 =$ 206.85 Permit Fee Surcharge TOTAL FEE 3/4" Fire Meter - $280.00 Fire Meter OTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the Information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ,Clint Nameniuk Applicant's Printed Name Applicant's Signature MC's/-1( Dale Schoeppner From: Bjorklund, Gary (DU) <Gary.Bjorklund@state.mn.us> Sent: Monday, July 18, 2016 9:35 AM To: 'lisa.mellen@us.schindler.com';'robert.ferrara@us.schindler.com'; Dale Schoeppner; DU.Elevator.ETrakit Final Approval for Permit Work at 2120 Silverbell Rd, EAGAN Subject: SCHINDLER ELEVATOR CORPORATION: The ELV INSTALL permit work has been completed and approved for the following project: Permit Number: ELV1605-00055_ Project Na -: UTISM CTR Site Location: 2120 Silverbell Rd, EAGAN The Department of Labor and Industry is required to inspect and provide approvals on elevator related devices prior to allowing them to be placed into service. An Inspector from the Elevator Safety Section recently performed an inspection of the work performed under the permit listed at the site above.The new installation is in compliance with the Department rules for elevators. NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. CONSTRUCTION CODES & LICENSING DIVISION Elevator Section 1 BLDG ('t/t-#4/7- /31¢344 f70vtro,P rrrtf'PiA-/330V1 Cit of Ea�ali NeMo TO: # 32 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM:ior Building Inspector DATE: September 2, 2015 RE: Plan Review For: Minnesota Autism C 212' ; -r -ell Rd Lot 1, Block 1 Tesseract 2nd 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 O Yes 0 No Landscape Security Required Zoning: O Yes 0 No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication O Yes 0 No Trail Dedication O Yes 0 No Tree Dedication O Yes 0 No PRV Required O Yes 0 No REF Reconciliation between Engineering & Finance G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 4,11' City of Evan We�o TO: # 32 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: September 2, 2015 RE: Plan Review For: Minnesota Autism Center 2120 Silver e d Lot 1, Block 1 Tesseract 2nd 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 0 Yes 0 No REF Reconciliation between Engineering & Finance G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 406° City of Eat c—Esek/ Nemo TO: # 32 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: September 2, 2015 RE: Plan Review For: Minnesota Autism Center ell Rd Lot 1, Block 1 Tesseract 2nd 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 ,11{ Yes ❑ No •tomYes ❑ No 2h/ .Yes ❑ No ❑ Yes No ❑ Yes 0 No 0 Yes 0 No Landscape Security Required Water Quality Dedication Park Dedication Trail Dedication Tree Dedication PRV Required REF Reconciliation between Engineering & Finance SOC. CC, Zoning: Meter Size: G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 41' City of Evan Nemo TO: # 32 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: September 2, 2015 RE: Plan Review For: Minnesota Autism Ce ter 2120 Silver Be I Rd Lot 1, Block 1 Tesseract 2nd 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 REF Reconciliation between Engineering & Finance G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Eagan Sema TO: # 32 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: September 2, 2015 RE: Plan Review For: Minnesota Autism C r 2120 Silver Bell Rd Lot 1, Block 1 Tesseract 2nd 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: in€2-4r1)>. dok 7/.;,5 ,-,,,vvic62--1 -to 0/4. 71r fy 0-(2) /5 gP-i. 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 O Yes 0 No Tree Dedication O Yes 21' No PRV Required ' Yes 0 No REF Reconciliation between Engineering & Finance G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Eagan Remo TO: # 32 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: September 2, 2015 RE: Plan Review For: Min sota Autism Center 2120 Silver Bell Rd Lot 1, Block 1 Tesseract 2nd 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: C - vc,s re,� saw S t 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 D Ye 0 No REF Reconciliation between Engineering & Finance G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 4011 City of Eat Kano TO: # 32 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: September 2, 2015 RE: Plan Review For: Minnesota Autism Center 2120 Silver Bell Rd Lot 1, Block 1 Tesseract 2nd 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 i• o Park Dedication ❑ Yes 0 No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes 0 No PRV Required O Yes ❑ No econciliation bet =-n Engineering & Finance G:\Building Inspections\F; 'M5\Commert - Bldgs Final & Plan Review LA/ 6C etters €ity of EaQali Weo TO: # 32 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: September 2, 2015 RE: Plan Review For: Minnesota Autism Center 2120 Silver Bell Lot 1, Block 1 Tesseract 2nd 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 0 No Yes El No Yes ❑ No Yes ❑No Yes u No Yes No Yes ❑ No Landscape Security Required Zoning: Water Quality Dedication Meter Size: Park Dedication Trail Dedication Tree Dedication PRV Required REF Reconciliation between Engineering & Finance G:\Building Insp s\FORMS\Commercial Bldgs Final & Plan Review Letters 41' €ityofEaali Ncmo TO: # 32 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: October 22, 2015 RE: Plan Review For: MINNESOTA AUTISM CENTER/HIGH SCHOOL (MAIN BUILDING) 2120 SILVER BELL LOT 1, BLOCK 1 TESSERACT 2ND 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 9 No REF Reconciliation between Engineering & Finance Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 41!0•• City of Eagan Nemo TO: # 32 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Fineran, Police r Building Inspector RE: Plan Review For: MINNESOTA AUTISM CENTER/HIGH SCHOOL (MAIN BUILDING) 2120 SILVER BELL LOT 1, BLOCK 1 TESSERACT 2ND 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: YVO4t. Indicate below any fees that are to be collected with the building permit. Amount Landscape Security Required Zoning: Water Quality Dedication Meter Size: Park Dedication Trail Dedication Tree Dedication PRV Required REF Reconciliation between Engineering & Finance ❑ Yes 0 No O Yes 0 No ❑ Yes 0 No ❑ Yes El No ❑ Yes 0 No O Yes 0 No ❑ Yes ❑ . fir G:\: ture Date uilding Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 4,111 City of Evan MeMo TO: #32 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: October 22, 2015 RE: Plan Review For: MINNESOTA AUTISM CENTER/HIGH SCHOOL (MAIN BUILDING) 2120 SILVER BELL LOT 1, BLOCK 1 TESSERACT 2ND 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: \ Qc c'6, � SSI ►c6c SF 3C bu►lcai,�� 8,07—t 5F d C( -P,- ., vac-\ e. x . - v ..f..6 k CA c cx C O c,4) Indicate below any fees that are to be collected with the building permit. Amount Yes ❑ No Yes ❑ No Yes ❑ No Yes ❑ No , ❑ Yes I2 No ❑ Yes D No ❑ Ye No Landscape Security Required Water Quality Dedication Mitit Park Dedication l Trail Dedication Tree Dedication PRV Required REF Reconciliation between Engineering & Finance Signa ure 72orria4-- Zoning: Meter Size: Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 41011'' CityofEaali Nemo TO: # 32 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: October 22, 2015 RE: Plan Review For: MINNESOTA AUTISM CENTER/HIGH SCHOOL (MAIN BUILDING) 2120 SILVER BELL LOT 1, BLOCK 1 TESSERACT 2ND 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: 6Ae Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes 0 No Water Quality Dedication Meter Size: ❑ Yes 0 No Park Dedication O Yes ❑ No Trail Dedication O Yes 0 No Tree Dedication O Yes 0 No PRV Required O Yes ❑ No REF Reconciliation between Engineering & Finance Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 401. City of Eaaau demo TO: #32 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: October 22, 2015 RE: Plan Review For: MINNESOTA AUTISM CENTER/HIGH SCHOOL (MAIN BUILDING) 2120 SILVER BELL LOT 1, BLOCK 1 TESSERACT 2ND 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: /4 - e ; Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: El Yes D No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication O Yes 0 No Trail Dedication O Yes 0 No Tree Dedication ❑ Yes ❑ No PRV Required O Yes ❑ No Signature REF Reconciliation between Engineering & Finance Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters (1.0°° City of Ea�ali Nano TO: # 32 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: October 22, 2015 RE: Plan Review For: MINNESOTA AUTISM CENTER/HIGH SCHOOL (MAIN BUILDING) 2120 SILVER BELL LOT 1, BLOCK 1 TESSERACT 2ND 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 El Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering & Finance Signature " Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 41,0 CityofEaQali Item TO: #32 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: October 22, 2015 RE: Plan Review For: MINNESOTA AUTISM CENTER/HIGH SCHOOL (MAIN BUILDING) 2120 SILVER BELL LOT 1, BLOCK 1 TESSERACT 2ND 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 O Yes No Landscape Security Required Zoning: ❑ Yes No Water Quality Dedication Meter Size: O Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication O Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required O Yes No REF Reconciliation between Engineering & Finance Signature / - Date ko/g0/ G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of EaQali b�mu TO: # 32 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Mike Lence, Senior Building Inspector DATE: October 22, 2015 RE: Plan Review For: MINNESOTA AUTISM CENTER/HIGH SCHOOL (MAIN BUILDING) 2120 SILVER BELL LOT 1, BLOCK 1 TESSERACT 2ND 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 ❑ Yes El No ❑ Yes 0 No O Yes ❑ No ❑ Yes No O Yes ❑ No ❑ Yes ❑ N Landscape Security Required Zoning: Water Quality Dedication Meter Size: Park Dedication Trail Dedication Tree Dedication PRV Required REF Reconciliation between Engineering & Finance Signatur G:\Buildin [0,z7-ir Date spections\FORMS\Commercial Bldgs al & Plan Review Letters City of Evan Me�o Jon Hohenstein, Community Development TO: Mike Ridley, Planning Dale Schoeppner, Building Inspections Scott Peterson, Building Inspections Craig Novaczyk or Mike Lence, Building Inspections Sarah Thomas, Planning Pam Dudziak, Planning Joe Gibbs, Utility Billing Darrin Bramwell, Fire Department John Gorder, Engineering Aaron Nelson, Engineering Paul Graham, Parks Eric Macbeth, Water Resources Gregg Thompson, Water Resources Jon Eaton, Utilities FROM: Craig Novaczyk Date: 5/26/16 SUBJECT: Final Inspection for: Project Name: Minnesota Autism Center Address: 2120 Silver Bell Rd The Inspections Division will be performing a final inspection at the above referenced property on 6/05/16 If you have cause for not granting the Certificate of Occupancy, please submit a "hold request" to my attention. The person/department requesting a hold is responsible for notifying and resolving problems with the affected parties. Dale Schoeppner Chief Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1810 Dear Mr. Schoeppner: September 14, 2015 The Metropolitan Council Environmental Services (MCES) Division has determined the SAC to be charged for the wastewater capacity demand for Minnesota Autism Center to be located at the intersection of Silver Bell Road and Tesseract PI. within the City. The City will be charged 24 SAC Units for this project, as determined below. Charges: Office 2082 sq. ft. @ 2400 sq. ft. / SAC Meeting 2072 sq. ft. @ 1650 sq. ft. / SAC Classroom (not college) (no showers in school) 10,650 sq. ft. @ 540 sq. ft. / SAC Gym/Auditorium (riser) 308 ft. @ 1.5 ft. @ 110 seats / SAC Total Charges: SAC Units 0.87 1.26 19.72 1.87 23.72 or 24.00 The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email corymcculloughmetc.state.mn.us. Sincerely, Cory McCullough SAC Program Technical Specialist CM: Is: 150914A47 (701017, 387906) Determination expiration: 09/14/2017 cc: Peggy Fleck & Amy Griffin, City of Eagan Kevin Toboja, Ryan Companies File, MCES 390 Robert Street North 1 St. Paul, MN 55101-1805 Phone 651.602.1000 1 Fax 651.602.1550 1 TTY 651.291.0904 1 metrocouncil.org Ar;E pa, Ennployer 44.