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HomeMy WebLinkAbout2016-00289 - COO City of Orono CERTIFICATE OF OCCUPANCY � TEMPORARY CERTIFICATE � Building Address: 4220 CHIPPEWA LA PIN: 31-118-23-42-0012 Legal Description: Chippewa 2nd Addn Block 001 Lot 001 Zoning District: Permit No: 2016-00289 Work Activity: Single Family Construction Type: 2015 MN Residential Building Code Occupancy: IRG1 Occupant Load: Fire Sprinkler: N Applicant: M &M Home Contractors Applicant Address: 205 Winkler Trl City, State,Zip: Cologne, MN 55322- Owner Name: DBG, LLC Owner Address: 4725 West Lane City,State,Zip: Minnetrista, MN 55364- THE FOLLOWING ARE NOTED AS INCOMPLETE OR MISSING. THESE MUST BE CORRECTED OR COMPLETED AND REINSPECTED WITHIN THE SPECIFIED NUMBER OF DAYS OR THIS CERTIFICATE WILL BE VOID Failure to correct these deficiences will cause occupancy violation citations to be issued Temporary Certificate of Occupancy far Spring Parade Use ONLY March 2-Apri14,2017 NO OCCUPANCY Prior to occupancy, contact City for Final Certificate of Occupancy requirements. I hereby agree to ake thE�above corr� tions and to call jor reinspection with the time a[lowed: � r � �'� 3 _ 3 �a�, , Owner/Contrac or Date '�,n 3 •2 • 201�7 ui mg �cia Date Date Timre knspector k�spection Ty� 5tat H Pemmutt# Address Pemrt Type Property Type Construction Type Rd8 Final RE4�tSPECT3QP1 Y '20i6-01400 4220(�ippewa La 5�nkler __ _ _ _ Resi�rrti� Lawn Sprinkler — -..�...._ �_.._ _..._ __ _ - ---,, :-__— �_.. _. __......................_.. 1013l201& 12�AM RC3GP ;Pre Rou�i"Up__ P Y !2016-0123fi 4220 Chippewa La Septic__...._.... . _........_... ___.. Residential Seplic(New rx Replacement} _ __....... �--- ---.�. _..__._.r--j- ... 10I3/2D18 12�AM 'ROGP �Rock Bed ar TFench P Y 201� 6-01236 ;4220(�ippewa La �Septic Residenti� Septic(New or Replacement}__ , _...._..._..__ __.____ - — 12181201fi 12:�AM'R(�P �As-0uilt FEand D�aw+ing ._._._......._._.__ P Y 2016-012��422Q(�ipperra la�Septic Residerdial Septic(New or Replacemerd)__ _ __.t_ ---- ----- 1218/2t}16 i 12 DO ANt ROGP Fina� �P Y �2016-0123fi 422D q�ippewa La__Septic _ _ Resident�al Sep6c�tdew w Replacement)_ _..__ __— _. _._ __ _ }� � � 1Ql5l2Q16 12 OQ AM :€2flGP Rock Bed or T►ench �P_ Y I2016-01236 i 422D CMippewa la Septic ResidenUal Septic(New or Reptacemerrt} - -_----._.____ _. -- 7/7112tY15 f 72 0(}ANE AAEID echanic�-Rou�k� �P Y 2016-00737 4220[�uppewa La Mecharsical Reside+�t�al Eireptace-Gas � � __ ._.._.__. _....... _....... .._. ��_ 12/15/20t6 12�WM � Mechanical-Final 'P Y 2016-00737 4220�ippewa La Mechanical � Residentral Fire�ace-Gas — _ _ _. ___............_._._.._�_ Ti26/201fi 12.tt(1 AM j NFETJ Me�anical-Rou�M __ P Y 2t116-00737 4220 f�r�ppewa ta Mecharrical Residential F�re�ace-Gas _._....._ _...____-- — _ _._�__._. - -. _ —_...... 6f28/201fi :12:�RM !METJ :Mechanicatt-Rou gh In (P �Y '2016-00734 �4220 t�rippewa La �Mech�ical �_ Residential Mechanical-Multi e�--_ 6l28I2016 _12 W AM ;METJ Mechanicaf A�r Test i P Y �2016-00734 422Q�ippewa La MechanFca! Residential Ntechanical-Multiple ' �_...._.__. _ � ___._ _. ___� _- - I—...._ _.. _. _ _._.__.._.., __...._.__ �_.__ _ __——._. _.. 11/15l2016 i 12:�AM :N�TJ Manometer Test with Final �P Y i 2016-00734 4220 Chippewa La_Mechanical ,__ __ _�� Residerttial {uFechanical-Mukiple . __._�.__ _ __________. 11/1512016 12�tt0 AM METJ Mecharncal-Final F Y 2016-a6734 4220 Ch�ppewa La Mechanical Residenttal Mechanical-Multiple _.... ... _._�....... __.._ __...__._........... . . _....... _. . _._._ 7f22l201& 12 t10 AM METD Gas Line AirTest � P Y{20i6-00734 4220 Chippewa Ea iMechanical Resident�al AA�anical-Muwple � _ _ --„-�.______ ..�______._�_ _ _.. _._.. _ ;METD Gas Line Air Test P Y 20'46-00734 4220 Chippex+a La Mechanical Residenhal Nllec�anical Mukiple 1�1812016 .12 00 AM '�ETJ Rlumb�ng Rough In — tP Y�2016-ODfi93 422Q Chippewa!.a �f'lumbing ---- - Res�deMaal F'axtures NWILple _.._..._ 61221201& 12 DO AAA -�—�_ Rd8 Plum�ng Final __._� ;.P i Y 2016-0tIfi93 ,422Q Chippewa La �Ptumbmg _ �v Residerdial Fxtures �l�ple � .....__..... �._. _... __ 6/22l2016 .12 00 AM :METJ Piumbing ar Test mm_____�_ _ �P .Y 2016-00693 422g Chippewa l.a �Plumbin� __ _ _Residential F�xtures N�ftiple ---___...._ .�..�__ _.......................... _.. ._.......____ 7/18/2015 12 00 AM 'N�T.I Plumbin� Rough!n P 2016-0�93 4226�ippewa La Plumbing Residential Fixtutes-Nlulti�e _ �_ __ _... . . _. .. __.. _. , __.... 7118/2015 12:00 AM METJ Ffu�n�c_Rough in P Y 2�96-0�93 4220 Chippewa La ;Plumbin� _ Residerrt�� Fixtures-Mlulti�e � _ ___ _ _._ _ --- --- 5lfit2016 12 QO AM :METD Sift Fence(Insta�led 8[nspeete� P Y 2Q16-00289 4226 Chippewa La ,New Structute ___ __`Residenn�gle Family _.. ...__._.__.. 5f&12i116 12:D0 AM 'METD Footing(or Rebar} P Y ;2�16-OD289 422U Chippewa La �New Structure ResidentGal 1 Single Farroly __ _... _ ____ + ---- 12t21/2016 12 DO AM METJ Radon Rock 8ed(Po#y) P Y .2016-a0289 I4220 Chippewa La FPlew Structure Residentraf 'Single Farnily _ ____mm_ _ .e ___. __. �_ 5I9t2Q1fi 12 00 AM METJ Paured Wall(Foundation) P Y 2U16-0U2$9 I4220 Chippeova La New 5tructure Resident�a! Smgle Fartrtuly _ �„____.___ _ _.._-_—�.________ _._.._. _ _._. _ _ .. 12t21l2016 12 00 AM ;METJ :Foundatwn 4Uater Proof(Drain Tile)_!P Y 2U16-00289 ,4220 Chippewa!a New Structure __ � Res�derrtaal Sin�e Family _._... a _. 5lit/2016 12 00 AM CMAT Foundation Survey Bf4 Framng__ jP i2016-00289 ;422Q Chippewa Ea New Structure _.....__..___._.._ Res��ntral _ 5ingle Family �_ __. .__ _. _ _..__._� �...__W____� __._.. _._. .._. .� 7f2212016 .12 DO AM N1ETD Framing _ __ i P Y 2016-00289 ;471Q Chippewa La New Structure .Resi�al Single Family _ _ � __� ---- ____.. 5l13/2016 .12 QO AM METD fnsulatron P Y 2016-00289 422Q Chippewa La New Sttucture Residerrtial 5in�e Fa€rwt�e __ i— - - + - 8I12l2016 12 00 AM N1ETD Lath P Y 2016-00289 4220 Ch� ewa tz �New Structure Residerrtial Sin e F --- _.. _ _ � __ _ __. � _. � 12l1�I2016 12 00 AM ROB Final � �F �l' 2016-0028J 4Y2�(��ppewa La New Structure �� Residential (Sin�e far�uly _ _........ __ _.. , _..� As�u�ft Survey _ i 2016-00289 422D C�ippewa La ;New Structure Resrderitial i Sin e Fa� _ _ __ _...... ...._ _ _ ...... . _. . __ _ _ _.. __.. . __ �..... � Escrow Refund Re uested 2U16-00289 422D Ch�ppewa La �New Structure �Res�dential ;Single Famuly --.___ _ _�_ q -_ . � _ Escrow Refunded �- �20i6-0fl289 4220 Chippewa La j New SNucture _.__._R i ees d ntial 7 Smgle Farruly _ _ �_ _____.__ __ _ 6l16l2016 12�AM METD Foot�ng{or Rebar) P Y 2016-00289 4220 Chippewa La N�5 Nt cture v T�Residential f S�ne�e Family m _. ..._— _..._. � _.__ _ - _...._ -- ...... _ _.. _. _ 7/26l2016 i 12 QO RM t METJ Ensulation _ P Y i 2016-00289 d220 Chippewa La I.New 5hucture 'ResidenUa! Sin�e Famity _� --- _ ____ _.... _ �—_.__.__ _.. __ 12121l20t6 12 00 AM ':METJ Fmal REMtSPECTIdN �P Y 2016-00289 422U Chippewa La New Structure Residential iS�ngie Famdy ..... _ . Escrow Refund Requested_ ; * 2016-00197 '422D Chippewa La Escra4v Eee Tied to Bud�ng Pemxt_Reside�at �Escrow Fee-Tied to Budc�ng Per � � Escrow Refunded ` 2016-00197 ,d220 Chippewa La i Escrow Fee-Tied to Buildkng Pemwt ResideMial��Es�Fee-Tied to Bwl�ng Per _ _-- --- � ---._..._.._ _ t +_--- _.._.__ ..-�._._. _._ �.- ---.._ ..._.._ — - _ __.__._._ 4112/2Q1fi :12•ttQ AM :ROGP Demo Pre-Waik Thrnuqh P �Y 2016-00195 :422Q Chippewa La Demolition Residerrtial �emo-Prindpal Strudure .� -�� � CITY OF ORONO * 2 0 1 6 - 0 0 Z 8 9 * 2750 KELLEY PARKWAY DATE ISSUED: OS/OS/2016 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 4220 CHIPPEWA LA PIN : 31-118-23-42-0012 LEGAL DESC : CHIPPEWA 2ND ADDN : LOT 001 BLOCK 001 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : ]O1-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 621,617.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHAN[CAL,SEPTIC,FIREPLACE,WELL(STATE),ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 4,270.42 PLAN REVIEW 153.56 M&M HOME CONTRACTORS STATE SURCHARGE(VALUATION) 310.81 205 WINKLER TRL PO BOX 90 TOTAL 4,734.79 COLOGNE, MN 55322- Payment(s) (612)797-3720 CHECK 8792 4,734.79 Minnesota State License#: BUIL-BC560376 OWNER DBG, LLC SCHRODER, SUSAN 4725 WEST LANE MINNETRISTA, MN 55364- AGREEMENT AIYD SWORIv STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuauce,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time fo ca e. - /�� I �, ,, �� S � � �� �/� Applica ermit$�Sig re Dat Issued Signature Date . , . � � �� City of Orono �,. � 1� Building Permit Application � for New Structures or Additions Mailing Address: '7 n!/�—OQ � PO Box 66 Permit number: O�(J 1�� �O�Q Crystal Bay, MN 55323-0066 11n Date received: " —�� r- StreetAddress:' a� Received by: �— y� ,� 2750 Kelley Parkway �� Plan review fee: h' . �l c,` Orono, MN 55356 ��!�l��� � `qkfSHO�� Main: 952-249-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: � �, , �'% f) .; r � ,��� / � Will this be a Parade of Homes, Remodelers S owcase Home or other Display Home? ❑ Yes ❑ No /f yes,a special event permit is required with Po/ice Department and City Council approval 60 days prior to the event. Shutt/e bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: �� ' � � � - � '��>� � � �� "i� i '�'��r� � ; �� -- State License# ' ��;L� � ��� Expiration Date: Phone: (cell) �,,.� ���a �`-,`� �.v (office) >� � --, . _; , _,--�` ,y ` ' Mailing Address: �'� ZIP: � ,` - - ' '�X > Cit : � -- < �. �: , _, Contact Person: y"y�l, �C--� j.�•,� 2 Applicant is: ontractor � Homeowner �c�►oie o�e� Email and/or Fax: ;�`�r ' ';� � -�;�_� :��f'��� a. Y ,i-t _ �- � ��:� a � c c� � PROPERTY OWNER INFORMATION: Name: I�;�i''>"�' t � L�_�-- ( �L��'�1 � �-�i_���- ��: Phone (daY): ��,��S I• ��1�i S- U�-}-1�,�_ Address: y1,��� �,t�'k'S=r ��'1 City: rl')i�'1r>(�-(�"��ljj� ZIP: �;. Emailand/orFax �� � � '��_�� - ��� 1��� . � � <;� ��' �; �4b1�{� t z� ,v� ARCHITECT/ ENGINEER INFORMATION: Name: Phone (day): Address: ZIP: Email and/or Fax: � PROJECT INFORMATION: Descripti 1.Type of Project . �� 4.Sewage Disposal& 5 Water Supply �New Construction [� � ' � ❑Addition ��� ❑ Public Sewer ❑Accessory Building [, ❑ Relocation a � � �Private Sewer ❑ Other: (specify) ❑ . � -lj � r � ❑ F � l �� ��(,LL ❑ Public Water ''`Any earth movement may require ❑C ) � ,//� MCWD review&permits. ❑ In � � �G �"' �Private Well Minnehaha Creek Watershed District(MCWD) ❑Ot A � � 15320 Minnetonka Blvd tt Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land, � �)�`� � ��'.� r� �.J�J Packet Last Updated.• August 2015 Page 21 ' � � STRUCTURE INFORMATION: 1.Structure Dimensions 1. Structure Dimensions(continued) a. Length(ft.)= Number of bedrooms= 2. Occupancy: <.� /I l� "` / b.Width(ft.)= Number of garage stalis: 3. Occupant Load: Areas in spuare feet Attached= ,` ��'�;. c. Basement= Detached = 4. Type of Construction: ����%_�'�,7������t'�t�� ����� d. 15t Story = � � , � �-- � , e. 2"d Story= 5. Code Edition: L-,� ) /`�,��' ���'S�v'r4 lC;� f. '/z Story = g. Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable ❑ ❑ Buildin Permit Escrow A reement and Fees ❑ ❑ Plan Review Fee ❑ ❑ Com leted A lication Form ❑ ❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/z x 11 set ❑ ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements ❑ ❑ Surve —2 full size, to scale(meetin ALL surve requirements) ❑ ❑ Hardcover Calculations ❑ ❑ Se tic S stem Certification ❑ 0 Minnehaha Creek Watershed District(MCWD) Permit or Documentation from MCWD statin no ermit is re uired ❑ ❑ Landsca e Walls and/or Retainin Wall Plans ❑ ❑ Stormwater Pollution Prevention Plan SWPPP ❑ ❑ Access Permit ❑ ❑ Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: . Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsibie for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information, the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certifcate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a a10,000 escrow to ensure completion of the as,-built survey and all site improvements. '`� � '' ; ,_ � -, ApplicanYs Signature: � � � � Date: �`��2� � �-v Owner's Signature: �`-�' ��- � Date: -� �'�-����� Last Updated. January 2016 t , Builder Acknowledgement Form 4220 Chippewa Lane / #2016-00289 Builder Permit Conditions Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain /�^ tile inspection, a foundation as-built survey must be submitted and y�� approved by the City or a stop work order will be issued. � F� Schedule a minimum of one hour for the framing inspection. � Erosion control mechanisms must be installed and inspected by the City proper to any land disturbing activities. The contractor must provide a ��'✓ minimum of a 24 hour notice prior to inspection. '�� Erosion control shall be installed and maintained throughout the entire �2� project and must remain until vegetation has been established. � Protect septic sites with snow fencing or metal stakes and caution tape. No underground sewer within 20 feet of well. Prior to the issuance of a Certificate of Occupancy an as-built survey and �,�'� hardcover calculations, if applicable must be submitted and approved. ,� In the event of winter or other unfavorable weather conditions (which prevent the completion of the exterior improvements and/or as-built survey) a Temporary Certificate of Occupancy (TCO) may be necessary. A TCO requires a $10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios, grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans ��� and a building permit to be submitted and approved rp ior to construction. w:\street files\chippewa In\4220\builder acknowledgement form 2016-00289.docx ���BV ��6�lrEl �9!' i�i�'��e��� Y V'� ���6' ����������� � �i����'��� Ac6e�eess: � o li�- P�rrt�it �o.: �-��� ' �LO� ���cription o���rk: � �(�- �"'q�° i�� �'� ��te Rec'ci: 3 '�q• !� [ i ,,,�' � �eptic re�iew by: / .,� / ,�f�-'' Date/�pprovec�: � / - Zoning reviev� by: Date Approvec�: � �`T' �� `f` �,,;,�I .� '-' .1 @�ailaiin� revie� by: ;� r.�.� , , <�-°.. D�te Approvec�: � G5 , C�eading re�rie�v f�y: ,�� / �atie�pprovec6: �r .�ac�rA�Y�6 Zon�r�g District: ��' �� �onsn� Fil��`: R�so#: Reso D�te: �oning: Lot Area: �• f� SF AC V�idth: �o�Cover��e: `����� SF �•�' % �unrey�ut�e�i4�ec➢: �Yes C� No Date of���e�: �'��.• �� Revised date(�): L��c�sc�pe pl�n �ut�rnittec�� �Yes � No L�ndsc��er: I�..�I��t� �{�1�.� �DI t f.cc��L t�u �,� �� e �roposec� �ett�ack�: ���' — �I� -��_]� �� � �B � F��nt��� Re��(S�t� ( �! � � 1�A � � !� S E W ) Otherr��a@ic�ing� if�e�ian� Sdc� �ic�� � 4�,� t I �," _- �r. , , � ' � ��: 1'��t��� i �,k�—S.� � �6Ii C M!►� errvu�� ����nec� �l�igt��: 9�eak FSeic�ht: ���: � f; ( � FFE �inu� 6 feet< i�i � ��E C (E�es��r�g Conta�i � i n 11�e�p�N�,� �eri��ter(lir��a.r fee��= �-�(•�/ 50% _ ��.�� � � f�. � �a�ernen�? � Yes � No, _�_Storie� � VYw � � /y� ���• ' � , t �OR P,�UILDIt�Ca�!ITH A�R,�Efl!"i�R�'T OR CRAI�NL SPRCE: �OF2�BUIL�IREG QM1�i4 SLkB FOUNDATIOFl: The distance between the Iowest proposed Slab at o�above grad — START WITH floor(of the basement or crawl space)and ^-� �om hiahes existina /� � the highest point of the roof. START�� F;� e hig. st point cf the � �� ' f as broughi in to If you have a... !y � e SUBTRACTION • GABLE OR HIPPED ROOF(no �`� rade—measure (BASED ON windows): Subtract half the distance � � isting grade to the �. ROOF TYPE) between the highest point of the roof t� the roof. _ — to the low point of the corresponding \ ' gable or hipped roof � �� �° R HIPPED ROOF � GABLE OR HIPPED ROOF(with ��� ts): Subtract half windows): Subtract half the distance � �,�,�` 1,beiween the between the top of the highest '���� �of the roof to window and the highest point of the �f the roof gable or e ALL OTHER ROOF TYPES(flat, .PPED ROOF mansard,etc):No subtraction. _.,windows): Subtract SUBTRACTION Subtract the distance between the half the distance between (BASED ON basemenUcrawl space floor and the the top of the highest y '� .<., EXISTING highest existing grade adjacent to the window and the highest r, - ; ,� ' „� GRADES) foundation OR 10 fee4(whichever is less). point of the roof � ,� • ALL OTHER ROOF TYPES '�l �'"� (flat,mansard,etc):No E(a U k L B De f ined building height subtraction. � � -� "' Defined building height C_"l; r�l�.,n1 EQUALS Updated: October 2015 z:\forms\plan review checklist 10-2015.docx � � Average Lakeshare Setback Shoreland District f�iCl�l� Perm6t tMet? �'.�" � Yes No Permit Number. �� -( �� Q Yes a No �N/A � Ye�o � � � N/A-see attached Setback: Storrrnvcra�er Qual6ty Ex�stie�g Fropose8 �verlay Qistrict Tier FQ�rdca�er !#�.rdc��er 9�ariae�ce 8�eq�irec� CUF� I�equirec€ circle one % and sf °/o and s �I Yes No � Yes No ` - _- - ___-=- ----=� 1 2 3 4 5 -_� ___-- -- - Type�s�. Type�s�: Fees to be Char eci YES NO Permi� ✓'' F�Qan Revie�nr „�" St�te Surcharg� Z-�-. ie��e��i��tior� �ee � ��C-�&umber o#�AG l�r�its � O�her(s�eci�r) � �quar� Foota e � �r S uare Foota e - Basement ( C ��=;� X G'C%' � - $ l���0� �" (�` 1 st Floor ��"'�� X ��i�. �(�� _ $ r Jr�' '(�)��� - 2"d FIOOf �� ''` Y �'���; . � _ $ �� ��,�' G- � � � �. � Garage ��-,��;t��: (`,��l�- X �/ _ $ .� ,� �`J 4�� + ..�, �' Estimat�d C�nstruc4ior� Vai�ae: $ �� � �; �fi :� �rc��r� fnspecti�ns Rec�uired !"�ork�equBrin� Separate Permits ��- Footing � Site `�Plumbing Q Grading/Filfing �Poured Wall �ilt Fence/Erosion Control �.Mechanical � Fire � 4,6� Fo�ndation Survey C'� Hardcov�r Removal Septic � Water Connection � Foundation Waterproofing C1 Other(specify) �Fireplace � Sewer Connection ,�Framing Cf Masonry � Lawn Irrigation �Insulation �Mfg. ❑ Landscaping As-Built Surwey E3 Other(specify) �Final � Lathe Rec�uired Stafi� Ferrnit� � Other(specify) � . �• 1/Vell Electrical f� REit�e�R6C3 (in-house): ' �FFICIi4L REfi��RK� -T� BE Rl�TED O�' �EI?F�ff@T A,N� I[�ITl�@,LLE�: e� Builc�e Ackno�led�e�er�� �orrn � � r tQ-� escr9. as-b " ur.�e�+ _ . --___�_,�.- �' Updated: October 2015 �•\fnrmc\nlan rcview rhorkliet 1(1_9f11 F rinrY � y � Z Z D C� f {��� � � P��.�`€��"�"� AFR 2 8 �n�F BASEMENT COMPUTATION CITY OF n�0lV� The intersection of the existing 971.1 contour and the proposed foundation is shown. Total foundation perimeter (including porch & excluding garage) = 241.6 feet Foundation perimeter exposed below existing 971.1 contour = 99.1 feet = 41.0% Foundation perimeter exposed above existing 971.1 contour = 142.5 feet = 59.0% PROPOSED HOUSE DETAIL 4X4 STAIR LANDING _ _ � � DECK BENCHMARK SCREEN 968,7 TOP OF HUB I PORCH � 14.00 ' 16.00 ELEV. 970.91 � � PATIO 15.00 966.1 g69.2 W �,, 45.00 66.1 EXISTING 971.1 ----- -------- o- 32.00 z'' 969.5 0 15.00 y�CONTOUR n TOP OF HUB 16.00 ELEV. 968.38 PROPOSED � 9�1.� HOUSE (WO) ( FAMILY I"'- p � TF 975.4 AREA � � LFE 966.7 LFE 966L2 Iz �^���' � - � � � � I - - - - T � �, ��� � `�' -+ 6 �9 � RETAINING WALL EXISTING 971.1��� �, � � � �9 ��3 � CONTOUR J ( � � 692 -' GARAGE � o `�� I FFE 974.0 ' 26.83 ?o J � 1��' `�' 13.00 � PORCH � o EX. WELL 15.00 � o, 22.17 0 54. 3----1--15_00 _� ------ �- - �------ �4.� TOP OF HUB I 975.0 � TOP OF HUB ELEV. 968.63 ELEV. 971.79 I � 0 � 0 30 � � Scale in Feet Christine Mattson From: Christine Mattson Sent: Friday, April 29, 2016 8:24 AM To: 'Mike Fritz' Cc: Melanie Curtis; susan.schroder@yahoo.com; Jennifer Storms; Roger Peitso; Curt Kallio Subject: RE: 4220 Chippewa Lane/#2016-00289 Good Morning Mike, Please have the landscaper provide two updated landscape plans. The landscape plan and survey should match. Don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Keiley Parkway j Orono ; MN ; 55356 (physical addressJ PO Box 66 � Crystal Bay � MN = 55323-0066 (mailing addressJ `� 952.249.4620 f � 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm From: Mike Fritz [mailto:mfritz@mandmquality.com] Sent:Thursday, April 28, 2016 5:18 PM To: Curt Kallio<curtkallio@kallioengineering.com> Cc: Melanie Curtis<MCurtis@ci.orono.mn.us>; Christine Mattson <CMattson@ci.orono.mn.us>; susan.schroder@yahoo.com;Jennifer Storms<jstorms@mandmquality.com>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: RE:4220 Chippewa Lane/#2016-00289 We will be following the survey accordingly for the landscape. On Apr 28, 2016 5:16 PM, "Curt Kallio" <curtkallio(a�kallioen�ineerin .c�om> wrote: Christine, The survey dated 4/26/16 included the landscape features. The landscape plan had walls that weren't necessary so I believe they will be sending a revision. Thanks, 1 ' �urt , __ ..... . _. From: Christine Mattson [mailto:CMattsonCa�ci.orono.mn.us] Sent: Thursday, April 28, 2016 4:07 PM To: 'Curt Kallio'; Mike Fritz Cc: 'Jennifer Storms'; 'susanschroder@yahoo.com'; Melanie Curtis; Roger Peitso Subject: RE: 4220 Chippewa Lane/ #2016-00289 Curt, Jen brought in a landscape plan on Apri125h. I had informed her the landscape plan needs to be shown on the survey. Please update the survey to reflect the landscape plan, showing any proposed decks, patios, sidewalks, grading and retaining walls. Top and bottom of wall elevations must be shown for retaining walls. Any retaining walls 4 feet or over in height or tiered walls not separated by twice the height of the lower wall will require an engineered plan to be submitted and approved prior to the building permit being issued. Please submit two, full-size copies of an updated survey. ; 3 Mike, The landscape plans shows the removal of the chain link fence. Please have both the septic sites protected with snow fence or metal stakes and caution tape so the sites are not disturbed during the removal of the fence. ' Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant ' City of Orono 2750 Kelley Parkway Orono '; MN '' S5356 (physical address� PO Box 66 ' Crystal Bay ' MN 55323-0066 (mailing address) 2 �' 952.249.4620 ' = 952.249.4616 �' cmattson(a�ci.orono.mn.us ' �' www.ci.orono.mn.us Office Hours: Monday - Friday 8 am to 4:30 pm 1 From: Melanie Curtis Sent: Thursday, Apri128, 2016 1:43 PM To: 'Curt Kallio' <curtkallio(a�kallioengineerin .c�om>; Christine Mattson<CMattson(c�ci.orono.mn.us> Cc: 'Mike Fritz' <mfritz(�a,mandmquality.com>; 'Jennifer Storms' <istorms(a�mandmqualit .�m>; 'susan.schroder(cr��yahoo.com' <susan.schroder(�a,yahoo.com> Subject: RE: 4220 Chippewa Lane /#2016-00289 curt I think it looks like with the existing 971.1'contour identified, the basement meets the definition of basement. Thank you. In an effort to clarify the two portions of the basement perhaps the following wording better describes each: • Percentage of foundation perimeter that has more than 6'exposed below the first floor elevation (if greater than 50% it is a��story'�. • Percentage of foundations perimeter that has less than 6'exposed below the first floor elevation (if greater than 505 it is a basement). Please let me know if you have any additional questions. Melanie Curtis �952.249.4627 �mcurtis@ci.orono.mn.us 3 From: Curt Kallio [mailto:curtkallio(a�kallioen in�eerin .g com] Sent: Wednesday, April 27, 2016 5:50 PM To: Christine Mattson <CMattson(a�ci.orono.mn.us> Cc: 'Mike Fritz' <mfritz(a�mandmquality.com>; 'Jennifer Storms' <storms(a�mandmquality.com>; susan.schroder(cr��yahoo.com; Melanie Curtis <MCurtis(a�ci.orono.mn.us> Subject: RE: 4220 Chippewa Lane /#2016-00289 Melanie or Christine, ' Is the attached the correct way to calculate this and does it meet your basement definition? Thanks, Curt From: Christine Mattson [mailto:CMattsonCa�ci.orono.mn.us] Sent: Wednesday, April 27, 2016 9:20 AM To: curtkallio@kallioengineering.com Cc: Mike Fritr; 'Jennifer Storms'; 'susan.schroder@yahoo.com'; Melanie Curtis Subject: 4220 Chippewa Lane/ #2016-00289 curt � Thank you for submitting the revised survey showing the 971.1'elevation. According to the definition if more than 50% of the basement's perimeter is exposed more than 6'from the 971.1'elevation it shall be considered a story and not a basement. You provided calculations for the basement perimeter of 215.1 linear feet. My calculation was 242.6 linear feet. Did you include the porch with excavated storage space below? See attached. Based on your survey and my calculations the portion of the perimeter shown in green is sufficiently in the ground to be considered for the basement definition; however a greater portion of the perimeter(in orange) is out of the ground/has more than 6'of exposure. This results in: green = 90 linear feet and orange = 152.6 linear feet. 4 Therefor� oniy 37% of the basement's perimeter is in the ground at the 971.1'elevation. The lowest level is defined as a ��story" resulting in a 3-story house which cannot be permitted. You have a number of options, two of which are: 1. Excavate beneath the garage to allow the entire garage perimeter to be included and drop the first floor f18". Note: I haven't done a complete calculation but it appears you'd get closer (47%)just by excavating beneath the garage. Or 2. Drop the first floor of the house sufficiently to result in more of the basement perimeter in the ground below the determining elevation (FFE—6'). Please review the definition. If you still have questions perhaps an in-person meeting would resolve this. Let me know if you'd like to schedule a time to meet. i Basement means that portion of a building that is partly or completely below the existing ground level. A basement shall be considered as a story for purposes of determining the number of stories in a building, when the finished surface of the floor above the basement is more than six feet above the existing ground level for more than 50 percent of the basemenYs perimeter. The perimeter of the basement does not include portions of the house or garage that do not have a lower level but are merely"unexcavated". Artificially raising the grade adjacent to the foundation of a structure (by filling or by a combination of filling and retaining walls) above the surrounding natural terrain shall not be allowed as a method for converting a defined story to a defined basement, regardless of any other benefits to the property of such action. Finished grade that increases more than one foot from existing ground level shall be considered as artificially raising the grade. However, artificially raising the grade when such action merely restores a previously excavated site to its original natural grade may be used as a method for converting a defined story to a defined basement. ; Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356 (physical address) PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing address) `� 952.249.4620 � � 952.249.4616 � cmattson(a�ci.orono.mn.us � � www.ci.orono.mn.us 5 Office Hours: Monday - Friday 8 am to 4:30 pm 6 � 1 Christine Mattson From: Christine Mattson Sent: Wednesday,April 27, 2016 9:20 AM To: curtkallio@kallioengineering.com Cc: Mike Fritz; 'Jennifer Storms'; 'susan.schroder@yahoo.com'; Melanie Curtis Subject: 4220 Chippewa Lane/#2016-00289 Attachments: SKM_C654e16042608130.pdf cUrt Thank you for submitting the revised survey showing the 971.1'elevation. According to the definition if more than 50% of the basement's perimeter is exposed more than 6'from the 971.1'elevation it shall be considered a story and not a basement. You provided calculations for the basement perimeter of 215.1 linear feet. My calculation was 242.6 linear feet. Did you include the porch with excavated storage space below? See attached. Based on your survey and my calculations the portion of the perimeter shown in green is sufficiently in the ground to be considered for the basement definition; however a greater portion of the perimeter (in orange) is out of the ground/has more than 6'of exposure. This results in: green = 90 linear feet and orange = 152.6 linear feet. Therefore only 37% of the basemenYs perimeter is in the ground at the 971.1'elevation. The lowest level is defined as a��story" resulting in a 3-story house which cannot be permitted. You have a number of options, two of which are: 1. Excavate beneath the garage to allow the entire garage perimeter to be included and drop the first floor t18". Note: I haven't done a complete calculation but it appears you'd get closer (47%)just by excavating beneath the garage. Or 2. Drop the first floor of the house sufficiently to result in more of the basement perimeter in the ground below the determining elevation (FFE— 6�. Please review the definition. If you still have questions perhaps an in-person meeting would resolve this. Let me know if you'd like to schedule a time to meet. Basement means that portion of a building that is partly or completely below the existing ground level. A basement shall be considered as a story for purposes of deterrnining the number of stories in a building, when the finished surface of the floor above the basement is more than six feet above the existing ground level for more than 50 percent of the basement's perimeter. The perimeter of the basement does not include portions of the house or garage that do not have a lower level but are merely "unexcavated". Artificially raising the grade adjacent to the foundation of a structure (by filling or by a combination of filling and retaining walls) above the surrounding natural terrain shall not be allowed as a method for converting a defined story to a defined basement, regardless of any other benefits to the property of such action. Finished grade that increases more than one foot from existing ground level shall be considered as artificially raising the grade. However, artificially raising the grade when such action merely restores a previously excavated site to its original natural grade may be used as a method for converting a defined story to a defined basement. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356 (physical addressJ PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ � � , � , S' 952.249.4620 � 8 952.249.4616 �� cmattson@ci.orono.mn.us � �? www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 2 Christine Mattson From: Christine Mattson Sent: Monday, April 25, 2016 2:43 PM To: 'Jennifer Storms' Cc: Mike Fritz; curtkallio@kallioengineering.com; 'susan.schroder@yahoo.com'; Roger Peitso; Melanie Curtis Subject: 4220 Chippewa Lane/#2016-00289 Attachments: Landscape Walls & Retaining Walls 2014.pdf Jen, Per our conversation at the counter this afternoon, I've reviewed the updated survey submitted showing the additional elevations requested. Piease see below: 1. Building Height. With the additional elevations provided it appears the lower level of the home (not including the unexcavated garage area) may be classified as a "story" and not a "basement"which is needed. Based on the contour information provided the home appears to be a 3-story home where 2 % stores above a basement is the maximum permitted. Based on the analysis,the proposed first floor elevation (FFE) is 977.1'which results in the 971.1' being the determining elevation 6 feet less (see below definitions). Please have the survey updated to show where the 971.1 crosses the foundation of the proposed home. Please note at least 50%of the perimeter of the foundation must be at or below the 971.1'. 2. Landscape Plan. A landscape plan was submitted. Any proposed patios,grading, sidewalks, retaining walls shown on the landscape plan should be reflected on the survey. Attached is a copy of our landscape and retaining wall information sheet. 3. Certificate of Survey. An updated survey dated 4-25-2016 was received reflecting the house being moved to the East to meet the side yard setback (and you brought in a landscape plan). Because this survey is not complete (#1 and #2 above) the survey will not be reviewed until the number of stories calculation is resolved and the landscape plan is shown on the survey(i.e. patio, retaining walls, showing top and bottom of wall elevations, sidewalks, etc.). Basement means that portion of a building that is partly or completely below the existing ground/evel. A basement shall be considered as a story for purposes of determining the number of stories in a building, when the finished surface of the floor above the basement is more than six feet above the existing ground level for more than 50 percent of the basement's perimeter. The perimeter of the basement does not include portions of the house or garage that do not have a lower level but are merely"unexcavated". Artificially raising the grade adjacent to the foundation of a structure (by filling or by a combination of filling and retaining walls) above the surrounding natural terrain shall not be allowed as a method for converting a defined story to a defined basement, regardless of any other benefits to the property of such action. Finished grade that increases more than one foot from existing ground level shall be considered as artificially raising the grade. However, artificially raising the grade when such action merely restores a previously excavated site to its original natural grade may used as a method for converting a defined story to a defined basement. Half story means the uppermost floor of a building in which (i) the intersection of the exterior wall and the roof is not more than three feet above the floor elevation, and(ii) not more than 60 percent of the floor area within the exterior wal/s of the uppermost floor exceeds five feet in height as measured from the floor to the rafters. Floors exceeding these parameters shall be deemed a full story. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356 (physical addressJ 1 PQ Box 66,� Crystal Bay � MN � 55323-0066 (mailing addressJ �' 952.249.4620 � � 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm From:Jennifer Storms [mailto:jstorms@mandmquality.com] Sent: Monday, April 25, 2016 11:55 AM To:Christine Mattson<CMattson@ci.orono.mn.us> Subject: FW: 4220 Chippewa Survey 4/25/16 Hi Christina Attached is the revised survey your requested. I will drop off hard copies along with the landscape proposal this afternoon. How quickly can you get me a permit? I would like to dig Wednesday. Thanks Jen ,jP.W StOYWI� Design/Project Management M & M Home Contractors, Inc 952-381-7431 www.mandmquality.com 2015 - ROMA AWARD WINNER �� _ 2 ���0 C ITY OF ORONO ,a � Street Address: Mailing Address: Telephone(952)249-4600 `� G` 2750 Kelley Parkway P.O. Box 66 Fax (952)249-4616 F �y �, Orono, MN 55356 Crystal Bay, MN 55323 www.ci.orono.mn.us kESHOR April 15,2016 Mike Fritz M & M Home Contractors, Inc. PO Box 90 Cologne, MN 55322 Re: Building Permit Application#2016-00289 4220 Chippewa Lane On March 29, 2016 the City received a building permit application for a new single family home. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. Our engineer has reviewed the survey submitted (dated 3-22-16) and has the following comments: a. Contours. Item #10 requires 2' contours on the entire lot extending 50' outside the lot lines. The source of the topography must be identified on the survey. b. Alternate Septic Site. Please have the alternate septic system identified and location shown on the survey. c. Elevations. i. Top of Foundation. The top of foundation elevation is shown on the survey. Please have the surveyor add a call out label showing the point or spot where the top of foundation elevation is in reference to. Please note,we expect the same location to be identified on the foundation as-built survey. ii. First Floor Elevation. Please identify and show the first floor elevation. iii. Lowest Floor Elevation. The lowest floor elevation is shown, but clarification is needed. Please show the sport court elevation and identify the room/area where the low floor elevation is in reference to. Please submit two updated,full-size surveys meeting all of the City's survey requirements (copy attached). 2. Building Plans. The building plans propose a cantilever on the east side of the house which encroaches into the side yard setback. Cantilevers are allowed, but according City Code Section 78-1405—Nonencroachments, cantilevers cannot exceed two feet in depth or be more than 20 square feet in area. (A copy of the code section is attached.) According to the building plans the cantilever is 2'x 21'. Please provide revised building plans. 3. Landscape Plan. Prior to the issuance of the building permit a landscape plan must be submitted showing all the proposed exterior/landscaping improvements, i.e. patios,grading,sidewalks, retaining walls,etc. The plan should include the name of the individual performing the work. Any proposed patios, grading, sidewalks, retaining walls shown on the landscape plan should also be reflected on the survey. Apri115,2016 4220 Chippewa Lane Page 2 of 2 4. Wetland. Based on our available information, it appears there is a wetland within the subject property. This wetland appears to be located within 150 feet of the proposed project. Because Orono City Code requires a 35-foot setback from any wetland for structures or hardcover, the location of the wetland must be indicated on the survey. Setbacks must be verified with wetland delineation information. Leve12 Delineation is required. A Leve12 delineation must include the exact surveved boundarv of the wetland shown on the certificate of survey. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO � ��vrU�Y' ' ' Christine Mattson Planning Assistant c via email: Mike Fritz Jen Storms Susan Schroder Roger Peitso, Building Official enclosures Christine Mattson From: Terrence Chastan-Davis <tchastan-davis@minnehahacreek.org> Sent: Tuesday, April 19, 2016 10:15 AM To: Christine Mattson Subject: No apparent wetland found:4220 Chippewa Ln, Orono Hello Chris, I just wanted to let you know that after conducting an onsite inspection,the District believes that there are no wetlands on the parcel of 4220 Chippewa La. Please let me know if you would like any other information. Thank you, Terrence Chastan-Davis District Representative Minnehaha Creek Watershed District 15320 Minnetonka Bivd Minnetonka, MN 55345 952-641-4581 ��. 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This drawing is neither a legally recorded map nor a rvey and is not intended to be used as one.7his drawing is a compilation of records,information,and data 0 79 Feet e lo urced in various citY,munry,and state offces,and other s affecting the area shown,and is to be used for reference purposes only.The City of Orono is not �O Bolton&Menk,In[-Web GIS 4/18/2016 1:08 PM ram��<�hlP fnr an�ina��urarirc harnin rnntainPd Permit A�plication: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowledge the minimum required information is included with the submittal. If nott the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with stafF if you have questions on application submi al requirements. ,�', Completed Application Plan Review Fee Paid � e�w Agreement & crow Payment �,, � � Building Plans (to scale) x2 Certificate of Survey (to scale) showing the proposed project & � meeting all requirements x2 , Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating �,.: t1�e proposed project does not trigger their permitting re�uirements). I will contact the MCWD at 952-471-0590 re ��c�ing, t�i� . Qject. Signed by�,: /' Address: � � y�,.� �,t�1� i�+�e'L,�l_=. '� j � Permit #: o?D��o_p�� �q Packet Last Updated: August 2015 Page 2 DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private data on yourself. 6. Your full name is required to process this application or permit. ��'1��������'1 i-�� � _.7���/iZ��-/ ��, ; First Middle Last „ � ZL� � 1��-��.�� �� u Address (������� � �� C�s l- �`�5 - o��� City State Zip Phone I undesstand my rights as stated above. , _ _----- - --� `._� �' __.\ L_,-'7 \ � �� �� � Signature Packet Last Updated: August 2015 Page 7 Orono, MN Code of Ordinances Page 1 of 6 Sec. 78-1405. - Nonencroachments. (a) The following shall not be considered to be encroachments on yard setback requirements: (1) Chimneys, flues, belt courses, leaders, sills, pilasters, lintels, ornamental features, cornices, eaves, gutters, and similar building elements, provided they do not extend more than two feet into a required yard. (2) Nameplate signs for one-family dwellings subject to the provisions of article X, division 4 of this chapter; lights for illuminating parking areas, loading areas or yards for safety and security purposes, provided the direct source of light is not visible from the public right-of-way or adjacent residential property and is located at least five feet from the front lot line; public utility poles and overhead lines; mailboxes. (3) Terraces, steps, uncovered porches, stoops or similar structures which do not extend above the height of the ground floor level of the principal building and extend to a distance of not less than two feet from any lot line. Window wells including those for fire egress which do not extend more than five feet from the building. Sidewalks, driveways and parking areas when constructed, located and used in compliance with other provisions contained within chapter 78. Driveways may extend to within five feet of a side lot line. (4) In side or rear yards only, bays or cantilevers not to exceed a depth of two feet nor to contain an aggregate area of more than 20 square feet, fire escapes not to exceed a width of three feet and a depth of four feet, and open et parking. (5) In rear yards only, balconies, breezeways, detached outdoor picnic shelters, laundry drying equipment, and recreational equipment except as otherwise regulated; no accessory structure shall be closer than five feet from a rear lot line. (5.1) Retaining walls, subject to the following provisions: a. Retaining walls may be located in all required yards when all of the following conditions are met: 1. The structure is located at least ten feet from the edge of the traveled roadway; 2. The structure is not located within a drainage, utility, or other easement, except upon approval in writing for an encroachment agreement by the city; or similar approval from another regulatory and/or utility agency; 3. The structure creates no impacts to drainage direction, rate or volume for adjacent properties. b. Retaining walls which do not exceed two feet in height above existing grade, which are located within the property and at least five feet from any property line, and for which the amount of imported fill associated with the structure does not exceed 20 cubic yards, do not require a building or land alteration permit. c. Retaining walls exceeding two feet in height above existing grade or for which the amount of imported fill associated with the structure exceeds 20 cubic yards or which are located less than five feet from a property line, shall require a land alteration permit and upon recommendation of the building inspector may require city council review or a conditional use permit per the provisions of section 78-967. d. Retaining walls exceeding the allowed height of a fence in a given required yard shall be about:blank 4/12/2016 Orono, MN Code of Ordinances Page 2 of 6 located so as to meet the required accessory structure setbacks established for that yard. (6) In side yards only, no accessory structure shall be closer than ten feet from any side lot line. (7) Air conditioning or heating equipment may be located within a required yard but shall be located within five feet of the building it serves; shall not be located within an existing or required drainage and/or utility easement; and shall be located at least five feet from any lot line. (8) Fences erected in all zoning districts are considered as a nonencroachment when they conform to the standards listed below. For the purposes of this section, the following definitions shall apply: Permanent fence. A fence that is installed in a fixed or enduring manner that is not intended for a seasonal or temporary purpose. Temporary fence. A fence that is not permanently secured or anchored to the ground by posts or affixed footings, and is installed and removed on a limited term or seasonal basis such as: snow fences, garden fences, seasonal recreational fences such as hockey boards; fences installed for safety or access management purposes for special events; and fences installed for the duration of a construction project such as silt fences, erosion control bioretention logs, and septic drainfield site protection fences. Fence height. The measurement from the top of any part of the fence, including posts or other structural supports, lattice, ornate top design elements, and so forth measured to the existing grade below the fence, as measured perpendicular to the slope (see Drawing). Exception: Post finials extending above the top of the fence shall not be deemed as part of the fence for height determination purposes as long as they do not exceed ten inches in width per finial and do not extend above the top of the fence by more than ten percent of the allowed maximum fence height at that location. Drawing: Fence Height Measurement on Sloped Site about:blank 4/12/2016 Orono, NIN Code of Ordinances Page 3 of 6 .�.._ ���'�� ���ir r � � � � c ���� �t��. � ����� ���� r .�" �� �'' a. Non/akeshore /ots. Fences and walls within a required front yard or side street yard shall not exceed a about:blank 4/12/2016 Orono, MN Code of Ordinances Page 4 of 6 height of 42 inches above original grade. 2. Fences and walls within a required rear or side yard shall not exceed a height of six feet above original grade. b. Lakeshore lots. 1. Fences within the required street(rear)yard or side street yard of a lakeshore lot shail not exceed 42 inches above original grade. Exception: A fence not exceeding six feet in height may be located along the street lot line of a lake frontage lot which abuts a major thoroughfare. A major thoroughfare for purposes of this section means any county road or state highway. If such fence involves fill or berming, the total combined height of both fence and fill shall not exceed six feet above the height of the crown of the major thoroughfare. 2. Fences within the required side yard of a lakeshore lot shall not exceed six feet in height, and shall not exceed 42 inches in height for any portion located lakeward of a line drawn between the most lakeward projection of the fence owner's principal residence structure and the most lakeward projection of the principal residence structure on the adjacent property abutting the side yard in which the fence is located. 3. Fences shall not be constructed within the defined lakeshore yard of a lakeshore lot, i.e., shall not be located within 75 feet of the shoreline for general development lakes, 100 feet for recreational lakes, or 150 feet for natural environment lakes. 4. When the building site of a lakeshore lot is separated from the lakeshore by a public or private road, the following definitions will apply for fence location purposes subject to the provisions of section 78-1405(a)(8)a.2: When the yard on the opposite side of the building site from the lake does not abut a street, such yard shall be considered as a standard rear yard. The yard between the building site and the street shall be considered as a standard front yard. c. Specia/provisions. Split rail fences of no more than three rails within a required front, street or side street yard may have a maximum top rail height of 48 inches above original grade. Board rail fences within a front, street or side street yard for the specific purpose of enclosing permitted domestic animals may have a top rail height of 60 inches and shall be no more than 50 percent opaque. d. Intersection sightline obstruction prohibited. No fence shall be installed so as to obstruct a required clear view at street intersections as required by section 78-1371. e. Fence construction and maintenance. 1. The owner of a fence shall maintain it in a condition of reasonable repair and appearance and shall not allow it to become or remain in disrepair or in a dangerous condition. 2. Fences shall be installed with the finished side facing neighboring properties or the street. The term "finished side" means that side having no structural supports. 3. Fencing materials shall consist of permanent all weather products. 4. Temporary fencing shall not be allowed to remain on the property following final inspection, or issuance of a certificate of occupancy for a permitted construction project, or protection of property during a similar project or winter conditions. Winter about:blank 4/12/2016 Orono, MN Code of Ordinances Page 5 of 6 conditions shall be defined as October 15 through March 31 of the foliowing year. Temporary fencing associated with a special event shall be removed within seven days of the end of such event. Temporary fencing materials shall not be allowed to remain on a permanent basis on a parcel. 