— METROPOLITAN P The MAC High School FIRST FLOOR PLAN 4 6i The MAC High School Z 0 w o 0 z O W cc F H O h Z Z O 5 0 llit 0 O 1 O ''II J A Special Inspection Final Report MAC — High School Eagan 2120 Silver Bell Road Eagan, Minnesota Prepared for Ryan Companies US, Inc. Project B1503454 June 28, 2016 Braun Intertec Corporation BRAUN INTERTEC The Science You Buiht On. Braun Intertec Corporation 11001 Hampshire Avenue S Minneapolis, MN 55438 June 28, 2016 Project B1503454 Mr. Kevin Toboja Ryan Companies US, Inc. 50 South 10th Street, Suite 300 Minneapolis, MN 55403 Re: Special Inspection Procedural and Final Report MAC — High School Eagan 2120 Silver Bell Road Eagan, Minnesota Dear Mr. Toboja: Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com Please find attached to this procedural report the Special Inspection Final Report for the Minnesota Autism Center (MAC) — High School Eagan project and the supporting Special Inspection Daily Reports. Special Inspection and Testing Procedures The special inspection services were periodically provided by 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 contractor's work designated by the project structural 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 the responsibility or authority to, nor is it the intent of special inspections to have them 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 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. AA/i` OE Ryan Companies US, Inc. Project B1503454 June 28, 2016 Page 2 Summary of Special Inspections and Material Observations and Tests Soil Evaluation and Testing Basis for Evaluation. We performed soil borings and conducted a geotechnical evaluation for this project under Braun Intertec project number B1503454. The borings and evaluation were submitted in a report dated August 21, 2015 to Ryan Companies US, Inc. The general soil profile across the proposed building area consisted of approximately 4 to 14 feet of topsoil and previously placed fill over glacial clays and sands. Excluding the topsoil, the fill was relatively uniform and moderately to well compacted. For foundation and slab support, it was recommended the topsoil and any loose or soft clays or fill be removed from below the foundations and slabs until compacted fill soils or glacial soils judged suitable for building support are exposed. Where needed, engineered fill could then be placed to reestablish footing and slab grades. In areas where the excavation extended below footing grade, it was recommended the excavation be properly oversized. If the soil corrections were performed as recommended, it was recommended a net soil bearing pressure of up to 4,000 pounds per square foot (psf) be used for design of the spread footings. The project structural plans indicated a required a soil bearing pressure of 4,000 psf. Evaluation Procedures. Soils exposed at structure subgrade elevations and in other excavations were visually evaluated, while those below subgrade elevations and excavation bottoms were evaluated using hand auger borings and DCP tests. These tasks were performed to determine if the observed and tested soils were consistent with those encountered by the geotechnical borings performed for the project and suitable for support of the design structural Toads. Compaction tests were taken in areas where backfill was placed to raise grade to the required construction elevations. The hand auger borings were drilled with a 1 1/2 -inch -diameter hand auger. The borings were advanced in 2- to 4 -inch increments to depths of 2 to 3 feet below subgrade elevations or excavation bottoms. The auger was then withdrawn from the borehole to obtain cuttings. The soils encountered in the borings were classified in general accordance with ASTM D 2488, "Description and Identification of Soils (Visual/Manual Procedures)." Preliminary estimates of soil relative density were also evaluated based on resistance to penetration of the hand auger and the turning resistance. The DCP tests were done using a solid metal rod fitted with a 1 3/8 -inch diameter conical point. The point is driven into the soil with a 12 -pound weight falling 20 inches. The number of blows required to drive the point incrementally 6 inches into the ground is recorded. The blows required to drive the point each 6 -inch increment is then used to judge the soil's relative density, and as a basis to estimate the suitability of the soils to support the design loads. The compaction testing was done using a nuclear density gauge in accordance with ASTM D 698. Evaluation and Testing Results. During building pad preparation, the topsoil and unstable or soft fill soils were stripped until compacted fill soils or glacial clays or sands judged suitable for building support were exposed. Excavation depths ranged from approximately 1/2 to 3 feet below the proposed building pad slab subgrade. After stripping the exposed soils were surface compacted with a large self-propelled vibratory roller. Excavation depths generally did not exceed perimeter footing grades, however, where required the BRAUN INTERTEC Ryan Companies US, Inc. Project B1503454 June 28, 2016 Page 3 excavations were oversized a minimum of 1 foot horizontally beyond the outside of the footing for each foot vertically the excavation extended below the foundations (1:1 oversizing). Fill to reestablish footing and slab grades generally consisted of onsite silty sands and lean clays. Compaction testing of the backfill was performed using a nuclear density gauge on a periodic basis to determine the in place density of the compacted fill. Concrete Reinforcement Concrete Reinforcement. We initially reviewed the reinforcement and dowel requirements on the project structural drawings and shop drawings, if available. Information reviewed included bar size, bar length, bar spacing, bar location, splice lengths and dowel placement. This information was then used to determine if the in-place reinforcement was placed in accordance with the requirements of the project plans and specifications. We also noted if the in-place reinforcement was free of rust, scale and soil. Structural Concrete Concrete Placement Observations. Concrete placement observations were performed to monitor the procedures being used by the contractor and to determine if they were consistent with typical industry standards. Fresh Concrete Testing. Routine tests to determine the plastic concrete's slump, temperature and air content were done during each pour. In addition, concrete cylinders were cast at rates specified in the project specifications to evaluate the concrete's compressive strength. Concrete Compressive Strength Testing. The cast concrete cylinders were temporarily stored at the site and then returned to our laboratory for moist curing and testing. The results of the concrete compressive strength testing were forwarded to the interested parties under a separate cover as they became available. Structural Steel 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 determine 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 Toad. At connections where the splined ends were not, or could not be removed, the torque applied to the bolt by the contractor was determined using a hand-held torque wrench. In addition, each connection was observed for fit -up and to determine if the various plies were in contact with one another. BRAUN INTERTEC Ryan Companies US, Inc. Project B1503454 June 28, 2016 Page 4 Metal Deck Weld and Fastener Observations. Metal deck weld observations were conducted in general accordance with AWS D1.3-1998, 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 completeness of the side -lap fastener installation were observed and evaluated. Shear Studs. In areas where shear studs were placed over the supporting structural steel members, the size, spacing and soundness of the stud welds were documented. Soundness was determined by impacting each stud with an 8 -pound maul. Sound studs "ring" if they are fully attached to the steel member. Unsound studs "thud" when impacted. Unsound studs were broken off and marked for replacement. The replacement studs were tested in the same manner. Finally, selected sound studs were bent in accordance with the project requirements to further evaluate their soundness. Ultrasonic Examinations. Ultrasonic examinations of the full -penetration -welded connections 5/16 inch or greater were conducted in general accordance with the AWS D1.1- 2010, Section 6, Table 6.2 static loaded criteria and the requirements of the project plans and specifications. General In performing its services, Braun Intertec used that level of care 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 special inspection and testing services for this project. After review of the attached Special Inspection Final Report, if you have any questions or require additional information, please contact Josh Van Abel at 952.995.2310 or jvanabel@braunintertec.com. Sincerely, BRAUN INTERTEC CO PORATION Joshua J. Van Abel, PE Principal - Senior Engineer Robert J. Jessen, PE President - Principal Engineer Attachment: Special Inspection Final Report c: Mr. Dale Schoeppner, City of Eagan Steve Clark, PE, Ericksen, Roed & Associates, Inc. Greg McCool, PE, Ericksen, Roed & Associates, Inc. Ms. Ashley Curley, Ryan Companies US, Inc. Mr. Bob Curley, Ryan Companies US, Inc. BRAUN INTFPTFr- BRAUN 1NTERTEC The Science You Build On. Special Inspection Final Report City of: Eagan Braun Intertec Corporation 11001 Hampshire Avenue S Minneapolis, MN 55438 Project: MAC — High School Eagan Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com Date: June 28, 2016 Attention: Mr. Kevin Toboja 2120 Silver Bell Road Eagan, Minnesota Braun Intertec Project: B1503454 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 testing have been provided for the following items: Soils The required observations and testing in the field and laboratory have been completed. Observations and testing of the subgrade and excavation bottoms indicated that the exposed soils were consistent with those encountered by the geotechnical borings performed for this project and were capable of supporting a net allowable bearing pressure of up to 4,000 pounds per square foot. Compaction tests were performed during placement of fill and indicated the procedures used by the contractor were adequate to compact the backfill and fill to densities which meet the project requirements. There are currently no outstanding failing compaction tests or unresolved soils -related issues. Concrete The required testing in the field and in the laboratory has been completed. The results have been forwarded under separate cover. The compressive strength testing indicates the concrete placed has met the project requirements. The placement procedures used were judged to have met the project requirements. There are no outstanding or unresolved concrete -related issues. Reinforcing Steel The reinforcement placement detailed in the attached Special Inspection Daily Reports was observed according to the requirements of the project plans and specifications. There are no outstanding or unresolved reinforcing steel -related issues. A,A;r_or Ryan Companies US, Inc. Project B1503454 June 28, 2016 Page 2 Structural Steel The bolted connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the plans and specifications. There are currently no outstanding or unresolved bolted connection -related issues. The welded connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project 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 unresolved structural welding -related issues. 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. Discrepancies were noted and documented. These connections were found to be acceptable following the required corrections. There are currently no outstanding or unresolved decking -related issues. The shear studs detailed in the attached Special Inspection Daily Reports were observed and tested in general accordance with the requirements of the project plans and specifications. There are currently no outstanding or unresolved shear stud -related issues. 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 work 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 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..�s�� :y/ J / CU �:Z. LICENSED . Joshua J. Van Abel, PE _ ?PROFESSIONAL : ENGINEER : Principal - Senior Engineerct; 410108e` License Number: 45108 ',,'9ji•.,.. • June 28, 2016 ,,,,, �oi.iNc Attachments: Non -Structural Steel Special Inspection Daily Reports 1 through 12 dated 9/29/15 through 3/17/16 Structural Steel Special Inspection Daily Reports 1 through 11 dated 11/30/15 through 4/6/16 Structural Steel Summary of Discrepancies BRAUN INTERTEC August 25, 2015 Mr. Terry Helland RSP Architects 1220 Marshall Street N.E. Minneapolis, MN 55413 E5� ESI ENGINEERING, INC 7831 Glenroy Road/Suite 430 Minneapolis, Minnesota 55439 Tel: (952) 831-4646 Fax: (952) 831-6897 www.esi-engineering.com Summary Report Evaluation of Building Exterior Noise Reduction The MAC High School – Eagan, Minnesota This report summarizes our findings and recommendations related to building exterior noise reduction for The Minnesota Autism Center High School in Eagan, Minnesota. We understand the City of Eagan code requires the building to meet certain noise reduction levels based on the "Aircraft Noise Zone" established in the Metropolitan Council's 2040 Transportation Policy Plan. The noise reduction requirements apply to the roof, walls, windows and doors, as well as the mechanical systems that could allow noise to propagate to the interior. One way to demonstrate the design meets the City requirements is to assure the "plans and specifications adequately document the use of construction assemblies that meet or exceed the STC ratings required. ESI Engineering has been asked to evaluate the building design to determine if the code STC requirements are being met and provide recommendations to meet requirements if necessary. Regulations To determine the STC ratings required, several documents were reviewed. The following lists the steps and logic used to determine the ratings and other requirements. 