5. Existing fences that are legal nonconforming as to location, height, design or other characteristics may be replaced in kind. (9) Entrance monuments, defined for the purpose of this section as a nearly permanent physical structure or object, natural or artificial, used to depict an entrance to the property, erected in all residential zoning districts are considered nonencroachments when they conform with the following standards: a. Each monument, with a maximum of two per approved driveway access, shall be limited to a single pillar with a footprint measuring no larger than 25 square feet and no length to exceed five feet; b. The monument must be setback a minimum of five feet from all properry boundaries and never fewer than ten feet from the edge of the paved, traveled roadway; c. Plans and/or elevation views of the proposed monuments are required to be submitted for approval by the planning director; d. All signage proposed for the monuments must comply with section 78-1467; e. The monuments are limited to eight feet in height including any appurtenances. Any monument exceeding the maximum height must meet principal structure setback requirements; f. When more than one monument is proposed, and serving two or fewer residences, a minimum horizontal width of 16 feet is required between them; g. When more than one monument is proposed, and serving three or more residences, a minimum horizontal width of 22 feet is required between them; h. Lighting is allowed, in conformance with section 78-1573 and at the discretion of the planning director. i. When a gate is proposed, the following requirements must be met: 1. The gate must open into the property not outward towards the right-of-way, and 2. Gates serving two or fewer residences shall have a minimum horizontal width of 14 feet in the full open position, and 3. Gates serving three or more residences shall have a minimum horizontal width of 20 feet in the full open position, and 4. For all properties, gate height may not exceed the height of the monument, measured from grade, unless principal structure setbacks are met(if monuments are not proposed then gate height shall be regulated in accordance with the fence height regulations of section 78-1405(8), and 5. Gates must maintain an opacity level of no greater than 25 percent, and 6. For locked and/or secured gates a knox box, meeting the standards set forth by the police and fire department, must be provided for emergency access, and 7. On major thoroughfares the monuments and gates must be located 40 feet from the paved, traveled road to allow for vehicle stacking. A major thoroughfare for the purposes of this section means any county road or state highway. about:blank 4/12/2016 Orono, MN Code of Ordinances Page 6 of 6 . , � � j. A building permit is required for installation. A survey must be submitted depicting where the monuments will be placed, and the property corner pins must be located for inspection purposes. (b) The following shall not be considered to be encroachments on structure height requirements: (1) Parapet walls that extend no more than three feet above the height of the building. (2) HVAC cooling towers. (3) Elevator penthouses. (Code 1984, § 10.03(15); Ord. No. 211 2nd series, §§ 1-5, 11-26-2001; Ord. No. 12 3rd series, § 1, 5-24- 2004; Ord. No. 30 3rd series, § 1, 11-28-2005; Ord. No. 43 3rd series, § 1, 2-25-2008; Ord. No. 106 3rd series, § 22, 6-10-2013; Ord. No. 139 3rd series, § 1, 2-23-2015; Ord. No. 140 3rd series, § 1, 3-23-2015) about:blank 4/12/2016 Christine Mattson From: Roger Peitso Sent: Tuesday, April 12, 2016 4:03 PM To: Chip Hentges Cc: mfritz@mandmquality.com; Christine Mattson; Melanie Curtis;Jeremy Barnhart Subject: 4220 Chippewa Lane, Orono Chip, I completed y soils verification today and I agree with your findings for the design but we need an alternate site Identified before we will be able to issue a building permit. Below is a copy of a portion of our septic ordinance that requires this second site. Any questions please call. Sincerely, City of Orono Roger Peitso Building Official City of Orono Phone: 952-249-4600 Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 f/ ���� �`�.i .�!� �I`I , ..11;44�,[.�ik;k�-!.. 1 Christine Mattson From: Roger Peitso Sent: Tuesday, April 12, 2016 4:07 PM To: chentges@co.carver.mn.us Cc: Melanie Curtis; mfritz@mandmquality.com; Christine Mattson;Jeremy Barnhart Subject: 4220 Chippewa Lane Chip, Here is a copy of the ordinance, Sec. 58-47. - Building permit applications. (a) New residence. No building permit shall be issued for any new building that will be connected to an ISTS until a site evaluation and design is approved by the on-site systems manager. The site evaluation must include the identification of both primary and alternate drainfield sites suitable for a minimum of a five-bedroom residence. If the building will be connected to an existing system, a site evatuation and design must be approved by the city, including the existing system specifications and a future site meeting the provisions of this article. A new residence must be connected to an ISTS meeting the definition of a code system. (b) Required upgrade or replacement. A sewage treatment system not meeting the requirements of Minnesota Rules Chapter 7080, as amended, or the requirements of this article, whichever is more restrictive, must be upgraded, at a minimum, at any time a building permit is required for any improvements on, or use of, the property, subject to the following: (1) Any such system for which the city has previously issued orders requiring upgrade or replacement of the system by December 31, 2007, shall not be subject to this requirement until January 1, 2008. (2) Any such system for which the city has previously issued orders requiring upgrade or replacement of the system by December 31, 2010, shall not be subject to this requirement until January 1, 2011. (3) Regardless whether previous upgrade or replacement orders have been issued, this upgrade or replacement requirement shall not apply when said building permit is for regular maintenance or upkeep including but not limited to replacement of inechanical equipment such as air conditioning, furnaces, water heaters, or water softeners, or for re-roofing, re-siding or window replacement. (c) Construction of additiona/ bedrooms or construction including water-using appliances that will increase the sewage flow into an ISTS. A building permit shall not be issued until the city confirms that the existing ISTS is compliant and of adequate size to treat the sewage flow from the building and that a future drainfield site is designed and preserved. If the existing ISTS must be repaired or replaced, an ISTS design for both the existing ISTS and a future drainfield site must be approved before issuing a building permit. If expansion or replacement of the ISTS is required, the ISTS must be installed and inspected before a certificate of occupancy shall be issued for the construction. Failure to identify satisfactory drainfield sites for the proposed sewage flow for use now as well as a future site shall result in the denial of the building permit application. (d) Expansion of an existing building, including decks and patios; construction of an accessory building, driveway or land alteration. A future drainfield site must be designed and preserved prior to the issuance of a building permit for any expansion of an existing building, construction to an accessory building or driveway or land alteration on a property using an ISTS. A building permit will not be issued when the proposed work would preclude the use of the only future drainfield site approved by the city. (Code 1984, § 12.30(4)(F); Ord. No. 100 2nd series, §4, 2-10-1992; Ord. No. 147 2nd series, § 8, 5-13-1996; Ord. No. 199 2nd series, § 1(12.30(4)(F)), 5-8-2000; Ord. No. 38 3rd series, § 1, 9- City of Orono Roger Peitso 1 B�slding Official City of Orono Phone: 952-249-4600 Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 -- , ,�CLC�/V4`e 1 7+A�'�� �/�• �y� y� ��,��E53}0���, 2 - - fVew Construction Energy Code Compliance Certificate � � Date Certificate Pos Per R401.3 Certificate.A building certificate shall be posted on or in the electrical dislribution panei. Mailing Address of the Dwelling or Dwelling Unit City ZZO C I�I � Nt O QNG Na f Residential Contractor MN License Number d- M �t� cv o3 THERMAL ENVELOPE RAD N CONTROL SYST M _____� ,.. ___w.. Type:Check All That Apply x Passive(No Fan) _._•__. r i _ _.�- �'7��:� �r"Ii'i"�i� liir'�n .� � �� o � I � ,� � � � , „ �n,:�n� � ���� ���� � ,_:, _ ; �. Location(or future location)of Fan: F_. cu N .o � _N _ U ,� o n 3 z.' � � o n � n � cu a a Q � m a�i U � o c - y c � n z � N � a LL i; � Insulation Location � �, ro � � O u: N m o ai rn �° — N � E E � c; �o O � :_ N _p :.. j ._ , r X ` 4 Other Please Describe Here ' r- ._ r �, �:. ��_ � � i � -. . . _ . . .._.____._�_.... .._.��. . N_. . .1� (] C�l � . ._ . . ._ ..._..._ . I �� } 1 I i � f� f ._ . _ .__ : . _..._ __ ..._" a . �I Foundation Wall ' , ,� � , , , ,�,, x ! ; 1 - ---�__ — --__ _._ _ : , 1 , ; oist(1st Floor) , ; s �+ � � i I .__.__. --_______ ____.- �� Rim J _ -- __ _.. .__. �7� � � , R2� � � � x� f a � ; ; ____�_______ , I -__ ..____��_ Wall ___ ' , _` __ ._ . ._ _ -__ R a + x �x� � � 1 __ . -------- 1 Ceiling,vaulted 1 �4G1 ,X ; _._ __________.___ . __ _ _ . , i , I , I I I .�__.� _ . , , ,� ��.� �� 1235 ' � , 4� , -- � - , --- ___ , . . . � � � ; _-_ _--_ ----_ ; ii Floors over unconditioned area � �3S � ' ��` � i I I I � � _.--_ , i �uildin en I , � -- __ _ _ _ :_. _ _:_i g velope air tightness: I I Duct system air tightness:l I �Windows 8 Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: X Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): , R-value � Make-up Air Se/ect a Type I Appliances Domestic Water � Heating System Cooling System Heater Not required per mech.code � ' �� S V� �S C����7�1� _ , Passive � .SM 11�{ 1 C�1 f� _ I. I Manufacturer I C/YZ L��'1 �Q. ��" Powered /� +� �I Interlocked with exhaust device. ,.,.,. ;���7��6(701/Z� 1�-0• ��IT� iC.ilA$�3N`I�'u i Describe: ______ , i Input in f Caparily in Output I � Oth@f,describe: Rating or Size IE3TUS: I'6Q1�j �c�.,uons � `1 S Iin rons: I '�'� i __ _. __ . 1 , � , i , � ,� ��� , _ �� ;Location of duct or system: - _.._______— _ .. . _ _ _ _ _ ---:..__ Heating Loss Heating Gain Cooling Load Residential Load Calculati 7 (�l, �t —7 _..�._... _______.,. _,___ � S� C. 7�I �3 v 3• 1 y 70wS Cfm's � "round duct OR "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech.code Se/ect Type Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: � Q High: Z Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duc r system: Balanced Ventilation capacity in cfms: /��� , ��►�►� Location of fan(s),describe: /�{C , M Cfm's Capacity continuous ventiiation rate in cfms: QO "round duct OR Total ventilation(intermittent+continuous)rate in ctms: pG "metal duct Builders Associaton of Minnesota version 101014 1 ' I , ��� � � �,�iN � �i, M&M Orono Model Home � HVAC Load Calculations for il � � i I I � � � I � ����� Rg�IDSN"f�AL �I H�IAG LOADs � Prepared By: ; � I Sunday, March 20, 2016 I� Rhvac is an ACCA approved Manual J and Manual D computer program. I Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. �� Rhvac�-Residential&Light Commercial HVAC Loads Elite Software Development,� �I West Metro Mechanical Inc. � M&M Orono Model Home', �', ' Norwood MN 55368 Paae 2; I ' ------------- --------- -- -- - — .. ; Pro'��ect Re�ort ----- ' � ; General Pro'ect Information ! Project Title: M&M Orono Model Home I Designed By: Andrew Franck I Project Date: Sunday, March 20, 2016 �Design Data Reference City: Minneapolis/St. Paul AP, Minnesota Building Orientation: Front door faces North � Daily Temperature Range: Medium I Latitude: 44 Degrees I i Elevation: 834 ft. j j Altitude Factor: 0.970 � Outdoor Outdoor Outdoor Indoor Indoor Grains ,� , D�-y Bulb Wet Bulb $eI Hum $el.Hum Qry Bulb Difference I 'I Winter: -11 -11.42 n/a n/a 70 n/a I Summer: 88 71 44% 50% 72 30 ', Check Fi ures � I Total Building Supply CFM: 1,639 CFM Per Square ft.: 0.296 I I, Square ft. of Room Area: 5,539 Square ft. Per Ton: 1,479 � Volume(ft3) of Cond. Space: 52,893 I � Building Loads I Total Heating Required Including Ventilation Air: 91,512 Btuh 91.512 MBH , ; Total Sensible Gain: 36,683 Btuh 82 % I � Total Latent Gain: 8,255 Btuh 18 % ; I Total Cooling Required Including Ventilation Air: 44,938 Btuh 3.74 Tons (Based On Sensible+ Latent) I Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. I� � Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at �I your design conditions. � � ; �---------------- -- --------- C:\...