1. Regulations that effect this project include the following: a. City of Eagan Code; Sec. 11.64. - ANZ—Aircraft Noise Zone Overlay District. b. Metropolitan Council 2040Transportation Policy Plan, Appendix L: Aviation Land Use Compatibility Guidelines. Adopted January 14, 2015. c. Metropolitan Council Builders Guide: Mitigating Aircraft Noise in New Residential Construction. Dated March 2006. 2. The project site is located at 3800 Silver Bell Road, Eagan, MN 55122. According to Figure L-1 in the Metropolitan Council 2040 Transportation Policy Plan (2040 Plan), the site is located within the 60 DNL contour for the Minneapolis – Saint Paul International Airport (MSP). Figure 1 shows the project site location on the MSP noise contour map. 3. The City of Eagan Code, "Sec. 11.64. - ANZ–Aircraft Noise Zone Overlay District", has requirements for land uses affected by aircraft noise. "Subd. 6. Establishment of aircraft noise zones", states that land in a DNL 64-60 zone is an aircraft noise zone 4. Mr. Terry Helland RSP Architects August 25, 2015 Page 2 at,.. Fan. neecnea tars, ty • u. NN Loma ute insustruu ni.eute commtnia, aria stn. ta.arrat Ina mats. E§ Damara nh:gt ® ▪ ..c, seevr�ee«e uvorzY nneapalts - St .Pa -u1 n t e r n a. t I o n a! .A Ir p o r (MSP) Figure 1 — MSP noise contours map showing project site location. 4. In Table 1 of this the Eagan code section, school land use categories in aircraft noise zone 4 have a "Conditional" land use compatibility. The Code defines conditional use as, "A use that is not permitted, unless it meets the structural performance standards as set forth in Table L-4, and the factors set forth in Table L-5 of the Metropolitan Council 2030 Transportation Plan, Appendix L—Land Use Compatibility Guidelines for Aircraft Noise." While the code references the 2030 Plan, the 2040 Plan is actually the correct reference. 5. According to the 2040 Plan, the project development type is an "Infill Development", which is defined as the following: "pertains to an undeveloped parcel or parcels of land proposed for development, similar to or less noise -sensitive than the developed parcels surrounding it. 6. Table L-3 of the 2040 Plan provides land use compatibility guidelines for aircraft noise. According to the table, educational land use categories for infill development projects within a noise exposure zone of 64-60 DNL are considered a "Provisional" compatibility. 7. The 2040 Plan defines a provisional compatible land use as, "uses that should be discouraged if at all feasible; if allowed, must meet certain structural performance standards to be acceptable according to MS473.192 (Metropolitan Area Aircraft Noise Attenuation Act). Structures built after December 1983 shall be acoustically constructed so as to achieve the interior sound levels described in Table L-4. Each local governmental unit having land within the airport noise zones is responsible for implementing and enforcing the structure performance standards in its jurisdiction." 1 Mr. Terry Helland August 25, 2015 RSP Architects Page 3 8. Table L-4 of the 2040 Plan states that aircraft sound level inside educational structures should not exceed 45 dBA. 9. Table 1 in the Eagan Code section 11.64 states that school buildings in aircraft noise zone 4 need to provide at least 19 dBA of noise reduction for compatibility. 10. Table 5 of this code section states that to achieve a noise level reduction of 20 dBA, the following STC ratings for building elements is required (the Table 5 footnote says the rating is actually 2 STC points less than the table values): a. Roof/Ceiling STC 38 b. Walls STC 38 c. Windows STC 28 d. Doors STC 18 These requirements match the ordinance recommendations in Appendix C of the Metropolitan Council Builders Guide. 11. Along with the Table 5 STC requirements listed above, the City of Eagan Code Sec. 11.64.8.B.1.a. also requires the plans and specifications demonstrate compliance with the following to assure the elimination of sound leaks: (1) All mechanical ventilation systems shall be installed that will provide the minimum air circulation and fresh air supply requirements as provided in the State and International Building Code for the proposed occupancy without the need to open any exterior doors or windows. (2) The perimeter of all exterior windows and door frames shall be sealed airtight to the exterior wall construction. (3) Fireplaces shall be equipped with well fitted chimney closing devices. (4) All ventilation ducts, except range hoods, connecting interior space to outdoors shall be provided with a bend such that no direct line of sight exists from the exterior to the interior through the vent duct. (5) Doors and windows shall be constructed so that they are close fitting. Weather stripping seals shall be incorporated to eliminate all edge gaps. (6) All penetrations through exterior walls by pipes, ducts, conduits and the like shall be caulked airtight to the exterior construction. Building Element STC Review The MAC High School building elements must meet the STC requirements listed in point 10 above. The following is a review of the STC ratings for each element: 1. The roof must have a minimum rating of STC 38. The building has two different roof constructions: a. A built up roof construction consisting of either acoustical or standard metal deck, cover board, vapor retarder, rigid insulation, EPDM membrane and minimum 9 psf ballast, as shown in Figure 2. Level 2 spaces below have either an ACT ceiling, gypsum board ceiling, or are open to the structure. Without a Mr. Terry Helland RSP Architects August 25, 2015 Page 4 ceiling, the roof assembly has a rating of STC 461, which meets the STC 38 requirement. The ACT and gypsum board ceilings will only increase the roof assembly STC ratings further. Figure 2 — Built-up roof type detail. b. A composite deck consisting of 4-% inch thick normal weight concrete on 2 inch deck with insulation and membranes above, as shown in Figure 3. Level 2 spaces below have either an acoustical ceiling tile (ACT) ceiling, gypsum board ceiling, or are open to the structure. The average concrete thickness of the roof is 5-% inches. Concrete slabs that are 4 inches and 6 inches thick have ratings of STC 492 and STC 553, respectively, therefore this roof assembly meets the minimum STC 38 requirement without the additional reduction provided by the ACT. ROOF TYPES #1 & #2 LAYER MATERIAL DESCRIPTION BALLAST BALLAST AS REQUIRED / 0 EPDM MEMBRANE LOOSE LAID 0.045 INCH THICK EPDM MEMBRANE (2,,,,,a;a,,,,,,a,Li6/e9, 1 ••••%i�%bilin RIGID INSULATION FLAT OR TAPERED RIGID INSULATION (INSUL-4, INSUL-5) AS SHOWN ON THE ROOF PLANS, MECHANICALLY FASTENED 4•%�i•••• 2 J VAPOR RETARDER SELF -ADHERED VAPOR RETARDER (VR -2) INSTALLED ON GYPSUM SHEATHING. SELF -ADHERED VAPOR RETARDER (VR -2) INSTALLED DIRECTLY ON CONCRETE ROOF DECK. 3 COVER BOARD 1/4"-1/2" PER MANUFACTURERS RECOMMENDATION SEE STRUCTURAL FOR EXTENTS OF CONCRETE. 4 4 METAL DECK ROOF TYPE #1- 1 1/2" METAL DECK. SEE STRUCTURAL DWGS SEE STRUCTURAL DWGS. 5 FOR LOCATIONS. ROOF TYPE #2- 1 1/2" ACOUSTICAL METAL DECK. SEE STRUCTURAL DWGS FOR LOCATIONS. Figure 2 — Built-up roof type detail. b. A composite deck consisting of 4-% inch thick normal weight concrete on 2 inch deck with insulation and membranes above, as shown in Figure 3. Level 2 spaces below have either an acoustical ceiling tile (ACT) ceiling, gypsum board ceiling, or are open to the structure. The average concrete thickness of the roof is 5-% inches. Concrete slabs that are 4 inches and 6 inches thick have ratings of STC 492 and STC 553, respectively, therefore this roof assembly meets the minimum STC 38 requirement without the additional reduction provided by the ACT. Figure 3 — Composite deck roof type detail. 1STC laboratory test number TLF-99-015a by National Research Council Canada. 2STC laboratory test result listed in the Precast/Prestressed Concrete Institute Design Handbook. 3STC laboratory test result listed in the Precast/Prestressed Concrete Institute Design Handbook. ROOF TYPE #3 LAYER MATERIAL DESCRIPTION WALKWAY PAD HEAT WELDED WALKWAY PAD (PAD -1) WHERE SHOWN ON ROOF PLANS. / 0 EPDM MEMBRANE MECHANICALLY FASTENED 0.045 INCH THICK EPDM MEMBRANE / 1 RIGID INSULATION FLAT OR TAPERED RIGID INSULATION (INSUL-4, INSUL-5) AS SHOWN ON THE ROOF PLANS, ADHERED TO VAPOR RETARDER (VR -2) &%1 is ` ;S: ��- 4� ��*�� ++ ��w�r VAPOR RETARDER SELF -ADHERED VAPOR RETARDER (VR -2) INSTALLED DIRECTLY ON CONCRETE ROOF DECK. CONCRETE SEE STRUCTURAL FOR EXTENTS OF CONCRETE. 4 METAL DECK SEE STRUCTURAL DWGS. Figure 3 — Composite deck roof type detail. 1STC laboratory test number TLF-99-015a by National Research Council Canada. 2STC laboratory test result listed in the Precast/Prestressed Concrete Institute Design Handbook. 3STC laboratory test result listed in the Precast/Prestressed Concrete Institute Design Handbook. Mr. Terry Helland August 25, 2015 RSP Architects Page 5 2. Exterior walls must have a minimum rating of STC 38. The exterior wall is a precast concrete panel consisting of a 3 inch thick outer layer of concrete, 3 inch thick rigid insulation, and an inner 6 inch thick lay of concrete. Most spaces will have an interior furred out wall consisting of a 1/2 inch air gap, 2-1/2 inch deep metal studs and one (1) layer of % inch thick gypsum board. By itself, 6 inch thick concrete has a rating of STC 55, which meets the STC 38 requirement. The additional 3 inch concrete with 3 inch rigid insulation on one side and furred out wall on the other will only increase the STC rating. 3. Windows must have a minimum rating of STC 28. The project has two curtain wall systems (EFCO Series 5900 and S-5500) and one casement window system (EFCO Series S-450) that have ratings of STC 304, STC 305, and STC 316, respectively, which meet the STC 28 requirement. 4. Doors must have a minimum rating of STC 18. Exterior door types include full glass aluminum double and single doors, flush hollow metal double and single doors, and flush aluminum single doors. All exterior doors will be tight fitting and include weather stripping seals to improve thermal energy conservation and improve sound insulation. Hollow metal doors with weather stripping have a rating of STC 28', which meets the design goal. Sound Leak Prevention As listed in point 11 of the regulations discussion above, the Eagan Code requires the plans and specifications demonstrate compliance with the following to assure the elimination of sound leaks: The following are our comments related to sound leaks through mechanical and other paths. (1) The building HVAC is designed to provide the minimum air circulation and fresh air supply requirements as provided in the State and International Building Code for the proposed occupancy without the need to open any exterior doors or windows. (2) The perimeter of all exterior windows and door frames will be caulked to create an airtight seal to the exterior wall construction. (3) The building does not have any fireplaces or chimneys, so this noise transmission path is not an issue. (4) All ventilation duct connecting interior space to the outdoors will be have at least one bend, which prevents direct line of sight from the exterior to the interior. (5) Doors and windows will be constructed so that they are close fitting and sealed caulked at the frame perimeter. Doors and operable windows will have weather stripping seals to eliminate all edge gaps. (6) All penetrations through exterior walls by pipes, ducts, conduits and the like will be caulked to create an airtight seal to the exterior wall construction. 4STC laboratory test number 01-41618.01A by Architectural Testing, Inc. 6STC laboratory test number 58489.01 by Architectural Testing, Inc. 6STC laboratory test number TL10-380 by Riverbank Acoustical Laboratories. 7STC laboratory test result by the National Research Council Canada. Listed in Noise Control in Buildings by Cyril M. Harris, 1994. Mr. Terry Helland August 25, 2015 RSP Architects Page 6 Conclusions The City of Eagan and Metropolitan Council require new construction located within noise exposure zones to meet certain STC requirements for outdoor to indoor noise reduction. As designed, the new MAC High School building meets these requirements. No modifications to the current design are required. We appreciate the opportunity to work with you on this project and remain available to assist in the resolution of these and any other matters. Please let us know if you have questions or need more information. Sincerely, Ryan L. Skoug, P.E. (Acoustics/Oregon) ESI Engineering, Inc. Anthony J.axter, P.E. ESI Engineering, Inc. 443 Lafayette Road N. St. Paul, Minnesota 55155 www.dli.mn.gov 7/18/2016 MINNESOTA DEPARTMENT OF LABOR & INDUSTRY MN AUTISM CTR 5710 BAKER RD MINNETONKA, MN 55345 RE: PERMIT # ELV 1605-00055 Project: MN AUTISM CTR Location: EAGAN, MN 55122 Address: 2120 Silverbell Rd Dear Sir/Madam: (651) 284-5005 1-800-342-5354 APPROVED FOR USE Minnesota Statutes Chapter 326B provides that the Department of Labor and Industry, Construction Codes & Licensing Unit, Elevator Safety Section, inspect and approve elevators and manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your facility and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the ANSPASME A17.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. ALL ELEVATOR RELATED EQUIPMENT IS SUBJECT TO ANNUAL RENEWAL OF THE OPERATING PERMIT: It is the owner's responsibility to maintain and keep current with all tests in accordance with the ASME A17.1 and the ASME A17.3. Frequencies for the required tests can be found in Chapter 1307 of the Minnesota State Building Code. Failure to maintain and perform the required tests may result in revocation of the annual operating permit. Operation of an elevator related device without a valid operating permit may result in an issuance of a "stop order" from the department and possible penalty of up to $10,000. For more information see our website at: http://www.dli.mn.gov/CCLD/Elevator.asp Sincerely, CONSTRUCTION CODES & LICENSING Gary Bjorklund State Elevator Inspector c: SCHINDLER ELEVATOR CORPORATION Dale Schoeppner, City of Eagan Building Official EIFormCE2 This information can be provided to you in alternative formats (Braille, large print or audio). An Equal Opportunity Employer 443 Lafayette Road N. St. Paul, Minnesota 55155 www.dli.mn.gov t MINNESOTA DEPARTMENT OF LABOR 8C INDUSTRY CERTIFICATE OF APPROVAL PERMIT TYPE: ELV INSTALL Project: MN AUTISM CTR Address: 2120 Silverbell Rd City: EAGAN, MN (651) 284-5005 1 -800 -DIAL -DLI Approval is for permit work performed by SCHINDLER ELEVATOR CORPORATION under permit number ELV1605-00055, and based upon the requirements set forth in the Minnesota Statutes, Chapter 326B.184 and Minnesota Rule 1307.0035. For new installations, this certificate serves as your Operating Permit for the first year as required by Minnesota Statutes, Chapter 326B.184. If you have questions related to the issuance of this permit call: (651) 284 5071 Department of Labor and Industry Construction Codes and Licensing Div. Elevator Safety Section 443 Lafayette Road N. St. Paul, MN 55155 COPY TO ELEVATOR CONTRACTOR SCHINDLER ELEVATOR CORPORATION 20 WHIPPANY RD ATTN TAX DEPT PO BOX 1935 MORRISTOWN, NJ 07960 COPY TO BUILDING OFFICIAL City of Eagan Building Official, Dale Schoeppner 3830 Pilot Knob Rd Eagan, MN 55122 emier TEST & BALANCE INC 375 230th Ave, Somerset WI 54025 - Phone: (612) 834-0311 Fax: (414) 377-3349 www. Premierbalancinq.com Testing, Adjusting & Balancing Report TABB TECHNICIAN Technician: Pete Korzenowski Cell Phone: 612-834-0311 Email Address: pete@premierbalancing.com PROJECT Minnesota Autism Center High School 2120 Silver Bell Road Eagan, MN 55122 CLIENT Allan Mechanical Contractors 7875 Fuller Road Eden Prairie, MN 55344 ENGINEER Allan Mechanical Contractors 7875 Fuller Road Eden Prairie, MN 55344 Report Date July 6, 2016 TABB CERTIFICATION TABB certification of a Supervisor is TABB's statement that the Supervisor is able to supervise testing, adjusting and balancing of building environmental systems to produce the design objectives or optimum system performance. For TABB Certification purposes, a Supervisor is the person who, while employed by a TABB Certified Contractor, is responsible and accountable for overseeing, coordinating and ensuring that projects are performed by TABB Certified Technicians in accordance with TABB standards (including the ICB Code of Conduct and the TAB General Rules). Measurements recorded in this report are in accordance with the SMACNA / TABB HVAC Systems, Testing, Adjusting and Balancing manual. Peter Korzenowski TABB Technician EB875225T December 31, 2016 Printed: 03)01{ TABB Certified "The Professional's Choice" ter Korzenowski w7esr&8al LLC. TABS TABS Supervisor 888752255 December 31, 2016 Printed 01(01/2010 Page 2 TABB QUALITY ASSURANCE PROGRAM BACKGROUND TABB seeks to ensure the integrity of its certification program by: (a) setting eligibility criteria for TABB Certified Supervisors and TABB Certified Contractors, (b) establishing testing procedures for TABB Certified Supervisors, (c) requiring continuing education and continuous compliance with eligibility criteria for renewal of certification, and (d) periodically reviewing its recognition of technician certification. High quality work on the part of TABB Certified Technicians and TABB Certified Supervisors and TABB Certified Contractors (TABB Professionals ) is essential to integrity of the TABB Certification Program. TABB offers this TABB Quality Assurance Program to help assure high quality work. By accepting TABB qualification or certification, every TABB Professional accepts the responsibilities or this Program. Quality Assurance Every customer of a TABB Certified Contractor shall be entitled to expect: (1) that testing, adjusting and balancing work by the contractor and its TABB Professionals will meet TABB standards; (2) that testing, adjusting and balancing reports provided to the customer will have been prepared by a TABB Certified Technician, and reviewed by a TABB Certified Supervisor; and (3) that the report(s) will include measurements taken accurately with the date and mode of operation of the systems. TABB 8403 Arlington Boulevard Fairfax, VA 22031 Phone - (703) 299-5646 Fax - (703) 683-7615 TABB Certified "The Professional's Choice" Page 3 INSTRUMENT CALIBRATION REPORT INSTRUMENT MODEL MANUFACTURER SERIAL NUMBER CALIBRATION DATE Rotating Measuring Instrument PLT -5000 Mitchell Instruments B1518531P 07/02/16 Temperature Measuring Instrument ADM -870C Shortridge wss M12418 01/15/16 Electrical Measuring Instruments 117 322 Fluke Fluke 18561871 17830473 01/13/16 01/13/16 Air Pressure Measuring Instrument ADM -870C Shortridge M12418 01/15/16 Air Velocity Measuring Instrument ADM -870C Shortridge M12418 01/15/16 Hydronic Pressure Measuring Instrument 0 to 300 psi HM -670 Alnor 71514005 01/05/16 Humidity Measuring Instrument HM141/HMP46 Mitchell Instruments 150307365 11/16/15 TABB Certified "The Professionals Choice" Page 4 Project: Technician: Premier Test & Balance Minnesota Autism Center High School Pete Korzenowski Premier Job Number: 1164 Report Date: 7/6/16 Index Page System / Equipment Description Completion Date 6 11-12 13-14 15-16 17-18 19-20 22 23 24-38 ri 39-59 60-64., VAV Summary RTU -3 RTU -4 .. . RTU -5 RTU -6 RTU -7 RTU -9 RTU -10 RTU -11 Exhaust VAV Summary Constant Air Volume Constant Air Volume Constant Air Volume Constant Air Volume Constant Air Volume Constant Air Volume Constant Air Volume Constant Air Volume Constant Air Volume Constant Air Volume Variable Air Volume Variable Air Volume Constant Air Volume 7/6/16 6/2/16 6/2/16 6/2/16 6%2/16 6/2/16 ,. '- 6/7/16 6/7/16 ..612116 6/2/1-6-- 6/7/16 /2/16, uv6/7/16 6/7/16 6/6/16 6/6/16. 6/8/16 TABB Certified "The Professional's Choice" Page 5 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School VAV Summary Pete Korzenowski VAV Summary Report Premier Job Number: 1164 Completion Date: 7/6/16 VAV Summary VAV Number AHU Number Inlet Size DDC Address CaI. Factor Area Served Cooling CFM Heating CFM Min Max Min Max Remarks 2-02 2-03 2-04 2-05 2-06 2-07 2-08 2-09 2-10 2-11 2-12 2-13 2-14 1-01 1-02 1-03 1-04 1-05 1-06 1-07 1-08 1-09 1-10 1-11 1-12 1-13 1-14 1-15 1-16 1-17 1-18 1-19 RTU -11 RTU -11 RTU -11 RTU -11 RTU -11 RTU -11 RTU -11 RTU -11 RTU -11 RTU -11 RTU -11 RTU -11 RTU -11 RTU -11 RTU -12 RTU -12 RTU -12 RTU -12 RTU -12 RTU -12 RTU -12 RTU -12 RTU -12 RTU -12 RTU -12 RTU -12 RTU -12 RTU -12 RTU -12 RTU -12 RTU -12 RTU -12 RTU -12 - 14 14 12 10 12 12 10 14 10 14 10 14 10 8 8 10 12 12 10 14 10 14 -10 14 8 12 __ 8 8 6 8 6 12 8 2-01 1.12 2-02 1.23 2-03 1.19 2-04 1.21 2-05 1.22 2-06 1.21 2-07 1.16 2-08 - 1.13 2-09 1.12 2-10 1.25 2-11 1.21 2-12 1.09 2-13 1.32 2-14 1.19 1-01 1-02 1-03 1-04 1-05 1-06 1-07 1-08 1-09 1-10 1-11 1-12 1-13 1-14 1-15 1-16 1-17 1-18 1-19 1.25 1.16 1.26 1.22 1.23 - 1.20 1.20 - 1.14 1.20 11:119,6 1.25 - _ 1.24 1.17 1.25 1.23 1.30 1.26 1.28 - Fan Traverse Fan Traverse 202 204 205 208 209 210 211 212 213 214 216 203 114 115 116 117 118 119 120 121 122 123 125 112 111.2 110 101 _ 103 104 111 106 200 160 100 134 125 100 _ 180 100 160 100 165 103 65 55 100 125 125 100 180 100 180 100 145 46 120 60 60 35 60 30 140 50 - 2000 2000 1 610 1000 1340 1250 1000 1800 1000 _ 1625 1000 1650 1030 650 550 fodb -1-250 - 1250 1000 1800 1000 1800 1000 1450 460 1200 - -600 800 350 600 300 1400 550 - N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A --N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A - -N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A TABB Certified The Professionals Choice" Page 6 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -1 Pete Korzenowski Air Handling Unit Test Data Premier Job Number: 1164 Completion Date: 6/2/16 System Scheduled Data Model number: YSC048E4RHA Manufacturer: Trane Total Design CFM: 1,590 Fan Static Pressure: 0.75 Serial number: 155010499L Outlet Total CFM: 1,590 Min.Outside Air CFM: 260 Equipment Location: Roof Performance Data Description Motor HP. Motor RPM: Motor Hertz: Motor Service Factor: Motor Phase: Motor Voltage: Mo . Motor BHP: Fan RPM: Scheduled / Submittal Data 1.00 1725 60 1.50 33 460 910 Initial RPM Actual Field Measurements 1.00 1725 60.0 1.50 486 484 486 0.69 858 Final RPM Static Pressure Data Component Static Pressure Pressure Rise / Drop Pressure Total In Out Fan: -0.29 0.39 Rise 0.68 Airflow Measurements Supply Air Opening No. Area Served Design Final Reading Preliminary Reading CFM CFM % CFM 1 230 1590 1678 106% 1981 Total 1590 1678 106% \ 1981 Minimum Outside Air Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM Total ,,NUM , 27 x 10 -- .. 1.88 ,.. 139 260 145272 105% 145 272 Remarks: a) The sum of the diffusers was used for the fan total. b) c) d) e) TABB Certified "The Professional's Choice" Page 7 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -1 Premier Job Number: 1164 Pete Korzenowski Completion Date: 6/1/16 Air Outlet Test Report Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 2 3 5 230 230 230 230 230 Flow Hood Flow Hood Flow Hood Flow Hood Row Hood 0.80 0.80 1.00 1.00 1.00 ., .,n 281 281 380 _ 380 x.. 380.. 225 225 380 380 380 306 ,. 292 374 414 ti 412 245 234w.. KK 374 414 412 109% 104% 98% 109% 108% 246 . 242 551 541-- 197 194 551, .. . 499 _ 541 Total Remarks: a) b) c) d) e) TABB Certified "The Professional's Choice" 1590 1678 106% 1981 Page 8 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -2 Pete Korzenowski Air Handling Unit Test Data Premier Job Number: 1164 Completion Date: 6/2/16 System Scheduled Data Model number: YSC048E4RHA Manufacturer: Trane Total Design CFM: 1,590 Fan Static Pressure: 0.75 Serial number: 155010527L Outlet Total CFM: 1,590 Min.Outside Air CFM: 260 Equipment Location: Roof Performance Data Description Motor HP: Motor RPM:1725 Motor Hertz: Motor Service Factor:1.50 Motor Phase: Motor Voltage: Motor Amperage: Motor BHP: Fan RPM: Scheduled 1 Submittal Data 1.001.00 60 3 460 2.5 927 Initial RPM Actual Field Measurements 1725 60.0 1.50 487 481 487 1.3 1.7 1.5 0.63 785 Final RPM Static Pressure Data Component Static Pressure Pressure Rise I Drop Pressure Total In Out Fan: -0.39 0.20 Rise 0.58 Airflow Measurements Supply Air Opening No. Area Served Design Final Reading Preliminary Reading CFM CFM % CFM 1 231 1590 1627 102% 2178 Total 1590 1627 102% �--....._ 2178 Minimum Outside Air �� Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM Total 27 x 10 1.88 139 260 135 253 97% 135 253 Remarks: a) The sum of the diffusers was used for the fan total. b) c) d) e) TABB Certified "The Professional's Choice" Page 9 Premier Test & Balance Project: Minnesota Autism Center High School System: RTU -2 Technician: Pete Korzenowski Air Outlet Test Report Premier Job Number: 1164 Completion Date: 6/1/16 Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 5 231 231 231 Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 0.80 0.80 1.00 1.00 1.00 281 281 380 380 380 225 225 KK 380 4 w 380 380 301 307 . ,. 