\M&M Orono Model Home.rh9 Sunday, March 20, 2016, 9:53 AM ,I Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. ,I � West Metro Mechanical Inc. � M8�M Orono Model Home ' ; Norwood,MN 55368 Page 3 , �- --------- - - - - - ; �, Miscellaneous Report _ — �', , System 1 Outdoor Outdoor Outdoor Indoor Indoor Grains � In ut Data D Bulb Wet_Bulb Rel.Hum Rel.Hum Dry Bulb Difference i Winter: -11 -11.42 79% n/a 70 n/a ; ; Summer: 88 71 44% 50% 72 29.99 ; i Duct Sizin In uts I �', Main Trunk Runouts ; �I Calculate: Yes Yes ', Use Schedule: Yes Yes I !, Roughness Factor: 0.00300 0.01000 � I Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. I I Minimum Velocity: 650 ft./min 450 ft./min � Maximum Velocity: 900 ft./min 750 ft./min I � Minimum Height: 0 in. 0 in. � Maximum Height: 0 in. 0 in. ; Outside Air Data �� �iII�t Summer ' Infiltration Specified: 0.280 AC/hr 0.150 AC/hr 237 CFM 127 CFM Infiltration Actual: 0.280 AC/hr 0.150 AC/hr Above Grade Volume: X 50,686 Cu.ft. X 50,686 Cu.ft. 14,192 Cu.ft./hr 7,603 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 237 CFM 127 CFM Total Building Ventilation: 250 CFM 250 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 17.08 = (1.10 X 0.970 X 16.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 19.79 = (0.68 X 0.970 X 29.99 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 86.45 = (1.10 X 0.970 X 81.00 Winter Temp. Difference) I Winter Infiltration Specified: 0.280 AC/hr(237 CFM), Construction: Average ' Summer Infiltration Specified: 0.150 AC/hr(127 CFM), Construction: Average C:\ ...\M&M Orono Model Home.rh9 Sunday, March 20, 2016, 9:53 AM Rhvac-Residential 8 Light Commercial HVAC Loads Elite Software Development,Inc. ' West Metro Mechanical Inc. � M8�M Orono Model Home ', I Norwood MN 55368 Page 4 � � L� oad Preview Report ---- ----- ----- - ---- -- . ---, , sys sys sys Net; ft.zf Sen� Lat; Net' Sen I ( Duct Scope I Toni /Ton Areai Gain' Gain Gain' Loss' CFM CFM CFM; Size ___... _..._.._._ ...__ _ ._. --- _ _ �._ _ Building 3.74 1,479 5,539 36,683 8,255 44,938 91,512 1,109 1,639 1,639 Svstem 1 3.74 1,479 5,539 36,683 8,255 44,938 91,512 1,109 1,639 1,639 14x19 Ventilation 1,708 4,947 6,655 8,645 Zone 1 5,539 34,976 3,308 38,284 82,867 1.109 1,639 1,639 14x19 1-2nd Storv Bonus Room,Bath,W.I.Closet 764 4,803 489 5,292 9,252 124 225 225 3--5 2-Master Bed,Bed 4,Closet 575 4,036 373 4,409 6,483 87 189 189 2--6 3-Bath,Bed 3,Bed 2,Laundrv,Bath 741 4,958 472 5,430 9,180 123 232 232 3--5 4-Main Level,Studv.Fover,Bath 442 4,253 438 4,691 8,381 112 199 199 2--6 5-Main Level.Pantrv,Entrv,W.I.Closet 282 786 188 974 3,413 46 37 37 1--4 6-Main Level,Dininq,Kitchen 437 2,836 149 2,985 6,038 81 133 133 2--5 7-Great Room 378 3,819 177 3,996 6,457 86 179 179 2--6 8-Sport Court 453 2,290 495 2,785 12,217 164 107 107 1--6 9-Basement,Exc.Room 274 1,392 82 1,474 3,391 45 65 65 1--5 10-Basement,Game Area,Wet Bar 441 2,700 139 2,839 6,988 94 127 127 2--5 11-Basement.FamilyArea 327 2,351 129 2,480 5,135 69 110 110 2--4 12-Basement.Bed.Mech.Stais/Hallwav 425 751 177 928 5,932 79 35 35 1--4 � - ---- --- -� C:\...\M&M Orono Model Home.rh9 Sunday, March 20, 2016, 9:53 AM ' - - - -- _ _ _ _ ,i_- , -- _- - Rhvac-Residential 8�Light Commercial HVAC Loads Elite Software Development,Inc� West Metro Mechanical Inc. � M&M Orono Model Home I Norwood MN 55368 Page 5 ' ' Duct Size Preview � 'I Room or �Source ' Minimum'± Maximumi Rough. Design SP Duct` Ducti Htg ! Clg ,� Act. Duct Duct Name Velocity Velocity Factor` U100 Loss Velocity, Length Flow Flow FIoW. $ize I Svstem 1 Supply Runouts Zone 1 1-2nd Story Bonus Room,Bath, guilt-In 450 750 0.01 0.1 550.1 124 225 225 3--5 W.I.Closet 2-Master Bed,Bed 4,Closet Built-In 450 750 0.01 0.1 481.6 87 189 189 2--6 3-Bath,Bed 3,Bed 2,Laundry, guilt-In 450 750 0.01 0.1 567.8 123 232 232 3--5 Bath 4-Main Level,Study,Foyer,Bath Built-In 450 750 0.01 0.1 507.4 112 199 199 2--6 � 5-Main Level,Pantry,Entry,W.I. guilt-In 450 750 0.01 0.1 421.8 46 37 37 1--4 Closet � 6-Main Level,Dininq, Kitchen Built-In 450 750 0.01 0.1 487.2 81 133 133 2--5 7-Great Room Built-In 450 750 0.01 0.1 455.6 86 179 179 2--6 8-Sport Court Built-In 450 750 0.01 0.1 546.4 164 107 107 1--6 9-Basement,Exc.Room Built-In 450 750 0.01 0.1 478.2 45 65 65 1--5 10-Basement,Game Area,Wet guilt-In 450 750 0.01 0.1 463.9 94 127 127 2--5 ' Bar 11-Basement,FamilvArea Built-In 450 750 0.01 0.1 631.2 69 110 110 2--4 12-Basement,Bed,Mech. guilt-In 450 750 0.01 0.1 403 79 35 35 1--4 Stais/Haliway Other Ducts in System 1 Supplv Main Trunk Built-In 650 900 0.003 0.1 887.1 1,109 1,639 14x19 SUmrr18ry _ _.__�. ___ _____,�___�-_ ---.._.__�__.____m_._._a._ _�__�__.s------_ __.______.. i Svstem 1 Heatin4 Flow: 1109 Coolinq Flow: 1639 C:\...\M&M Orono Model Home.rh9 Sunday, March 20, 2016, 9:53 AM , _, _ _--- - - - - _ _ _ _ _ - -- - - - , ! Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. I II West Metro Mechanical Inc. � M&M Orono Model Home � Nonvood MN 55368 _ _ _ _ Page 6 � i TotalBuildinq Summary Loads iComponent Area Sen Lat Sen Total � Description Quan Loss Gain Gain Gain j i 1 F-hw-o: Glazing-Triple pane, operable window, heat- 659.1 23,494 0 20,410 20,410 I � absorbing, wood frame, u-value 0.44, SHGC 0.3 �I 1 F-hw-o: Glazing-Triple pane, operable window, heat- 14.8 33 0 33 33 j absorbing, wood frame, in partition wall, u-value 0.44, SHGC 0.3 11D: Door-Wood- Solid Core 117 3,696 0 1,232 1,232 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 3981.6 20,963 0 4,219 4,219 cavity, no board insulation, siding finish, wood studs I 12F-Osw: Part-Frame, R-21 insulation in 2 x 6 stud cavity, 198.7 65 0 65 65 � no board insulation, siding finish, wood studs II 15B0-10sf-2: Wall-Basement, , R-10 board insulation to 1056 6,601 0 800 800 I'� I floor, no interior finish, 2'floor depth I I 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 2080 3,369 0 2,122 2,122 j I Floor(also use for Knee Walls and Partition I �i Ceilings), Vented Attic, No Radiant Barrier, Dark �I � Asphalt Shingles or Dark Metal, Tar and Gravel or I Membrane, R-50 insulation � II 21A-20: Floor-Basement, Concrete slab, any thickness, 2 1920.1 4,198 0 0 0 ; I or more feet below grade, no insulation below floor, � I __a_n�floor_cov_er shortest_side of floor slab is_20'wide_ __ ___ ___ _ .___._________ ______ i Subtotals for structure: 62,419 0 28,881 28,881 � j People: 4 800 920 1,720 � Equipment: 0 0 0 j Lighting: 0 0 0 I� Ductwork: 0 0 0 0 � Infiltration: Winter CFM: 237, Summer CFM: 127 20,448 2,508 2,164 4,672 i Ventilation: Winter CFM: 250, Summer CFM: 250 8,645 4,947 1,708 6,655 i Exhaust: Winter CFM: 250, Summer CFM: 250 j AED Excursion;_ _ _ __0 ____ 0 _ __3 011 ._ _ _ 3 011 I Total Building Load Totals: 91,512 8,255 36,683 44,938 Check Fi ures I Total Building Supply CFM: 1,639 CFM Per Square ft.: 0.296 Square ft. of Room Area: 5,539 Square ft. Per Ton: 1,479 Volume (ft3) of Cond. Space: 52,893 Building Loads I Total Heating Required Including Ventilation Air: 91,512 Btuh 91.512 MBH j Total Sensible Gain: 36,683 Btuh 82 % j Total Latent Gain: 8,255 Btuh 18 % I Total Cooling Required Including Ventilation Air: 44,938 Btuh 3.74 Tons(Based On Sensible + Latent) II Notes j Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. I All computed results are estimates as building use and weather may vary. i Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at ! your design conditions. ! i --- - --- - C:\ ...\M&M Orono Model Home.rh9 Sunday, March 20, 2016, 9:53 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. West Metro Mechanical Inc. � M&M Orono Model Home Norwood.MN 55368 Page 7 r _ — _ _ _ _ -- _. —. i Buildin.q Pie Chart . � 0 Roof 4%or � Ventilation 9% ;;;; :� �, . �. Infiltration 22% Wall 30% � Door 4% Glass 26% Roof 5% AED Excursion 7% Wall 11% Ventilation 15% .� i i' �� �Fi'� y�� o- I , Infiltration 10% People 4% Glass 45% Door 3% C:\...\M&M Orono Model Home.rh9 Sunday, March 20, 2016, 9:53 AM ., . _ -_ - - ___ _ _ -_ - _ _ _ _ _ _ � iRhvac-Residential 8�Light Commercial HVAC Loads Elite Software Development,Inc West Metro Mechanical Inc. � M&M Orono Model Home I I I Norwood.MN 55368 __ Page 8 i � _-- - . . _ _ _. _ - _ Detailed Room Loads - Room 1 - 2nd Story Bonus Room, Bath, W.1. Closet Avera.qe Load Procedure) General � Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 23.5 ft. System Number: 1 II Room Width: 32.5 ft. Zone Number: 1 Area: 763.8 sq.ft. Supply Air. 225 CFM I Ceiling Height: 8.1 ft. Supply Air Changes: 2.2 AC/hr I Volume: 6,173.4 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 28 CFM Runout Air: 75 CFM Percent of Supply.: 12 % j Runout Duct Size: 5 in. Actual Summer Vent.: 34 CFM IRunout Air Velocity: 550 ft./min. Percent of Supply: 15 % Runout Air Velocity: 550 ft./min. Actual Winter Infil.: 27 CFM I Actual Loss: 0.244 in.wg./100 ft. Actual Summer Infil.: 15 CFM ' � D cri�on _ _- _ Qu ntity_ - Val e ___HTM - Loss HTM Ga n Ga n I , W-Wall-12F-Osw 32.5 X 8.1 191.3 0.065 5.3 1,007 1.1 0 203 � S-Wall-12F-Osw 23.5 X 8.1 190 0.065 5.3 1,000 1.1 0 201 ' E-Wall-12F-Osw 22 X 8.1 177.8 0.065 5.3 936 1.1 0 188 I N-Wall-12F-Osw 4 X 8.1 32.3 0.065 5.3 170 1.1 0 34 W-Gls-1 F-hw-o shgc-0.3 0%S (2) 31.7 0.440 35.6 1,128 35.1 0 1,112 W-Gls-1 F-hw-o shgc-0.3 0%S 22.5 0.440 35.6 802 35.1 0 789 W-Gls-1 F-hw-o shgc-0.3 0%S 17.2 0.440 35.6 614 35.1 0 604 UP-Ceil-16B-50 23.5 X 32.5 __ _ _ 763.8 _0.020__ 1.6 _1 237 _ _1.0 _ _ __ 0 _ 779 I Subtotals for Structure: 6,894 0 3,910 'I Infil.: Win.: 27.3, Sum.: 14.6 663 3.558 2,358 0.377 289 250 I I AED Excursion: 413 I People: 200_lab�er 230 sen/per; _ __ __ 1 _ 200 230 � - _ _. _ - _ I Room Totals: 9,252 489 4,803 I � C:\...\M&M Orono Model Home.rh9 Sunday, March 20, 2016, 9:53 AM ' . _ _ -___ _ _ _ __ _ -- - _ __ _ R vah c-Residential&Light Commercial HVAC Loads Elite Software Development,Inc, West Metro Mechanical Inc. � M&M Orono Model Home '� I Norwood MN 55368 paae g ' _ -- - _ _ _ _ __ . ---__ - _ _ __ _ __ Detailed Room Loads - Room 2 - Master Bed, Bed 4, Closet (Average Load Procedure General Calculation Mode: Htg. & clg. Occurrences: 1 , Room Length: 19.5 ft. System Number: 1 Room Width: 29.5 ft. Zone Number: 1 Area: 575.3 sq.ft. Supply Air: 189 CFM Ceiling Height: 8.1 ft. Supply Air Changes: 2.4 AC/hr Volume: 4,649.7 cu.ft. Req. Vent. Clg: 0 CFM i Number of Registers: 2 Actual Winter Vent.: 20 CFM �, I Runout Air: 95 CFM Percent of Supply.: 10 % � Runout Duct Size: 6 in. Actual Summer Vent.: 29 CFM '; Runout Air Velocity: 482 ft./min. Percent of Supply: 15 % I Runout Air Velocity: 482 ft./min. Actual Winter Infil.: 16 CFM , Actual Loss: 0.145 in.wgJ100 ft. Actual Summer Infil.: 9 CFM , ' Item Area -U- Htg Sen Clg Lat Sen Descri tion ____ __ Quantity Value HTM Loss HTM Gain Gain � W-Wall-12F-Osw 29.5 X 8.1 170.8 0.065 5.3 899 1.1 0 181 , N -Wall-12F-Osw 19.5 X 8.1 157.6 0.065 5.3 830 1.1 0 167 � W-Gls-1 F-hw-o shgc-0.3 0%S (2) 23.3 0.440 35.6 832 35.1 0 818 ' W-Gls-1 F-hw-o shgc-0.3 0%S 14.8 0.440 35.6 527 35.1 0 519 ' W-Gls-1 F-hw-o shgc-0.3 0%S (2) 29.6 0.440 35.6 1,054 35.1 0 1,038 UP-Ceil-16B-50 19.5 X 29.5 575.2 _ 0.020 _ 1.6 932 1.0 0 587 j Subtotals for Structure: 5,074 0 3,310 Infil.: Win.: 16.3, Sum.: 8.7 396 3.557 1,409 0.376 173 149 AED Excursion: 347 People: 200 la�er, 230 sen/per:__ _ _ _ ._ 1_ __ ____ _ 200 230 Room Totals: 6,483 373 4,036 C:\...\M&M Orono Model Home.rh9 Sunday, March 20, 2016, 9:53 AM � _ - -- _ -- _ - ___ _ - - - - _- I Rhvac-Residentiat&Light Commerciai HVAC Loads Elite Software Development,Inc. j West Metro Mechanical Inc. � M&M Orono Model Home i �Norwood.MN 55368 Pa e 10 ----- _- _ _ _ � Detailed Room Loads - Room 3 - Bath, Bed 3, Bed 2, Laundry, Bath (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 39.0 ft. System Number: 1 Room Width: 19.0 ft. Zone Number: 1 �' Area: 741 A sq.ft. Supply Air: 232 CFM � Ceiling Height: 8.1 ft. Supply Air Changes: 2.3 AC/hr Volume: 5,989.5 cu.ft. Req. Vent. Clg: 0 CFM j Number of Registers: 3 Actual Winter Vent.: 28 CFM Runout Air: 77 CFM Percent of Supply.: 12 % Runout Duct Size: 5 in. Actual Summer Vent.: 35 CFM I Runout Air Velocity: 568 ft./min. Percent of Supply: 15 % Runout Air Velocity: 568 ft./min. Actual Winter Infil.: 26 CFM I Actual Loss: 0.259 in.wg./100 ft. Actual Summer Infil.: 14 CFM '� Item Area -U- Htg Sen Clg Lat Sen . I Descri tion Quantity Value HTM Loss HTM Gain Gain I ' N -Wall-12F-Osw 19 X 8.1 147.5 0.065 5.3 776 1.1 0 156 E-Wall-12F-Osw 39 X 8.1 239.5 0.065 5.3 1,261 1.1 0 254 I S-Wall-12F-Osw 19 X 8.1 153.6 0.065 5.3 809 1.1 0 163 N -Gis-1 F-hw-o shgc-0.3 100%S 6.1 0.440 35.6 218 12.8 0 78 'I E-Gls-1 F-hw-o shgc-0.3 0%S (4) 59.1 0.440 35.6 2,108 35.1 0 2,076 E-GIS-1 F-hw-O ShgC-0.3 0%S (2) 16.7 0.440 35.6 594 35.0 0 584 ' UP-Ceil-16B-60 39 X 19 __ _ _]41 0.020 _ _ 1.6 __ 1,200 __ _ 1.0 _ Q 756_ � Subtotals for Structure: 6,966 0 4,067 Infil.: Win.: 25.6, Sum.: 13.7 622 3.557 2,214 0.376 272 234 I AED Excursion: 427 People: 200 IaUper 230 seNper. 1 _ _ _ _ _ __ __ 200 230 Room Totals: 9,180 472 4,958 C:\...\M&M Orono Model Home.rh9 Sunday, March 20, 2016, 9:53 AM • . . .__- - - _ ____ ---. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Ina West Metro Mechanical Inc. � M&M Orono Model Home , N�rvv��� MN 5536E �a e 11 , - -- _ __ _ � Detailed Room Loads - Room 4 - Main Level, Study, Foyer, Bath (Average Load ' � Procedure� i ! General i Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 17.0 ft. System Number: 1 ' Room Width: 26.0 ft. Zone Number: 1 Area: 442.0 sq.ft. Supply Air: 199 CFM �� Ceiling Height: 9.1 ft. Supply Air Changes: 3.0 AC/hr Volume: 4,014.7 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 25 CFM Runout Air: 100 CFM Percent of Supply.: 13 % � Runout Duct Size: 6 in. Actual Summer Vent.: 30 CFM Runout Air Velocity: 507 ft./min. Percent of Supply: 15 % � Runout Air Velocity: 507 ft./min. Actual Winter Infil.: 22 CFM , Actual Loss: 0.161 in.wg./100 ft. Actual Summer Infil.: 12 CFM D cri tion _ Qu nU'ty Val e HTM L ss _ HTM Ga n Ga n i i� S -Wall-12F-Osw 17 X 9.1 154.4 0.065 5.3 813 1.1 0 164 ', E-Wall-12F-Osw 26 X 9.1 119.5 0.065 5.3 629 1.1 0 127 'I N -Wall-12F-Osw 17 X 9.1 147.1 0.065 5.3 774 1.1 0 156 ', ' E-Door-11 D 6 X 8 48 0.390 31.6 1,516 10.5 0 505 �' E-Gls-1 F-hw-o shgc-0.3 0%S 11.7 0.440 35.6 416 35.1 0 409 '', E -Gls-1F-hw-o shgc-0.3 0%S (3) 45 0.440 35.6 1,605 35.1 0 1,578 N -Gls-1 F-hw-o shgc-0.3 100%S 7.3 0.440 35.6 261 12.7 0 93 , E -Gls-1 F-hw-o shgc_0.3 0%S (2� __. 12 _ 0.440__ _ 35.6 428_ _ __35.0 ____ 0 420 Subtotals for Structure: 6,442 0 3,452 Infil.: Win.: 22.4, Sum.: 12.0 545 3.558 1,939 0.376 238 205 AED Excursion: 366 People: 200 lat/per 230 sen/per: _ __1 _____ __ ___ 200 230 Room Totals: 8,381 438 4,253 ' ___ _ _ __ - C:\...\M&M Orono Model Home.rh9 Sunday, March 20, 2016, 9:53 AM Rhvac-Residential 8 Light Commercial HVAC Loads Elite Software Development,Inc. �I West Metro Mechanical Inc. � M8�M Orono Model Home Nonv_ood MN 55368 Page 12 ' Detailed Room Loads - Room 5 - Main Level, Pantry, Enfry, W.1. Closet (Average Load_Procedure) __- _ --_ General I Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 23.5 ft. Zone Number: 1 Area: 282.0 sq.ft. Supply Air. 37 CFM , Ceiling Height: 9.1 ft. Supply Air Changes: 0.9 AC/hr Volume: 2,561.5 cu.ft. Req. Vent. Cig: 0 CFM Number of Registers: 1 Actual Winter Vent.: 10 CFM , I Runout Air: 37 CFM Percent of Supply.: 28 % Runout Duct Size: 4 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 422 ft./min. Percent of Supply: 15 % ', Runout Air Velocity: 422 ft./min. Actual Winter Infil.: 18 CFM ' Actual Loss: 0.198 in.wg./100 ft. Actual Summer Infil.: 10 CFM — --- -- — — -- — ---- --- Item Area -U- Htg Sen Clg Lat Sen '' Descri tion _ __ .___ Quantity Value __.___HTM__ ___ __Loss HTM Gain Gain W-Wall-12F-Osw 12 X 9.1 109 0.065 5.3 574 1.1 0 115 S-Part-5°/5°-12F-Osw 23.5 X 9.1 198.7 0.065 0.3 65 0.3 0 65 E-Wall-12F-Osw 12 X 9.1 85 0.065 5.3 448 1.1 0 90 E-Door-11 D 3 X 8 24 0.390 31.6 758 10.5 0 253 S-Gls-1 F-hw-o in partition 14.8 _ 0.440 _ 2.2 33 2.2 __ __ _0 33 , Subtotals for Structure: 1,878 0 556 ' Infil.: Win.: 17.8, Sum.: 9.5 431 3.558 1,535 0.375 188 162 � AED Excursion: 68 � Room Totals: 3,413 188 786 � _ __ — -- -- C:\...\M&M Orono Model Home.rh9 Sunday, March 20, 2016, 9:53 AM M&M Orono Model Home Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. I I West Metro Mechanical Inc. � ' Norwood MN 55368 Pa e 13 I -- - -- - - _ - - I Detailed Room Loads - Room 6 - Main Level, Dining, Kifchen (Average Load Procedure) ; General i Calculation Mode: Htg. &clg. Occurrences: 1 � Room Length: 13.5 ft. System Number: 1 IRoom Width: 32.3 ft. Zone Number: 1 Area: 436.5 sq.ft. Supply Air: 133 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2.0 AC/hr Volume: 3,964.9 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 18 CFM I Runout Air: 66 CFM Percent of Supply.: 14 % i j Runout Duct Size: 5 in. Actual Summer Vent.: 20 CFM ' Runout Air Velocity: 487 ftJmin. Percent of Supply: 15 % I Runout Air Velocity: 487 ft./min. Actual Winter Infil.: 14 CFM � Actual Loss: 0.192 in.wg./100 ft. Actual Summer Infil.: 8 CFM _-_ _ -_ ---- -- -- _ _--- � Item Area -U- Htg Sen Cig Lat Senl � Descri tion __ __ Quanti�__ Value HTM Loss HTM Gain Gain I ' S-Wall-12F-Osw 7.3 X 9.1 35.7 0.065 5.3 188 1.1 0 38 iW-Wall-12F-Osw 13.5 X 9.1 91.7 0.065 5.3 483 1.1 0 97 N -Wall-12F-Osw 11.3 X 9.1 64.9 0.065 5.3 342 1.1 0 69 E-Wall-12F-Osw 5.3 X 9.1 48.4 0.065 5.3 255 1.1 0 51 S-Gls-1F-hw-o shgc-0.3 0%S 30.9 0.440 35.6 1,102 20.7 0 640 W-Gls-1 F-hw-o shgc-0.3 0%S 30.9 0.440 35.6 1,102 35.1 0 1,085 � N -GIs-1F-hw-o shqc_0.3 100%S (2) __ _ 38 ___0.440 35.6 1_354 12_.7 0_ 484 I Subtotals for Structure: 4,826 0 2,464 I � Infil.: Win.: 14.0, Sum.: 7.5 341 3.558 1,212 0.376 149 128 � AED Excursion: _ 244 _ __- -- - - _ --- _ -- i Room Totals: 6,038 149 2,836 I - - - -- _ _-� C:\ ...\M&M Orono Model Home.rh9 Sunday, March 20, 2016, 9:53 AM ' . _ I Rhvac-Residential 8�Light Commercial HVAC Loads Elite Software Development,Inc. I ��, West Metro Mechanical Inc. � M&M Orono Model Home �I I Norwood.MN 5536E �a e 14 , �'� �etailed Room Loads - Room 7 - Greaf Room_�v_erage Load Procedure) , ' General Calculation Mode: Htg. &clg. Occurrences: 1 I Room Length: 21.0 ft. System Number: 1 ' Room Width: 18.0 ft. Zone Number. 1 ' Area: 378.0 sq.ft. Supply Air: 179 CFM ��, ; Ceiling Height: 9.9 ft. Supply Air Changes: 2.9 AC/hr I i Volume: 3,748.5 cu.ft. Req. Vent. Clg: 0 CFM ! Number of Registers: 2 Actual Winter Vent.: 19 CFM � Runout Air: 89 CFM Percent of Supply.: 11 % i Runout Duct Size: 6 in. Actual Summer Vent.: 27 CFM �, Runout Air Velocity: 456 ft./min. Percent of Supply: 15 % I, Runout Air Velocity: 456 ft./min. Actual Winter Infil.: 17 CFM I , Actual Loss: 0.130 in.wg./100 ft. Actual Summer Infil.: 9 CFM ' Item----- --- -- ---Area ------U- - --Htg ----Sen------��9---- Lat Senl: ', '�, Descri tion ___.Quantity______Value __ HTM Loss HTM____ Gain Gain � '� �I W-Wall-12F-Osw 18 X 9.9 97.8 0.065 5.3 515 1.1 0 104 '�I �I N -Wall-12F-Osw 21 X 9.9 194.4 0.065 5.3 1,023 1.1 0 206 E-Wall-12F-Osw 2 X 9.9 19.8 0.065 5.3 104 1.1 0 21 I, W-Gls-1F-hw-o shgc-0.3 0%S (2) 38 0.440 35.6 1,354 35.1 0 1,334 I ' W-Gis-1 F-hw-o shgc-0.3 0%S 28 0.440 35.6 998 35.1 0 982 I i W-Gls-1 F-hw-o shgc-0.3 0%S (2) 8.4 0.440 35.6 300 35.1 0 296 '� i W-Gls-1 F-hw-o shgc-0.3 0%S 6.2 0.440 35.6 222 35.0 0 218 ; N_-GIs-1F-hw-oshgc-0.3_100%S�_ _ 13.9 ____0.44_0_________35.6 _ ______494___ 12.7__________0___ ______176_ j ' Subtotals for Structure: 5,010 0 3,337 ! Infil.: Win.: 16.7, Sum.: 9.0 407 3.559 1,447 0.376 177 153 i ', AED Excursion:-------- - - ------ -------- ---------- - - - -- - ---- 329_ i ------ --- - '�, Room Totals: 6,457 177 3,819 i C:\...\M&M Orono Model Home.rh9 Sunday, March 20, 2016, 9:53 AM . -*- - -- - - ------ ------ - - ---- ------- -- ------ �--- __ ------ --- Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. '�, West Metro Mechanical Inc. � M&M Orono Model Home�� I ��I Norwood MN 55368 Page 15' I --- ----- � - - -- - --- ------ P - - 1_ ---- -�-- - -------�-- - � ��� 'Detailed Room Loads - Room 8_-S ort Court Avera e Load Procedure I General Calculation Mode: Htg. &clg. Occurrences: 1 I Room Length: 22.8 ft. System Number: 1 �� Room Width: 19.8 ft. Zone Number: 1 I Area: 452.9 sq.ft. Supply Air: 107 CFM Ceiling Height: 19.5 ft. Supply Air Changes: 0.7 AC/hr ; Volume: 8,830.8 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 37 CFM Runout Air: 107 CFM Percent of Supply.: 34 % Runout Duct Size: 6 in. Actual Summer Vent.: 16 CFM I� Runout Air Velocity: 546 ft./min. Percent of Supply: 15 % I� Runout Air Velocity: 546 ft./min. Actual Winter Infil.: 47 CFM ', Actual Loss: 0.187 in.wgJ100 ft. Actual Summer Infil.: 25 CFM - - ---__--- - -- - ------ -- - __ _-- ------- ---- --- _� � Item Area -U- Htg Sen Clg Lat Sen Descri�tion ___Quantity Value___ HTM Loss HTM Gain Gain W-Wall-12F-Osw 19.8 X 19.5 372.9 0.066 5.3 1,963 1.1 0 395 I � S-Wall-12F-Osw 6.8 X 16 109.3 0.065 5.3 576 1.1 0 116 � S-Wall-12F-Osw 16 X 10.5 168 0.065 5.3 885 1.1 0 178 S-Wal1-1560-10sf-2 6.8 X 3.5 23.9 0.061 5.7 136 0.4 0 11 ; S-Wal1-1560-10sf-2 16 X 9 144 0.061 6.3 912 0.8 0 116 i E-Wall-15B0-10sf-2 19.8 X 9 178.5 0.061 6.3 1,130 0.8 0 143 ! E-Wall-12F-Osw 19.8 X 10.5 208.2 0.065 5.3 1,096 1.1 0 221 W-Gls-1 F-hw-o shgc-0.3 0%S (2) 13.9 0.440 35.6 494 35.0 0 486 I ' FI_oor-21A-20 19.8 X 22._8_ -- --------------_452.8----_ --0_027___-----_2.2- -. -----990--_-_____0_Q--_--_- 0 0 �I I Subtotals for Structure: 8,182 0 1,666 , '�, Infil.: Win.: 46.7, Sum.: 25.0 1,134 3.558 4,035 0.376 495 427 I 'I AED_Excursion:----_ ------------ -- ------------ -- -------- - - - -- - -197 II - -- ---- - ' Room Totals: 12,217 495 2,290 �, '- -- C:\...\M&M Orono Model Home.rh9 Sunday, March 20, 2016, 9:53 AM ' — ---• - ------- _ -- ---— -- — -- --- ---- -------- Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc'� West Metro Mechanical Inc. � M&M Orono Model Home � !, � Norwood MN 55368 Page 16 i �� �"�Detailed Room Loads - Room 9 - Basement, Exc. Room (Average Load Procedure) 'I '; General � Calculation Mode: Htg. &clg. Occurrences: 1 I �I Room Length: 22.8 ft. System Number: 1 ', Room Width: 12.0 ft. Zone Number: 1 I Area: 274.0 sq.ft. Supply Air: 65 CFM �, Ceiling Height: 8.8 ft. Supply Air Changes: 1.6 AC/hr ', Volume: 2,420.3 cu.ft. Req. Vent. Clg: 0 CFM '� Number of Registers: 1 Actual Winter Vent.: 10 CFM I� Runout Air: 65 CFM Percent of Supply.: 16 % , Runout Duct Size: 5 in. Actual Summer Vent.: 10 CFM � Runout Air Velocity: 478 ft./min. Percent of Supply: 15 % Runout Air Velocity: 478 ft./min. Actual Winter Infil.: 8 CFM , I Actual Loss: 0.185 in.wg./100 ft. Actual Summer Infil.: 4 CFM I � ----- -------- ----__ ---- --__ ___---- --- ----- --------- � I Item Area -U- Htg Sen Cig Lat Sen ' ' �� I Description ________ _Quantity Value ____ HTM Loss _____HTM Gain Gain I ', ! W-Wall-12F-Osw 12 X 8.8 76.4 0.065 6.3 402 1.1 0 81 ; E-Wal1-1560-10sf-2 12 X 8.8 106 0.061 6.3 669 0.8 0 84 � W-Gls-1F-hw-o shgc-0.3 0%S (2) 29.6 0.440 35.6 1,054 35.1 0 1,036 �� , Floor-21A-20_12 X 22.8 ---274------0,027__---- 2.2-__--_- 599 ---__--_0.0 _---_-_0---- 0 ' ; Subtotals for Structure: 2,724 0 1,201 I Infil.: Win.: 7.7, Sum.: 4.1 188 3.555 667 0.378 82 71 j AED Excursio_n;.___________ --- ------------- � ——------------- Room Totals: 3,391 82 1,392 C:\...\M&M Orono Model Home.rh9 Sunday, March 20, 2016, 9:53 AM , l --..- ._- - --_____""__-___-_-- - -__.__- - - --____________. I Rhvac-Residential 8�Light Commercial HVAC Loads Elite Soflware Devefopment,Inc. I �, ���West Metro Mechanical Inc. � M&M Orono Model Home I �, ��Norwood�MN 55368 Page 17 '� ' Detailed Room Loads - Room 10 - Basement, Game Area, Wet Bar (Average Load �'�� Procedure) ____ � General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 31.5 ft. System Number: 1 Room Width: 14.0 ft. Zone Number: 1 Area: 441.0 sq.ft. Supply Air: 127 CFM I Ceiling Height: 8.8 ft. Supply Air Changes: 1.9 AC/hr Volume: 3,895.4 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 21 CFM Runout Air: 63 CFM Percent of Supply.: 17 % , Runout Duct Size: 5 in. Actual Summer Vent.: 19 CFM j Runout Air Velocity: 464 ft./min. Percent of Supply: 15 % � Runout Air Velocity: 464 ftJmin. Actual Winter Infil.: 13 CFM ' �, Actual Loss: 0.174 in.wg./100 ft. Actual Summer Infil.: 7 CFM I Descr�tion __ Qua__ntty____ Val e HTM__. oss ___ HTM Ga n Gain I�I E-Wal1-1560-10sf-2 4.3 X 8.8 38.3 0.061 6.3 242 0.8 0 30 • S-Wall-12F-Osw 7.3 X 8.8 64.8 0.065 5.3 341 1.1 0 69 ; W-Wall-12F-Osw 14 X 8.8 86.2 0.065 5.3 454 1.1 0 91 � N -Wall-12F-Osw 11.3 X 8.8 28.6 0.065 5.3 151 1.1 0 30 I N -Door-11D 6 X 7.5 45 0.390 31.6 1,422 10.5 0 474 '� W-Gls-1F-hw-o shgc-0.3 0%S (3) 37.5 0.440 35.6 1,338 35.1 0 1,317 N -Gls-1 F-hw-o shgc-0.3 100%S 26.5 0.440 35.6 945 12.7 0 337 Floor-21A-20 14 X 31.5 441 0.027 2.2 964 0.0 0 0 Subtotals for Structure: 5,857 0 2,348 Infil.: Win.: 13.1, Sum.: 7.0 318 3.557 1,131 0.377 139 120 AED Excursion: 232 Room Totals: 6,988 139 2,700 � --------- ----------- ---- C:\ ...