374 375 .. „ 392 241 �_..�.246ry 374 .. 375 392 107% 109% 98% 99% 103% 403 442 514 478 510 -. 514.. Total Remarks: a) b) c) d) e) TABB Certified "The Professionals Choice" 1590 1627 102% 2178 Page 10 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -3 Pete Korzenowski Air Handling Unit Test Data Premier Job Number: 1164 Completion Date: 6/2/16 System Scheduled Data Model number: YSC048E4RHA Manufacturer: Trane Total Design CFM: 1,590 Fan Static Pressure: 0.75 Serial number: 155010555L Outlet Total CFM: 1,590 Min.Outside Air CFM: 260 Equipment Location: Roof Performance Data Description Motor HP. Motor RPM: Motor Hertz: Motor Service Factor: Motor Phase: Motor Voltage: Motor Amperage: Motor BHP: Fan RPM:926 Scheduled / Submittal Data 1.00 17251725 60 1.50 3 .......... 460 2.5 Initial RPM Actual Field Measurements 1.00 60.0 1.50 3 486 487 485 1.6 1.5 1.7 0.68 788 Final RPM Static Pressure Data Component Static Pressure Pressure Rise/Drop Pressure Total In Out Fan: -0.27 0.27 Rise 0.54 Airflow Measurements Supply Air Opening No. Area Served Design Final Reading Preliminary Reading CFM CFM % CFM 1.0 232 1590 1579 99% 2016 Total 1590 1579 99% 2016 Minimum Outside Air Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM ,._ Total 27 x 10 1.88 139 260 129 242 93% 129 242 Remarks: a) The sum of the diffusers was used for the fan total. b) c) d) e) TABB Certified "The Professional's Choice" Page 11 Premier Test & Balance Project: Minnesota Autism Center High School System: RTU -3 Technician: Pete Korzenowski Air Outlet Test Report Premier Job Number: 1164 Completion Date: 6/1/16 Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 1 2 3 ,.KK 4 5 232 232 232 Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 0.80. .. 0.80 1.00 1.00. 281.. 281 380 ,...a 380 380 225 225 380 380 253 255 398 388 387 203 204.M 398 388 387 90% —91%o .... 105% 102% 102% 390rr.KK,. 400 498 391 495 312 320�ra.. 498 391 495 Total Remarks: a) b) c) d) e) TABB Certified "The Professional's Choice" 1590 1579 99% 2016 Page 12 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -4 Pete Korzenowski Air Handling Unit Test Data Premier Job Number: 1164 Completion Date: 6/2/16 System Scheduled Data Model number: YSC060E4RHA Manufacturer: Trane Total Design CFM:2,000 Fan Static Pressure: , 0.75 Serial number: 155010557L Outlet Total CFM: 2,000 Min.Outside Air CFM: 270 Equipment Location: Roof Performance Data Description Motor HP:1.00 Motor RPM: Motor Hertz: Motor Service Factor: Motor Phase:3 Motor Volta e:460 Motor Amperage: Motor BHP:0.67 Fan RPM: Scheduled / Submittal Data 1725 6060.0 v 1.50 , 2.5 1017 Initial RPM Actual Field Measurements 1.00 1725 1.50 3 485 484 485 1.5 1.7 1.6 947 Final RPM Static Pressure Data Component Static Pressure Pressure Rise / Drop Pressure Total In Out Fan: -0.48 0.27 Rise 0.75 Airflow Measurements Supply Air Opening No. Area Served Design Final Reading Preliminary Reading CFM CFM % CFM 1 Various 2000 2109 105% 2315 Total 2000 2109 105% ----\ 2315 Minimum Outside Air �� Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM Total 27 x 10 1.88 144 270 150 281 104% 150 281 Remarks: a) The sum of the diffusers was used for the fan total. b) c) d) e) TABB Certified "The Professional's Choice" Page 13 Premier Test & Balance Project: Minnesota Autism Center High School System: RTU -4 Technician: Pete Korzenowski Air Outlet Test Report Premier Job Number: 1164 Completion Date: 6/1/16 Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 1 227 226 n.... . 228 229 225. 233 Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 1.00 1.00 1.00 1.00 1.00 500.._.. 5... 230 160 160 475 475 500 230 160 ............. . 160 475_ 513 223 166 174 nrr. 518 n......x 514 513 223 174 518 514 103% 97% 104% 109% 109% 108% 532 215 251x% 217 n�n.ry 576 ...�.� 524 532 215 251 217 576 �k..� 524 Total Remarks: a) b) c) d) e) TABB Certified "The Professionals Choice" 2000 2109 105% 2315 Page 14 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -5 Pete Korzenowski Air Handling Unit Test Data Premier Job Number: 1164 Completion Date: 6/2/16 System Scheduled Data Model number: YSC120F4RHA Manufacturer: Trane Total Design CFM: 4,896 Fan Static Pressure: 1.50 Serial number: 155010293L Outlet Total CFM: 4,896 nm.µ..,_ .... Min.Outside Air CFM: 500 Equipment Location: Roof Performance Data Description Motor HP:3.60 Motor RPM:ECM Motor Hertz: Motor Service Factor: Motor Phase: Motor Voltage: Motor Amperage: Fan RPM: Scheduled I Submittal Data 60 1.15 3 460 4 3 Direct Drive Actual Field Measurements 3.60 ECM 60.0 1.15 3 487 487 487 ECM Direct Drive Static Pressure Data Component Static Pressure Pressure Rise I Drop Pressure Total In Out Fan: -0.61. , .n 0.61 yM Rise .. 1.22 Airflow Measurements Supply Air Opening No. Area Served Design Final Reading Preliminary Reading CFM CFM % CFM 1 Various 4896 axv 4486 92% aw.. _. 4525 Total 4896 4486 92% 4525 Minimum Outside Air Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM Total 36 x 15 3/5 133 500145 544 109% 145 544 Remarks: a) The sum of the diffusers was used for the fan total. b) c) d) e) TABB Certified "The Professional's Choice" Page 15 Premier Test & Balance Project: Minnesota Autism Center High School System: RTU -5 Technician: Pete Korzenowski Air Outlet Test Report Premier Job Number: 1164 Completion Date: 6/1/16 Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 1_ 2 3 4 5 6 7 8 9 10. 11 12 134 134 ............ 134 132 .. 135 136,.,. 137 *,, 139 140 Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 8 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.35 516 516 516 516 516 516 400. 500 300 150 .,.. 350 287 516 516 516 516 516 516 400 500 300 150 350 100 467 462 474 483 475 468 368 466 274 137 321 261 467 462 474 .,. 483 475 _ 468 y� 368 466 . . 274 - 137 321 91 91% 90% 92%n„ 94% 92% 91 %.... 92% 91%,,, 91%0.,., 92% 91% 437..n... 442 442 463 446 ,.n.426.x. ..x 321 468 309...,, 251 281 681 437 442 442 463 446 ....wix 426 321 468 30-9 251 _..281.,. 238 Total Remarks: a) Fan running at full speed b) Fan speed voltage 2.475 c) d) e) TABB Certified "The Professional's Choice" 4896 4486 92% 4524 Page 16 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -6 Pete Korzenowski Air Handling Unit Test Data Premier Job Number: 1164 Completion Date: 6/7/16 System Scheduled Data Model number: YSC120F4RHA Manufacturer. Trane Total Design CFM: 3,995 Fan Static Pressure: 1.25 Serial number: 155010299L Outlet Total CFM: 3,995 Min.Outside Air CFM: 400 Equipment Location: Roof Performance Data Description Motor HP: Motor RPM: Motor Hertz: Motor Service Factor: Motor Phase: Motor Voltage: Motor Amperage: Fan RPM: Scheduled / Submittal Data 0.75 1750 60 1.15 3 460 2.8ECM Direct Drive Actual Field Measurements 0.75 1750 60.0 1.15 3 486 483 486 Direct Drive Static Pressure Data Component Static Pressure Pressure Rise 1 Drop Pressure Total In Out Fan: -0.27 0.28 Rise 0.55 Airflow Measurements Supply Air Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM x .. 1 134 32x20 4.44 899 3995 847 3764 94%847 3764 Total 3995 3764 94% 3764 Minimum Outside Air Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM Total 36 x 15 3.75 107 400 112 420 105% 112 420 Remarks: a) b) c) d) e) TABB Certified "The Professional's Choice" Page 17 Premier Test & Balance Project: Minnesota Autism Center High School System: RTU -6 Technician: Pete Korzenowski Air Outlet Test Report Premier Job Number: 1164 Completion Date: 6/7/16 Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 2 3 5 6 7 8 9 10 11 12 13 ..... 134..... 134 134 rexim. �.. 134 134 134 .. 134 134 134 134w 134 134 Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1.00 1.00 1.00 1.00 344 344.... 344 n . 344.,.. 344, .... 344 344 380 380 380 380 275 275 275 .., 275._.:,.. 275 275 275 275 275 380. 380 380 380 329 314 309 329 _ ... 323 312 333 318 321 348 ... ....... .. . 361 348 358 —263 .. 251 247 263 258 250 266 254 257 348 ,,.._ 361KK, ... 348 358. rr. 91% 90%. 96%... 94% 91% 97% 93%. .., 93% 92% 95% ... 92% 94%., -405.. _. 418 ...x419...., 390 348 328 313 2-78- 266 301 253 367 377 .,.v .. 324 334 .��..335 312 278 262. N _. 250 213 301 253 367. . x 377 ..,,. Total Remarks: a) b) c) d) e) TABB Certified "The Professional's Choice" 3995 3725 93% 3830 Page 18 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -7 Pete Korzenowski Air Handling Unit Test Data Premier Job Number: 1164 Completion Date: 6/2/16 System Scheduled Data Model number: YSC120F4RHA _ ....... Manufacturer: Trane Total Design CFM: 3,650 ...... Fan Static Pressure: 0.75 Serial number: 155010305L Outlet Total CFM 3, ....650 Mm Outside Air CFM: 150 Equipment Location: Roof Performance Data Description Motor HP: Motor RPM: Motor Hertz: Motor Service Factor: Motor Phase: .... Motor Voltage: _ .. Motor Amperage:4.3 Fan RPM: Scheduled I Submittal Data 3.60 ECM . 60 1.15 _._ ..,. 3 460 _ Direct Drive . .... ... .... ... - Actual 3.60 ECM 60.0 Field Measurements .._ 487 487 . _ . 1.15 3 487 ECM Direct Drive Static Pressure Data Component Static Pressure Pressure Rise/Drop Pressure Total In Out Fan: -0.53 0.65 Rise 1.17 Airflow Measurements Supply Air Opening No. Area Served Design Final Reading Preliminary Reading CFM CFM % CFM 1 . 233 .,. „ .... . .. ., _ _.........,,, ... .. .__ 3650 3474 95% . ..... .... ... ... 3658 Total 3650 ------_ 3474 95% ------......._ 3658 Minimum Outside Air Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM Total 36 x 15 - 3.75 40 150 .. .... 38 _ .....„ 143 95% 38 _.. 143 Remarks: a) The sum of the diffusers was used for the fan total. b) c) d) e) TABB Certified The Professional's Choice" Page 19 Premier Test & Balance Project: Minnesota Autism Center High School System: RTU -7 Technician: Pete Korzenowski Air Outlet Test Report Premier Job Number: 1164 Completion Date: 6/1/16 Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 1 2 3 5 7 8 9 233 233 233. 233 233 .~M..,.... 233 233 .v 234 Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 0.80 w.x. 0.80 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 281 281 400 400 x 400„._ .., , . 400 -. a.. 400 400 800 225 225 400 400 400 400 400 400 800 290 .:�257v,, x..... 367 ..,. . 380 372 375 377 „.,374 x�..., 791 232 — 206 n. 380 372 x. 375 377 374 791 103% rr 91% x KK, 92% 95% 93% 94% 94% v v 94%...,, 99% 367 370 419 385 369 316 ..,...385 408 786 296. 419 385 369 316 385 n._ 408 786 Total Remarks: a) Fan speed voltage 2.332 b) c) d) e) TABB Certified The Professionals Choice” 3650 3474 95% 3658 Page 20 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -8 Pete Korzenowski Air Handling Unit Test Data Premier Job Number: 1164 Completion Date: 6/2/16 System Scheduled Data Model number: YSD180F4RHA Manufacturer: Trane Total Desgn iCFM: 6,000 Fan Static Pressure: 1.25 Serial number: 154910818D Outlet Total CFM: 6,000 Min.Outside Air CFM: 600 Equipment Location: Roof Performance Data Description Motor HP:5.00 Motor RPM:3450 Motor Hertz: Motor Service Factor: Motor Phase: Motor Voltage: Motor Amperage: Motor BHP: Fan RPM: Scheduled I Submittal Data 60 1.15 3 460 6.3 867 Initial RPM Actual Field Measurements 5.00 3450 60.0 1.15 3 484 484 484 4.7 4.5 4.7 3.87 741 Final RPM Static Pressure Data Component Static Pressure Pressure Rise I Drop Pressure Total In Out Fan: -0.63 0.64 Rise 1.28 Airflow Measurements Supply Air Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM 1Various 2 Various 24 20 3.14 2.18 1035 1261 3250 2750 981 1369 3080 2986 95% 109% 1154 1611 3624 3513 Total 6000 6066 101% 7136 Minimum Outside Air Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM Total60 X 17 7 08 85 600 87 616 103% 132 935 Remarks: a) b) c) d) e) TABB Certified "The Professional's Choice" Page 21 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -9 Pete Korzenowski Air Handling Unit Test Data Premier Job Number: 1164 Completion Date: 6/7/16 System Scheduled Data Model number: YSD240F4RHA Manufacturer: Trane Total Design CFM: 8,000 Fan Static Pressure: 0.75 Serial number: 154910846D Outlet Total CFM: 8,000 Min.Outside Air CFM. 1,000 Equipment Location: Roof Performance Data Description Motor HP: Motor RPM: Motor Hertz: Motor Service Factor: Motor Phase: Motor Voltage Motor Amperage: Motor BHP: Fan RPM: Scheduled I Submittal Data 5.00 3450 60 1.15 3 460487 6.3 708 Initial RPM Actual Field Measurements 5.00 3450 60.0 1.15 3 485 487 5.3 5.6 5.3 4.53 776 Final RPM Static Pressure Data Component Static Pressure Pressure Rise I Drop Pressure Total In Out Fan:0.29 035 Rise 0.64 Airflow Measurements Supply Air Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM 1 2 Gym Gym 24" 24" 3.14 3.14 1274 1274 4000 4000 1282 1146 4025 3598 101%1282 90% 1146 4025 3598 Total 8000 7624 95% 7624 Minimum Outside Air Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM Total 60 x 17 7.08 141 1000 148 1048 105% 176 1247 Remarks: a) b) c) d) e) TABB Certified "The Professional's Choice" Page 22 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -10 Pete Korzenowski Air Handling Unit Test Data Premier Job Number: 1164 Completion Date: 6/7/16 System Scheduled Data Model number: YSD240F4RHA Manufacturer: Trane Total Design CFM: 8,000 Fan Static Pressure: 0.75 Serial number: 154910832D Outlet Total CFM: 8,000 Min.Outside Air CFM: 1,000 Equipment Location: Roof Performance Data Description Motor HP: Motor RPM: Motor Hertz: Motor Service Factor: Motor Phase: Motor Voltage: Motor Amperage: Motor BHP: Fan RPM: Scheduled I Submittal Data 5.00 3450 60 1.15 3 460 6.3 nKKuw..KK. 749 Initial RPM Actual Field Measurements 5.00 3450 60.0 1.15 3 486 485 486 5.8 5.9 6.0 4.94 747 Final RPM Static Pressure Data Component Static Pressure Pressure Rise 1 Drop Pressure Total In Out Fan: -0.33 0.37 Rise 0.70 Airflow Measurements Supply Air Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM 1 2 Gym Gym 24" 24" 3.14 3.14 1274 1274 4000 4000 1235 1229 3878 3859 97% 96% 1235 1229 3878 3859 Total 8000 7737 97% 7737 Minimum Outside Air Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM Total 60 x 17 7.08 141 1000 151 1070 107% 151 1070 Remarks: a) b) c) d) e) TABB Certified "The Professional's Choice" Page 23 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -11 Pete Korzenowski Air Handling Unit Test Data Premier Job Number: 1164 Completion Date: 6/6/16 System Scheduled Data Model number: YCD600B4H-6B3MCA Manufacturer: Trane Total Design CFM: 15,800 Fan Static Pressure: 1.50 Serial number: C15L07322 Outlet Total CFM: 18,955 Min.Outside Air CFM: 2,100 Equipment Location: Roof Performance Data Description Motor HP: Motor RPM: Motor Hertz: Motor Service Factor: Motor Phase: Motor Voltage: Motor Amperage: Motor BHP: Fan RPM: Scheduled I Submittal Data 15.00 1765 60 1.15 3 460 17.6 Actual Field Measurements 15.00 1765 60.0 1.15 3 460 460 460 14.8 14.8 14.8 12.61 623 Static Pressure Data Component Static Pressure Pressure Rise I Drop Pressure Total In Out Fan: -0.34 0.76 Rise 1.10 Airflow Measurements Supply Air Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading CFM Velocity CFM % Velocity CFM 1 2 Various Various 48X20 36X20 6.67 5.00 1686 1332 11240 6660 1686 1332 11240 6660 Total 15800 17900 113% 17900 Minimum Outside Air Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM Total 86x3520.90 100 2100 105 2195 105% 105 2195 Remarks: a) b) c) d) e) TABB Certified "The Professional's Choice" Page 24 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -11 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/6/16 FPVAV Number: 2-01 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM 1 1 2 3 4 5 6 7 _ 8 Fan Traverse 201 201 201 201 201 201 201 201 Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 1.77 1.00215 1.00 1.00 1.00 1.00 1.00285 1.00 1.00 1130 215 215 215215 285 285 285 2000 215 215 215 285 285 285 285 1183 235 215 215 212 291 303 291 281 2094105% 235 215 215 212 291 303 291 281 109% 100% 100% 99% 102% 106% 102%_ 99% 1470 297 272 272 268 434 382 368 232 2602 297 272 272 268 434 382 368 232 Total 2000 2044 102% 2525 Primary Airflow Measurement 1� �� Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM Total VAV Primary Air: 14 1.07 1871 2000 1780 1903 95% 1543 1649 Remarks: a) b) c) VAV Profile VAV Data DDC Address 2-01 VAV Inlet Size: 14 Calibration Factor: 1.12 Airflow Set points Primary Minimum: 200 Primary Maximum: 2000 TABB Certified "The Professional's Choice" Page 25 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -11 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/6/16 FPVAV Number: 2-02 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM 1 1 2 3 4 5 6 7 8 Fan Traverse 201 201 201 201 201 201 201 201 uv.,. Flow Hood Flow Hood Flow Hood Flow Hood1.00 Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 1.77 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1130 215 215 215 215 285 285 285 285 2000 215 215225 215 215 285 285 285 285 1191 228 231 234 284 289 308 306 2108 228 225 231 234 284 289 308 306 105% 106% 105% 107% 109% 100% 101% 108% 107% 1459 273 276 214 201 441 415 405 305 2582 273 276 214 201 441 415 405 305 Total 2000 2105 105% 2530 Primary Airflow Measurement —''IP'` -.11 Size K Factor Design Final Reading Preliminary Reading Velocity, CFM Velocity CFM % Velocity CFM Total VAV Primary Air: 14 1.07 1871 2000 1798 1922 96% 1464 1565 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 2-02 xv. VAV Inlet Size:14 Calibration Factor: 1.23 Airflow Set points ..x Primary Minimum:200 v. Primary Maximum: 2000 TABB Certified "The Professional's Choice" Page 26 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -11 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/6/16 FPVAV Number: 2-03 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM OA Velocity CFM 1 2 3 4 5 6 7 202 202 202 202 202 202 217 Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 8 0.0 0.80 1.00 1.00 1.00 1.00 1.00 281 281 240 240 240 240 200 225 225 240 240 240 240 200 258 275 220 220 237 232 203 206 220 220 220 237 232 203 92% 98% 92% 92% 99% 97% 102% 179 295 345 253 254 339 154 143 236 345 253 254 339 154 Total 1610 1539 96% 1724 Total VAV Primary Air: Size Primary Airflow Measurement K Factor 0.79 Design Velocity CFM 1610 Final Reading Velocity CFM 1920 1508 94% Preliminary Reading Velocity CFM 1583 1243 Remarks: a) b) c) VAV Profile VAV Data - -V+ DDC Address: 2-03 VAV Inlet Size: 12 Calibration Factor: 1.19 Airflow Set points Primary Minimum: 160 Primary Maximum: 1610 TABB Certified "The Professional's Choice" Page 27 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -11 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/3/16 FPVAV Number: 2-04 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 1 204 u. 204 -.v. Flow Hood Flow Hood Flow Hood 080 0.80-- 275 275 450 366 354 rr 4 466 ...0 293 283 466 106% 103% 104% 613 �..w. 430 553 490 344 553 Total 1000 1042 104% 1387 Total VAV Primary Air: Size 10 Primary Airflow Measurement K Factor 0.55 Design Velocity CFM 1833- 1000 Final Reading Velocity CFM 1853. 1011 101% Preliminary Reading Velocity CFM 2192 1196 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 2-04 VAV Inlet Size: 10 vua u.. ww Calibration Factor: 1.21 Airflow Set points Primary Minimum: 100 Primary Maximum: 1000 TABB Certified "The Professional's Choice" Page 28 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -11 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/3/16 FPVAV Number: 2-05 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 3 4 5 6 205 205 205 205 205 205 Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 0.80 0.80 1.00 1.00 1.00 1.00 250 250 235 235 235 235 200 200 235 235 235 235 263 267 240 243 254 238 210 214 240 243 - —254 238 105% 107% 102% 103% 108% —161% 408 331 0 346 342 380 326 265 0 346 342 380 Total 1340 1399 104% 1659 Total VAV Primary Air: Size 12 Primary Airflow Measurement K Factor 0.79 Design Velocity CFM 1706 1340 Final Reading Velocity CFM 1732 Preliminary Reading Velocity CFM 2107 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 2-05 VAV Inlet Size: 12 Calibration Factor: 1.22 Airflow Set points Primary Minimum: 134 Primary Maximum: 1340 TABB Certified "The Professional's Choice" Page 29 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -11 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/3/16 FPVAV Number: 2-06 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 3 4 5 208 208 208 208. Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 0.80 1.00 1.00 1.00 1.00 250 250 250 250 250 250 250 _ 250 250 318 256 263 252 268 256 263 252 268 102% 102% 105% 101% 107% 166 125 128 201 166. 125 128�,. ..,.........154 Total 1250 1293 103% 774 Total VAV Primary Air: Size Primary Airflow Measurement K Factor 0.79 Design Velocity CFM 1592 1250 Final Reading Velocity CFM % 1615 1268 101% Preliminary Reading Velocity CFM 1931 ..x x 1517 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 2-06 VAV Inlet Size: 12 u.._ Calibration Factor: -1.21 Airflow Set points Primary Minimum: 125 Primary Maximum: 1250 TABB Certified "The Professional's Choice" Page 30 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -11 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/3/16 FPVAV Number: 2-07 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM OA Velocity CFM -1 2 3 209,M. 209 Flow Hood Flow Hood Flow Hood 0.80 0.80 1.00- 344 275 275 450 _.,358 539 579 503 431 463 .,.........503 x .. Total 1000 1010 101% 1397 Total VAV Primary Air: Size Primary Airflow Measurement K Factor Design Velocity CFM 1833 1000 Final Reading Velocity CFM 1007 0/0 101% Preliminary Reading Velocity CFM 1182 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 2-07 VAV Inlet Size: 10 Calibration Factor: 1.16 Airflow Set points Primary Minimum: 100 Primary Maximum: 1000 TABB Certified "The Professional's Choice" Page 31 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -11 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/3/16 FPVAV Number: 2-08 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM 1 2 3 4210 5 6 7 8 210 210 210 210 210 210 KKx, v, 210 Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 0.80 0.80 0.80 0.80 1.00 1.00 1.00 1.00 281 281 281 281 225 225 225 225 225 225 225 225 225 225 225 225 294 286 280 282 228 226 232 228 235 229 224 225 228 226 232 228 105% 102% 100% 100% 101% 100% 103% 101% 283 418 290 357 310 265 259 370 226 334 232 286 310 265 259 370 Total 1800 1827 102% -----, 2282 Primary Airflow Measurement Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM Total VAV Primary Air: 14 1.07 1684 1800 1706 1824 101% 1921 2054 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 2-08 VAV Inlet Size: 14 Calibration Factor: 1.13 Airflow Set points w.,u v.w.u„ Primary Minimum:180 . w« N.._ �ax. n, Primary Maximum:1800 R TABB Certified "The Professional's Choice" Page 32 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -11 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/3/16 FPVAV Number: 2-09 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 2 3 211 – 211 Flow Hood Flow Hood Flow Hood 0.80 0 — to0 — 344 450 275 275 450 352 455 282 - 278 455 — 512 504,, 416 416 504 Total 1000 1015 102% 1330 Total VAV Primary Air: Size Primary Airflow Measurement K Factor 0.55 Design Velocity CFM 1833 Final Reading Velocity CFM 1841 1004 100% Preliminary Reading Velocity CFM 721 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 2-09 VAV Inlet Size: 10 Calibration Factor: 1.12 Airflow Set points Primary Minimum: 100 Primary Maximum: 1000 TABB Certified "The Professional's Choice" Page 33 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -11 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/3/16 FPVAV Number: 2-10 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 2 3 4 5 6 212 212 212 212 Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 0.80 0.80 0.80 1.00 1.00 1.00 –281 281 281 450 250 250 225 225 225 450 250 250 306 301 284 448 - 253 251 245 241 227 448 253 251 109% 107% 101% 100% 1 1°% 100% 300 277 253-380 282 396 240 222 202 380 282 396 Total 1625 1665 102% 1722 Total VAV Primary Air: Size 14 Primary Airflow Measurement K Factor 1.07 Design Velocity CFM 1520 1625 F Velocity inal Readin g CFM 1633 101% Prelimina Velocity 1926 II/ Reading CFM 2059 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 2-10 _ VAV Inlet Size: 14 Calibration Factor: 1.25 Airflow Set points Primary Minimum: 160 Primary Maximum: 1625 TABB Certified "The Professionals Choice" Page 34 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -11 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/3/16 FPVAV Number: 2-11 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 1 1 213 Flow Hood Flow Hood 1.00 1.00 — 500 500 536 478 478 — 107°/ 96%0 597 597 Total 1000 1014 101% 1288 Total VAV Primary Air: Size 10 Primary Airflow Measurement K Factor .55 Design Velocity CFM 1833 Final Reading Velocity CFM 1828 997 Preliminary Reading Velocity CFM 2221 1211 — Remarks: a) b) c) VAV Profile VAV Data DDC Address: 2-11 VAV Inlet Size: 10 Calibration Factor: 1.21 Airflow Set points Primary Minimum: 100 Primary Maximum: 1000 TABB Certified "The Professionals Choice" Page 35 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -11 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/3/16 FPVAV Number: 2-12 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM 1 2 3 4 5 6 7 214 214 214 214 214 214 217 Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood .. xn,,.,w Flow Hood Flow Hood 0.80 0.80 1.00 1.00 1.00 ,.,w.. 1.00 1.00 281 281 250 250 250 250 200 225 225 250 250 250 250 200 289 293 254 244 246 253 203 231 234 254 244 246 253 203 103% 104% 102% 98% 98% 101% 102% 279 292 327 266 261 .un 341 145 223 234 327 266 261. 