\M&M Orono Model Home.rh9 Sunday, March 20, 2016, 9:53 AM " w �_._._-------� ------� ------ - - ----- --- -- ---- - - ------ � Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc,i � � West Metro Mechanical Inc. � M&M Orono Model Home i Norwood MN 55368 ___ _____ Paae 18�i - - -------- --- ------------- ------------------- -- - ---- � ;� Detailed Room Loads - Room 11 - Basement, Family Area (Average Load ; ; Procedur� _______ ___ ____ General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.7 ft. System Number: 1 I Room Width: 15.8 ft. Zone Number: 1 Area: 327.2 sq.ft. Supply Air: 110 CFM Ceiling Height: 8.8 ft. Supply Air Changes: 2.3 AC/hr � Volume: 2,890.3 cu.ft. Req. Vent. Clg: 0 CFM �, Number of Registers: 2 Actual Winter Vent.: 15 CFM ', Runout Air. 55 CFM Percent of Supply.: 14 % ', Runout Duct Size: 4 in. Actual Summer Vent.: 17 CFM '� Runout Air Velocity: 631 ft./min. Percent of Supply: 15 % � Runout Air Velocity: 631 ft./min. Actual Winter Infil.: 12 CFM � Actual Loss: 0.438 in.wgJ100 ft. Actual Summer Infil.: 7 CFM � '� Item Area -U- Htg Sen Cig Lat Sen I �� Description _____Quantity Value HTM Loss HTM Gain Gain I ��i W-Wall-12F-Osw 15.8 X 8.8 89.2 0.065 5.3 470 1.1 0 94 � �� N -Wall-12F-Osw 20.7 X 5.6 115.4 0.065 5.3 607 1.1 0 122 ! ' N -Wal1-1560-10sf-2 20.7 X 4 82.7 0.061 5.8 482 0.5 0 43 i ; W-Gls-1 F-hw-o shgc-0.3 0%S (2) 26.7 0.440 35.6 950 35.1 0 936 ', I W-Gls-1 F-hw-o shgc-0.3 0%S 24 0.440 35.6 855 35.1 0 842 ', �i Floor21A-20_15.8X2_07 --- 327.2_ ---- 0.027 - --- 2.2__ _ - - --716------0.0_-_ -_-_--0 -------0_ ' ', Subtotals for Structure: 4,080 0 2,037 Infil.: Win.: 12.2, Sum.: 6.5 297 3.557 1,055 0.378 129 112 AED Excursion;______ 202_ �, Room Totals: 5,135 129 2,351 C:\ ...\M&M Orono Model Home.rh9 Sunday, March 20, 2016, 9:53 AM ' w I Rhvac-Residential 8 Light Commercial HVAC Loads Etite Software Development,Inc.I '� West Metro Mechanical Inc. � M&M Orono Model Home, Norwood MN 55368 ___ __ Page 19� - - ---------- - Detailed Room Loads - Room 12 - Basement, Bed, Mech. Stais/Hallway (Average , Load Procedure) ___ ____ ; i General i � Calculation Mode: Htg. &clg. Occurrences: 1 ; Room Length: 25.0 ft. System Number: 1 � Room Width: 17.0 ft. Zone Number: 1 � � Area: 425.0 sq.ft. Supply Air: 35 CFM ; �i Ceiling Height: 8.8 ft. Supply Air Changes: 0.6 AC/hr i Volume: 3,754.0 cu.ft. Req. Vent. Clg: 0 CFM � Number of Registers: 1 Actual Winter Vent.: 18 CFM �I ' Runout Air: 35 CFM Percent of Supply.: 51 % I Runout Duct Size: 4 in. Actual Summer Vent.: 5 CFM I Runout Air Velocity: 403 ft./min. Percent of Supply: 15 % � Runout Air Velocity: 403 ft./min. Actual Winter Infil.: 17 CFM Actual Loss: 0.181 in.wg./100 ft. Actual Summer Infil.: 9 CFM _--- ___-- - -- ----- -- ----------- --- - - -, i Item Area -U- Htg Sen Clg Lat Sen � � �I Description Quantitv Value HTM Loss HTM Gain Gain i � i N -Wal1-1560-10sf-2 7.9 X 3.5 27.7 0.061 5.7 158 0.4 0 12 i N -Wall-15B0-10sf-2 9.5 X 8.8 83.9 0.061 6.3 530 0.8 0 67 !, E-Wall-15B0-10sf-2 25 X 8.8 220.8 0.061 6.3 1,394 0.8 0 175 S-Wal1-1560-10sf-2 17 X 8.8 150.2 0.061 6.3 948 0.8 0 119 � N -Wall-12F-Osw 7.9 X 5.6 34.5 0.065 5.3 182 1.1 0 37 ; N -Gls-1 F-hw-o shgc-0.3 100%S 9.7 0.440 35.6 345 12.7 0 123 i � Floor-21A-20 17 X 25 __ _ _______ 425___ Q027_____2.2 _ _ 929 0.0 0 0 � Subtotals for Structure: 4,486 0 533 i � Infil.: Win.: 16.7, Sum.: 9.0 406 3.558 1,446 0.376 177 153 � ; AE_D_Excursion_ ______ __ _ _ _g5 � - ---- - -- ---- ------ -_ _______-__--- ---- � Room Totals: 5,932 177 751 ; , C:\...\M&M Orono Model Home.rh9 Sunday, March 20, 2016, 9:53 AM ' � r ' h I -'� -.- ..-. - _. -._-._. - -. -. _ _ . . _-. _. _._. _..-- . . . -_- -_-.- _ . _.- - .-'--, Rhvac-Residential 8 Light Commercial HVAC Loads Elite Software Development,Inc. I I West�chanical Inc. � M8�M Orono Model Home, � � Norwood MN 55368 _ ___ Page 20 I I i �- - - - - - - - - - - - - - - ---. ---- - - - - - - _ - __. - _. - _ _ _ _, i � System 1_Room Load Summary_ _ _ _ _ _ i _ _ _ -- - - -- - - - - - - - - - - - - - Room Area Sens Htg Duct D ct S nls Lag Cig Sy � No Name ___SF _ _ Btuh ._CFM Size Vel Btuh _ Btuh _ _CFM CFM i j ---Zone 1--- I 1 2nd Story Bonus 764 9,252 124 3-5 550 4,803 489 225 225 I Room, Bath, W.I. I Closet I i 2 Master Bed, Bed 575 6,483 87 2-6 482 4,036 373 189 189 I 4, Closet 3 Bath, Bed 3, Bed 741 9,180 123 3-5 568 4,958 472 232 232 I 2, Laundry, Bath 4 Main Level, Study, 442 8,381 112 2-6 507 4,253 438 199 199 Foyer, Bath 5 Main Level, 282 3,413 46 1-4 422 786 188 37 37 Pantry, Entry, W.I. Closet II 6 Main Level, 437 6,038 81 2-5 487 2,836 149 133 133 II Dining, Kitchen 7 Great Room 378 6,457 86 2-6 456 3,819 177 179 179 � 8 Sport Court 453 12,217 164 1-6 546 2,290 495 107 107 9 Basement, Exc. 274 3,391 45 1-5 478 1,392 82 65 65 ; Room i 10 Basement, Game 441 6,988 94 2-5 464 2,700 139 127 127 I Area, Wet Bar i 11 Basement, Family 327 5,135 69 2-4 631 2,351 129 110 110 � Area ! 12 Basement, Bed, 425 5,932 79 1-4 403 751 177 35 35 � Mech. II ___._Stais/Hallwa� � II __ _ Ventilation 8 645 _ - - _ - _ -- 1,708 .__-4,947 _ _ _ _ j j _ _ Svstem 1 total __ _ 5 539 91,512 1,109 36,683 8 255 1,639 1,639 � I System 1 Main Trunk Size: 14x19 in. Velocity: 887 ft./min Loss per 100 ft.: 0.093 in.wg Cooling System Summary � i Cooling Sensible/Latent Sensible Latent Total I i Tons _Split Btuh Btuh Btuh � Net Required: 3.74 82%/ 18% 36,683 8,255 44,938 II Equipment Data Heatinq System �oolinq System Type: Natural Gas Furnace Standard Air Conditioner 'I Model: I I Indoor Model: ' � Brand: ' I Efficiency: 0 AFUE 0 SEER ' � Sound: 0 0 � Capacity: 0 Btuh 0 Btuh � Sensible Capacity: n/a 0 Btuh � Latent Capacity: n/a 0 Btuh ---- ---- ----- -- C:\ ...\M&M Orono Model Home.rh9 Sunday, March 20, 2016, 9:53 AM � ' � C�RTIFICATE OF SURVEY for: M&M Home Contractors i � � N � � �� � � I � 1 _ � p M N , � \`'s °°I \ DESCRIBED AS: Lot 1, Block 1, CHIPPEWA SECOND ADDITION, Hennepin County, � I � \ _ � � �9s � � I � ADDRESS: 4220 Chippewa Lane, Orono, MN � � �� � 9ss.� 289.55 S89°59'25"W � 945.5 NOTE: THIS SURVEY REPRESENTS PROPOSED CONDITIONS � I � ,o / � i �9sq � I � � � \ � �Z I �956- \ \ PROPOSED ELEVATIONS \ . � /95A ���� � \ \94s Garage Floor at drive = 975.0 I 1 _ j�C/�.\\ ���� ��\ 8 � \ \ \9,� � � Top of Foundation = 975.4 (Location identified on house detail) ��' � i � g5 �" -' � � \ Top of First Floor = 977.1 I \ CHAINL�t�f' �iQ ��f�g�� �\ / \ � � Lowest Floor (main) = 966.7 (all basement areas except family area) FENCE. �� p� �'pRIMARY SEP� � �960-� \ � � � Lowest Floor (family area)= 966.2 (identified on house detail) � \ ��� �Q,�P� ,^\ �B2 ,�f�/ � \ ��\ \ �y9s�� � '� � � � � � -962- -� �_ � S,2 / \ ,' Q,�'/064 � � �' � / \ � � \ \ � BENCHMARK BASEMENT COMPUTATION D \ � - \\j;�y6Q�s'�/ \ j,\j� /� .�/ i964-" - � � \ ��\\ \ \ Top of HUB as shown. Per an email from Christine Mattson doted 4/25/16, 507 of the ,/�., ����� / � � � i � � �\ 9s6 foundation perimeter must be below elevation 971.1. The / , "� � \y � \ � \ \ AREAS&HARDCOVER intersection of the 971.1 contour and the foundation is shown. ( -��� W c,� � � � � 66� � N\ iOs Based on the computations below, the lower level is classified as a - � Lot Areo = 1.99 acres basement. � / o� � / i / � � \ \ � \ \ \ \ � s � \ \ \ � / /� ti� / � / �1 \9g \ \�rn This property is in the exempt \ Stormwoter Quality Overlay District Tier Totol foundation perimeter excluding gorage = 215.1 feet ;, ' ' M � / a� / �� �� � �o so the Hardcover Calculation Worksheet Foundation perimeter above elevation 971.1 = 93.4 feet = 43.4% / \ ° / � �°� i � , -� \ �, \ \ \ \ \ has not been com leted. Below is the Foundation perimiter below elevation 971.1 = 121.7 feet = 56.6% � � � °j / � rn P � i ( � O � � � existing and proposed hardcover. ' /� ��`1��` l " \ �� � � / / PROPOSED � � o, � \ � \ \ \ Existin Hardcover Areas l V 1 �'�' � / � �o / HOUSE � � � o \ � House& Garage = 2002 sq. ft. � � � � N � / / _(SEE DETAIL) �_ } a � \ \ \ \ Screen proch = 155 sq. ft. / ? \ O - � � �1 I Drive = 3220 sq. ft. Ob�( ^ / � / 97 1 i � 1 1 1 � Rear concrete = 115 sq. ft. .,-��- � !] ,��,1 � � jn�� '��---�- '�mo p � � GA�AGE �� 1 East concrete = 293 sq. ft. I � �.��. �"�f �Y � \ M � � / � � F� I � ' Total = 5785 sq. ft. = 6.7� f � I ` � �' v � ' 0 50 \ �`- �--175.�-------�-- - - � .r 9� � I , � � ` � -------- -------- I Proposed Hardcover Areas � I ��( � I n House = 1995 sq. ft. �� I Scale in Feet ' � J � � � / o �2/ � I Garage = 949 sq. ft. �/� � J� / � � . J 1 / '9 I ' I Front porch = 129 sq. ft. � � � I I Screen orch = 196 s ft. � / � I Drive =P2169 sq. ft 9 � � � ( 3" PIN�AK /1 i ��e�'�/ I I I I Wolk = 74 sq. ft. � � / � / -. � 3" AUNMN l / I I I Rear patio = 192 Sq. rt. PROPOSED HOUSE DETAIL 96�, � --� � � B�ZE APL� Rear deck landing = 16 sq. ft. � / i �' � / I / ' Retaining wall = 12 sq. ft. 4X4 STAIR \ � � / � 1 / I Total = 5732 s ft. = 6.6% / � � °' � 9� � ` n�� q' LANDING_ _ � �964- � � I i � ��,� / / / ��� / / / / � � � � � o / / / SCREEN DECK 968.7 BOPCOF HUB � �966�_ � � � \` i �� � ��'^� � /��p� / / I �PORCH 16.00 _. _. � � � 966.1 W 14.00 i PAT10 66.1 ELEV. 970.91 - -9 / � m � / / / / 15 00 969.2 �.+ • 45 00 _ 68 / / � o SOURCEOFTOPOGRAPHY �---=--- -----� -'----. --t5.00-0 � \ -� ---- � 289.83 N89°'rJ8'35��E �� � -s�o� ���/�/ TOP �F HUB 32.00 969.5 0 The source of topography with property limits bosed on is.0o - 9�p� � field survey. Some existing contours outside of the ELEV. 968.38 PROPOSED FAMILYo,`� N - -g72 � � _ _ �g�p� ��`L' � / /''M'/ � property limits from pubiic LIDAR information. HOUSE (WO) � AREA � ' �o � -�72.� - - � / / �h� //�� FE9966.7 LfE 966.2 Z �^^�o, - 97 .4 j/ i - - - �-� IN '�0� y HIPPEWA LANE 9�o+z ��� �,���� � ,�j /���/ � `�' -s By, 9� � RETAINING WALL / LEGEND � � �c `� rn � --- / / / /��°jy�/e`'���6� � I �T . 971.1 CONTOUR OCCURS � � �gj ( / � / / / / / / //°' /b/ XXX.X Denotes Proposed Elevation GARAGE �v '�� INING WALL FACE \9 ?� // / a°` XXX.X Denotes Existing Elevation FFE 974,0 � Z6•83 ?o s'>� �s � � � , � � 1 � i � � /„ / , , i , , ---� Denotes Surface Drainage �, ,�, o O Denotes Offset Hub or S ike �'� 0 13.00� PORCH i t5.o0°EX' REVISED 4/23/16 CITY COMMENTS P t5.00 oi 22.t7 0 --1-------0 --- Denotes Drain. and Utility Ease. ------ ----- � 74� REVISED 4/26/16 ADDED LANDSCAPING;971.1 CONTOUR • Denotes Monument Found TOP 0 HUB 975•� � TOP OF HUB ELEV. 68.63 ELEV. 971.79 CERTIFICATION q SISU LAND SURVEYING O Denotes Monument Set �/ �j� 10775 Poppitz Lane --980-- Denotes Existin Contour I hereby certify that this plon, specification, or report was prepored by �- � Chdska, MN 55318 9 me or under my direct supervision and that I am a duly Licensed Land �' �� 984 Denotes Proposed Contour oI Surve r Lnder the laws of the State of Minnesota. � 612-418-6828 -MS- Denotes Silt Fence, Type Machine Sliced a1 � �} Denotes Existin g Tree � 0 30 ��� � l Z ; _ �-�- <«�.�� �oB r,o.: 1603 � D e n o t e s P r o p o s e d T r e e Sca le in Fee t Cur tiss J. Ka l lio, Lic. No. 2 6 9 0 9 D a t F � � I CERTIFICATE OF SURVEY for: M&M Home Contractors i �� � N ` � � � _ �0 0 C Y DESCRIBEDAS: Lot 1, Block 1, CHIPPEWA SECOND ADDITION, Hennepin County, MN. I � � � � � so I � � ADDRESS: 4220 Chippewa Lane, Orono, MN I � � � - � 9s� I � � City of Orono � 955.2 289.55 S89°59'25"W � 945.5 fVOTE: THIS SURVEY REPRESENTS PROPOSED CONDITI��ping&Zoning Pian Revi�w ( \ ,o � , �9s4 � ' � �_ � '� � ' � \ Site Plan Review Date: '? ' 956- PR OPOSED ELEVATIONS \ 95�` 'i� / � � � \ \ \ �94\ Gara e Floor at drive = 975.0 I �,.j��� .�����` 9 6 PROVED � Top of Foundation = 975.4 (Location identified on house detail) ' �f2EM0uE-,� G `� ��-g� � � � e� \ Top ot F(rst Floor = s77