341 145 Total 1650 1666 101% \ 1797 Primary Airflow Measurement Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM Total VAV Primary Air: 14 1.07 1543 1650 1538 n, ,.a wx,... 1644 100% 1698 1815 Remarks: a) b) c) VAV Profile VAV Data DDC Address:2-12 VAV Inlet Size: 14 Calibration Factor: 1.09 Airflow Set points Primary Minimum: 165 Primary Maximum: 1650 TABB Certified "The Professional's Choice" Page 36 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -11 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/3/16 FPVAV Number: 2-13 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 1 4 N., 216 215 217 Flow Hood Flow Hood Flow Hood Flow Hood 1.00 1.00 1 00 1.00 240 240 300 250ixra,,.,. 240 240 -306- - 250 242 248 312 2.57 ..., 242 .., 248 312 257 103% 5H 104% 103% 343 310 391 ,526w� 343 ..... 310 . 391 u .„ 526 Total 1030 1059 103% 1570 Total VAV Primary Air: Size 10 Primary Airflow Measurement Factor 0.55 Design Velocity CFM 1888 Final Reading Velocity CFM 1871 1020 99% Preliminary Reading Velocity CFM 1173 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 2-13 xu.x.. VAV Inlet Size: 10 Calibration Factor: 1.32 Primary Minimum: Primary Maximum: Airflow Set points 1030 TABB Certified "The Professional's Choice" Page 37 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -11 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/3/16 FPVAV Number: 2-14 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 1 2 3 203 203 203 Flow Hood Flow Hood Flow Hood 0 80 1.00 300 200 150 300 256 161 315, 205 315 102% 107% 105% 426 435 339 Total 650 681 105% 1115 Total VAV Primary Air: Size 8 Primary Airflow Measurement K Factor 0.35 Design Velocity CFM Final Reading 1862 650 _. Velocity CFM 1874 654 101% Preliminary Reading Velocity CFM 2191 765 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 2-14 VAV Inlet Size: 8 Calibration Factor: 1.19 Airflow Set points Primary Minimum: 65 Primary Maximum: 650 TABB Certified "The Professional's Choice" Page 38 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski Air Handling Unit Test Data Premier Job Number: 1164 Completion Date: 6/6/16 System Scheduled Data Model number: YCD600B4H-6B4NCA Manufacturer: Trane Total Design CFM: 17,900 Fan Static Pressure: 1.50 Serial number: C15L07323 Outlet Total CFM: 18,660 Min.Outside Air CFM: 2,100 _M Equipment Location: Roof Performance Data Description Motor HP: Motor RPM: Motor Hertz: Motor Service Factor: Motor Phase: MotorVoltage: Motor Amperage:av23.517.8 Motor BHP: Fan RPM: Scheduled / Submittal Data 20.0020.00 1750 60.. 1.15 3 460 Actual Field Measurements 1455 49.9 1.15 3 451 451 451 1.7 .8 17.8 14.85 717 Static Pressure Data Component Static Pressure Pressure Rise / Drop Pressure Total In Out Fan: -0.23 0.98 Rise 1.21 Airflow Measurements Supply Air Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM 1 Various 60X24 10.00 1866 18660 1758 17580 94% 1758 17580 Total 18660 17580 94% s-\ 17580 Minimum Outside Air Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM Total 66x35 16.04 131 2100 136 2182 104% 136 2182 Remarks: a) b) c) d) e) TABB Certified "The Professional's Choice" Page 39 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/2/16 FPVAV Number: 1-01 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM oda Velocity CFM 114 113.2 Flow Hood Flow Hood 0.79 0.55 506 273 400 150 554 294 109% ,x v 108% 1279 279 Total 550 599 109% 1290 Total VAV Primary Air: Size 8 Primary Airflow Measurement K Factor 0.35 Design Velocity CFM 1576 550 Final Reading Velocity CFM 1634 570 ,. Preliminary Reading Velocity CFM 696 Remarks: a) b) c) VAV Profile VAV Data u., DDC Address: 1-01 uu VAV Inlet Size: 8 Calibration Factor: 1.25 Airflow Set points Primary Minimum: 55 Primary Maximum: 55 TABB Certified "The Professionals Choice" Page 40 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/2/16 FPVAV Number: 1.02 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM OA Velocity CFM 1 3 115 115 115 Flow Hood Flow Hood, Flow Hood 1.00 344 275 275 450 354 465 278 283 465 101% 103% 103%0 494 547 473 395 473 Total 1000 1027 103% 1306 Total VAV Primary r: Size 10 Primary Airflow Measurement K Factor 0.55 Design Velocity CFM 1833 1000 Final Reading Velocity CFM 1843 Preliminary Reading Velocity CFM 2173,., Remarks: a) b) c) VAV Profile VAV Data DDC Address: 1-02 VAV Inlet Size: 10 Calibration Factor: 1.16 Primary Minimum: xu, Primary Maximum: 1000 Airflow Set points 100 TABB Certified "The Professional's Choice" Page 41 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/2/16 FPVAV Number: 1-03 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM oda Velocity CFM 1 2 4 Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 0.80 wrr, 1.00 1.00 1.00 1.00 - 313 250 250 ,.. 250 250 250 250 250 250 250 309 254 244 248 252 247 M.... 254 244 248 252 102%5 98% 99% 101% 532 324 234 204 426 324 234 204 300 Total 1250 1245 100% 1488 Total VAV Primary Air: Size Primary Airflow Measurement K Factor 0.79 Design Velocity CFM 1592 Final Reading Velocity CFM 1575 1237 OA 99% Preliminary Reading Velocity CFM 1998 Remarks: a) b) c) VAV Profile uv DDC Address: 1-I VAV Inlet Size: 12 Calibration Factor: 1.26 VAV Data Airflow Set points Primary Minimum: 125 Primary Maximum: 1250 TABB Certified "The Professional's Choice" Page 42 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/1/16 FPVAV Number: 1.04 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM oda Velocity CFM 1 2 3 5 117 117 Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 01.8000 1.00... 1.00 313 .v.., 250 rr.. 250 250 250 250 250 250 250, 250 321 253 ..x 256 251 246 257 .n 253 256 ... , - 251 246 -511. ,.. 273 ....:...:238 � x 239 258 409 2m .�73 238 rr.. 239 vrv Total 1250 1263 101% 1417 Total VAV Primary Air: Size 12 Primary Airflow Measurement K Factor 0.79 Design Velocity CFM 1592 1250 Final Reading Velocity CFM 1550 1217 97% Preliminary Reading Velocity CFM Remarks: a) b) c) VAV Profile VAV Data DDC Address: 1-04 VAV Inlet Size: 12 Calibration Factor: 1.22 Airflow Set points Primary Minimum: 125 Primary Maximum: 1250 TABB Certified "The Professional's Choice" Page 43 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/1/16 FPVAV Number: 1-05 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 1 2 3 118 118 Flow Hood Flow Hood Flow Hood 0.80 0.80 1.00 344 344 450 275 275 450 361 348 440 289 278 440 105% 101% 98% 543 455 467 434 455 Total 1000 1007 101% 1357 Total VAV Primary Air: Size Primary Airflow Measurement K Factor 55 Design Velocity CFM 1833 1000 Final Reading Velocity CFM 1837 1002 Preliminary Reading Velocity CFM 1423 776 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 1-05 VAV Inlet Size: 10 Calibration Factor: 1.23 Airflow Set points Primary Minimum: 100 Primary Maximum: 1000 TABB Certified The Professional's Choice" Page 44 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/1/16 FPVAV Number: 1-06 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 2 ,. 3 4 5 7 8 Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 0.80 0.80. 0.80 0.80 _.. 1.00 1.00 1.00 1.00 281 281 281 281 225 225 .,. . 225 225 225 2254 225 225 225 225 225 225 wu.x_ 264 275 257 279 221 231 217 227 211 220 206 223 221 . _v 231 217 .._. 94% 98% 91% 99% 98%. 103% 96% 101% 360 375 351 309 304 303 341 288 .x, 300 281 330 309 304, 303 341rv...v. Total 1800 1756 98% 2456 Total VAV Primary Air: Size 14 Primary Airflow Measurement K Factor 1.07 Design Velocity CFM 1684 1800 F Velocity 1575 inal Readin CFM 1684 g 94% Prelimina Velocity 1109 ry Reading CFM 1186 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 1-06 VAV Inlet Size: 14 Calibration Factor: 1.2 Airflow Set points Primary Minimum: 180 Primary Maximum: 1800 TABB Certified "The Professional's Choice" Page 45 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/1/16 FPVAV Number: 1-07 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 2 3 120 120 Flow Hood Flow Hood Flow Hood 0.80 1.00mAn, 344 344 450 275 275 450 340 272 459 ..n ra 97% 99% 102% 592 440 ,x. 481 474 440 Total 1000 999 100% 1394 Total VAV Primary Air: Size 10 Primary Airflow Measurement K Factor 0.55 Design Velocity CFM 1833 1000 Final Reading Velocity CFM 1803 983 98% Preliminary Reading Velocity CFM 1332 726 Remarks: a) b) c) VAV Profile DDC Address: VAV Inlet Size: Calibration Factor: 1-07 10 1.2 VAV Data Airflow Set points Primary Minimum: 100 Primary Maximum: 1000 TABB Certified "The Professional's Choice" Page 46 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/1/16 FPVAV Number: 1-08 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM 1 2 3 4 5 6 7 8 121 121 121 121 .v .,. 121 121 121 121 Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 0.80 0.80 0.80 0.80 1.00 1.00 1.00 1.00 281 281 281 281 225 225 225 225 225 225 225 225 225 225 225 225 278 283 271 258 237 238 231 233 222 226 217 206 237 238 231 233 99% 101% 96% 92% 105% 106% 103% 104% 394 410 383 365 309 337 349 308 315 328 306 292 309 337 349 308 Total 1800 .--------____ 1811 101% 2545 Primary Airflow Measurement -4ii Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM Total VAV Primary Air: 14 1.07 1684 1800 1634 1747 97% 1123 1201 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 1-08Primary VAV Inlet Size: 14 Calibration Factor: 1.14 Airflow Set points Minimum:180 Primary Maximum: 1800 TABB Certified "The Professional's Choice" Page 47 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/2/16 FPVAV Number: 1-09 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 1 122 - 1.07 974 1042 104% 1488 1592 Total 1000 1042 104% 1592 Total VAV Primary Size Primary Airflow Measurement K Factor 0.55 Design Velocity CFM 1833 Final Reading 1000 x. Velocity CFM 1011 OA 101% Preliminary Reading Velocity CFM 2196 1198 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 1-09 w.0 �,w.. VAV Inlet Size: 10 Calibration Factor: 1.2 Airflow Set points Primary Minimum: 100 Primary Maximum: 1000 TABB Certified "The Professional's Choice" Page 48 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/1/16 FPVAV Number: 1-10 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM OA Velocity CFM 1 3 4 5 6 12-3- 123 ...123 123 123 123, Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 0.80 0.80 1.00 1.00 1.00 1.00 281 250 250 250 225 225 250 250 250 .......... . 250 299. 290 264 253 257. _. 267 239 _.KK 232 rvvv 264 253 257 267 106% 103%- 106% 106%..., 101% 103% 107%v 366 297 ._.... 294 370 .. 244 un._ 227 366 297 .x . 294 370 Total 1450 1512 104% 1798 Total VAV Primary Air: Size Primary Airflow Measurement K Factor 1.07 Design Velocity CFM 1450 Final Reading Velocity CFM 1438 Preliminary Reading Velocity CFM 1112 1189 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 1-10 u,. VAV Inlet Size: 14 Calibration Factor: 1.16 Primary Minimum: Primary Maximum: Airflow Set points 145 1450 TABB Certified "The Professional's Choice" Page 49 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/2/16 FPVAV Number: 1-11 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 2 125 124 Flow Hood Flow Hood 1.00 1.00 230 — 230 230 230 228 245 228 245 99% 107% 326 357 326 357 Total 460 473 103% 683 Total VAV Primary Air: Size 8 Primary Airflow Measurement K Factor 0.35 Design Velocity CFM 1318 460 Final Reading Velocity CFM % 1337 467 101% Preliminary Reading Velocity CFM 1594 556 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 1-11 VAV Inlet Size: 8 Calibration Factor: 1.19 Airflow Set points Primary Minimum: 46 Primary Maximum: 460 TABB Certified "The Professional's Choice" Page 50 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/2/16 FPVAV Number: 1-12 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM OA Velocity CFM 2 3 4 Flow Hood Flow Hood Flow Hood Flow Hood 0.80 1.00 1.00 250- 400 400 200 200 400 w.., 271 mn.. 253 408 393 .v 217 202 -- 408 ..n.. 393 108% 101% 102% 98% 375 287 442 426 230 442 426 Total 1200 1220 102% 1398 Total VAV Primary Air: Size 12 Primary Airflow Measurement K Factor -0.79 Design Velocity CFM 1528 1200 Final Reading Preliminary Reading Velocity CFM % 1538 1208 101% Velocity CFM 1965 1543 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 1-12 VAV Inlet Size:12 Calibration Factor: 1.25 Airflow Set points Primary Minimum: 120 Primary Maximum 1200 TABB Certified "The Professional's Choice" Page 51 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/2/16 FPVAV Number: 1-13 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM OA Velocity CFM 2 111.2 111.2 111.2 Flow Hood Flow Hood Flow Hood 0.80 1.00 1.00 250 200 200 200 200 200 ,.rr 256 204 _, 202 205 204 202 449 414 321 ._ 359 414 321 Total 600 611 102% 1094 Total VAV Primary Size 8 Primary Airflow Measurement K Factor 0.35 Design Velocity CFM 1719 600 Final Reading Velocity CFM 1693 591 98% Preliminary Reading Velocity CFM 2121 740 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 1-13 VAV Inlet Size: 8 Calibration Factor: 1.24 Airflow Set points Primary Minimum: 60 Primary Maximum: 600 TABB Certified "The Professional's Choice" Page 52 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/2/16 FPVAV Number: 1-14 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 1 3 110 110 v Flow Hood Flow Hood Flow Hood 0.80 1.00 0.80 250 400 250rr 200 400 200 .261 404 256 209 404 205 435 491 435 348 491 348. Total 800 818 102% 1187 Total VAV Primary Air: Size 8 Primary Airflow Measurement K Factor 0.35 Design Velocity CFM 2292 800 F Velocity 2321 inal Readin g CFM 810 101% Prelimina Velocity 1733 ry Reading CFM 605 Remarks: a) b) c) VAV Profile VAV Data DDC Address: VAV Inlet Size: Calibration Factor: 1.17 1-14 Airflow Set points Primary Minimum: 60 Primary Maximum: 800 TABB Certified "The Professional's Choice" Page 53 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/2/16 FPVAV Number: 1-15 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM OA Velocity CFM 1 2 Flow Hood Flow Hood — 0.80 219 219 175 175 106% --100% tt347 278 260 Total 350 360 103% 538 Total VAV Primary Air: Size 6 Primary Airflow Measurement K Factor 0.20 Design Velocity CFM 1783 350 Final Reading Velocity CFM 1797 101% Preliminary Reading Velocity CFM 1974., Remarks: a) b) c) VAV Profile DDC Address: VAV Inlet Size: Calibration Factor: 1-15 • VAV Data Airflow Set points Primary Minimum: 35 uu�x,�uv Primary Maximum: 350 TABB Certified "The Professionals Choice" Page 54 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/2/16 FPVAV Number: 1-16 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 1 3 103 102 102. rr_ 103 Row Hood Flow Hood Flow Hood Flow Hood 0.80 0.80 1.00 1.00 150 150 150x 150 150 189 197 151 158 343 289 283 301 283 301_... Total 600 617 103% 1090 Total VAV Primary Air: Size 8 Primary Airflow Measurement K Factor 0.35 . r. Design Velocity CFM 600 F Velocity 1703 inal Readin g CFM 594 99% Prelimina Velocity 2152 ry Reading CFM 751 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 1-16 VAV Inlet Size: 8 Calibration Factor: 1w.23 Airflow Set points Primary Minimum: 60 Primary Maximum: 600 TABB Certified "The Professionars Choice" Page 55 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/2/16 FPVAV Number: 1-17 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 104 104 Flow Hood Flow Hood 0.80 1.00 Total 150 300 161 163 324 107% 109% 108% 383 310 306 310 616 Total VAV Primary Air: Size 6 Primary Airflow Measurement K Factor 0.20 Design Velocity CFM 1528 Final Reading Velocity CFM 1532 301 100% Preliminary Reading Velocity CFM 2022 397 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 1-17 VAV Inlet Size: 6 Calibration Factor: 1.3 Airflow Set points Primary Minimum: 30 Primary Maximum: 300 TABB Certified "The Professionals Choice" Page 56 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/2/16 FPVAV Number: 1-18 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 1 2 3 , .. 4 6 111 105 105 105 Corridor Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 0.80 0.80 — 0.80 -0180 0.80 1.00 275 275 275 ...275"�. . 275 ,.. 300 220 220 220 220 220 300 293 287 298 291 280 305 234 230 238.,v... 233 -_ 224 305 107% 104% 108% uv. 106% 102% 102% 325 - 307 446 ... 275 291 540 24-6- 357 .... 220 233 .. ...540........ Total 1400 1464 105% 1855 Total VAV Primary Air: Size Primary Airflow Measurement K Factor 0.79 Design Velocity CFM 1783 1400 Final Reading Velocity CFM % 1754 1378 Preliminary Reading Velocity CFM 2267 1781 Remarks: a) b) c) VAV Profile VAV Data DDC Address: 1-18 VAV Inlet Size: 12 Calibration Factor: 1.26 Airflow Set points Primary Minimum: 140 Primary Maximum: 1400 TABB Certified The Professionars Choice" Page 57 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School RTU -12 Pete Korzenowski FPVAV Test Report Premier Job Number: 1164 Completion Date: 6/2/16 FPVAV Number: 1-19 Fan Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 4 106 .. 108 109 106.2 Flow Hood Flow Hood Flow Hood Flow Hood v., 1.00 1.00 1.00 xx., 1.00 400 50 50 50,x, .,. 400.,..x, 50 .. n _u 50 54 51 53 54 51 53 -102% 108% 102% 106% 520 172 144 134 520 - 172 __... —144.., _. 134 Total 550 566 103% 970 Total VAV Primary Size 8 Primary Airflow Measurement K Factor 0.35 Design Velocity CFM 1576 550 Final Reading Velocity CFM 1583 100% Preliminary Reading Velocity CFM 1968 687 Remarks: a) b) c) VAV Profile VAV Data JY - DDC Address: 1-19 VAV Inlet Size: 8 Calibration Factor: 1.28 Airflow Set points Primary Minimum: Primary Maximum: 550 TABB Certified "The Professional's Choice" Page 58 Premier Test & Balance Project: Minnesota Autism Center High School System: RTU -12 Technician: Pete Korzenowski Air Outlet Test Report Premier Job Number: 1164 Completion Date: 6/2/16 Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 1 Flow Hood 1.00 500 506 101% 712. Total Remarks: a) b) c) d) e) TABB Certified "The Professional's Choice" 500 506 101% 712 Page 59 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School EF -1 Pete Korzenowski Premier Job Number: 1164 Completion Date: 6/2/16 Fan Test Data System Scheduled Data Model number: G -099 -VG -4-X Manufacturer: Greenheck Total Design CFM: 500 Fan Static Pressure: 1.00 Serial number: 14388796 Outlet Total CFM: 501 Equipment Location: Roof Performance Data Description Motor HP:0.25 Motor RPM: Motor Hertz: Motor Service Factor: Motor Phase: Motor Voltage:115 Motor Amperage: Fan RPM: Scheduled I Submittal Data ECM 60 1.15 1 3.5ECM Direct Drive Actual Field Measurements 0.25 ECM 60.0 1.15 1 123 amr_ 1121 Van Green Static Pressure Data Component Static Pressure Pressure Rise I Drop Pressure Total In Out Fan: -0.33 0.01 Rise 0.34 Airflow Measurements Fan Total Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM 1Concessions Flow Hood 1.10 455 500 455 501 100% 709 780 Total 500 501 100% 780 Remarks: a) b) c) d) e) TABB Certified The Professionals Choice" Page 60 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School EF -2 Pete Korzenowski Premier Job Number: 1164 Completion Date: 6/8/16 Fan Test Data System Scheduled Data Model number: GB -161-15-X Manufacturer: Greenheck Total Design CFM: 2,730 Fan Static Pressure: 1.50 Serial number: 14388797 Outlet Total CFM: 2,630 Equipment Location: Roof Performance Data Description Motor HP:1.50 Motor RPM: Motor Hertz: Motor Service Factor: Motor Phase: Motor Voltage: Motor Amperage: Motor BHP:1.42 Fan RPM: Scheduled I Submittal Data 1760 60 1.15 3 460 2.1 Actual Field Measurements 1.50 1760 60.0 1.15 3 490 488 490 1.9 1.8 1.9 m 1495 Static Pressure Data Component Static Pressure Pressure Rise I Drop Pressure Total In Out Fan: 0.01-0.83 Rise 0.84 Airflow Measurements Fan Total Opening No. Area Served Size _ K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM 1 Various 26X18 3.25 809 2630 789 2564 98% 789 2564 Total 2630 ----------___ 2564 98% 2564 Remarks: a) b) c) d) e) TABB Certified "The Professional's Choice" Page 61 Premier Test & Balance Project: Minnesota Autism Center High School System: EF -2 Technician: Pete Korzenowski Air Outlet Test Report Premier Job Number: 1164 Completion Date: 6/7/16 Airflow Measurements Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM Velocity CFM 1 4 5 6 7 8 9 10 11 125 124 127 107 215 216 219 230 Flow Hood Flow Hood 24x 12 Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood Flow Hood 24x 12 1.00 1.00 2.00 1.00 1.00 1.00 1.00 1.09 1.00 1.00 2.00 460 460 25 150 150 50 480 480 150 150 25 460 460 50 150 150 50 480 480 150 150 50 432 443 24 _ 144 147 51 443 494 157 146 24 443 48 144 147 51 443 494 157 146 48 94% 96% 96% 96% 98% 102% 92% 103% 105% 97% 96% 379 494 37 54 104 57 449 469 363 291 107 379 494 74 54 104 57 449 469 363 291- 214 Total Remarks: a) b) c) d) e) TABB Certified "The Professional's Choice" 2630 2553 97% 2948 Page 62 Premier Test & Balance Project: Minnesota Autism Center High School System: EF -3 Technician: Pete Korzenowski Premier Job Number: 1164 Completion Date: 6/1/16 Fan Test Data System Scheduled Data Model number: AXC100A-ES Manufacturer: Continental Total Design CFM: 60 Fan Static Pressure: 0.50 Serial number: 2AX1012 Outlet Total CFM: 60 „T. Equipment Location: Room 134 Performance Data Description Motor HP: Motor RPM: Motor Hertz: Motor Service Factor: Motor Phase: Motor Voltage: Fan RPM: Scheduled I Submittal Data Fractional 1120 60 1.15 115 Direct Drive Actual Field Measurements Fractional 1120 60.0 rr. 1.15 121 Direct Drive Airflow Measurements Fan Total Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM OA Velocity CFM 1 Janitor 5x5 0.17 346 60 368 64 106% 368 Total Remarks: a) b) c) d) e) TABB Certified "The Professional's Choice" 60 64 106% 64 Page 63 Project: System: Technician: Premier Test & Balance Minnesota Autism Center High School EF -4 Pete Korzenowski Premier Job Number: 1164 Completion Date: 6/7/16 Fan Test Data System Scheduled Data Model number: 1HLA1 Manufacturer: Dayton Total Design CFM: 450 Fan Static Pressure: 0.13 _ . Outlet Total CFM: 450 Equipment Location: Room 130 Performance Data Description Motor HP: .... Motor RPM: Motor Hertz: Motor Service Factor: Motor Phase: Motor Voltage: Fan RPM: Scheduled I Submittal Data Fractional 1750 60 1.15 1 115 Direct Drive ..... ,. Actual Field Measurements Fractional 1750 . .... 60.0 ... 1.15 1 . . 121 , .._,... Direct Drive , ... . _ . Static Pressure Data Component Static Pressure Pressure Rise/Drop Pressure Total In Out Fan: . _ . -0.01 0.18 .... _. . Rise , _,...... 0.19 .... _ Airflow Measurements Fan Total Opening No. Area Served Size K Factor Design Final Reading Preliminary Reading Velocity CFM Velocity CFM % Velocity CFM 1 _ Elevator Equip _ . .... . .. .. .., ... _... .... _ FlowHood 1.10 __ _ 409 .. 450 .. ... 424 . _ 466 .. _ ., ....... 104% _ _ _ 510 ... ...., _ ., 561 .......... _ ...._ _ .... _ Total 450 ----------......_ 466 104% ---------....._ 561 Remarks: a) Running on slow speed. b) c) d) e) TABB Certified "The Professional's Choice" Page 64 Minnesota Department of Human Services March 21, 2017 Zoning Administrator City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 y ,)P/vee' MAR 242017 Re: Zoning Notification of Application for Department of Human Services Program License License Number: 1085962 This is to inform you that the Department of Human Services, Division of Licensing has an application for a program to be licensed under Minnesota Rules, parts 9555.9600 to 9555.9730 from Life Development Program, 2120 Silver Bell Rd, Eagan, MN 55122 to provide adult day care for 50 adults. Issuance of this license is subject to compliance with the provisions of Minnesota Statutes, Chapter 245A. If you do not contact the Division of Licensing within 30 days of receipt of this letter, we will consider this facility to be in compliance with your local zoning code. If you have questions regarding the facility or its location, please contact Kathryn Marshall at 952-767-4200 or kathryn.marshall@mnautism.org. If you have any questions regarding this letter, contact Jill Slaikeu at 651-431-6544 or fax information to (651) 431-7673. Sincerely, Jill Slaikeu, HCBS Unit Manager Licensing Division Office of Inspector General (651)431-6544 slp PO Box 64242 * Saint Paul, Minnesota * 55164-0242 * An Equal Opportunity Employer http://www.dhs.state.mn.us/licensing al City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 (651) 675-5675 www.ci.eagan.mn.us PERMIT Permit Type: Building 41 Permit Number: EA144080 Date Issued: 07/12/2017 i o. a air Site Address: 2120 Silver Bell Rd Lot: I Block: l Addition: Cedar Grove Gateway 1st PID: 10-16675-01-010 Use: Minnesota Autism Center (MAC) Description: Sub Type: Commercial/Industrial Work Type: State/County Required Inspection Description: Inspection with fire marshal Census Code: - Zoning: Square Feet: 0 Construction Type: Occupancy: Comments: MAC School - Veronica Legan 612-237-2389 Fee Summary: Day Care Inspection $50.00 1221.4216 Total: $50.00 Contractor: Owner: Autism Opportunities Foundation 5710 Baker Rd Minnetonka MN 55345 - Applicant - I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature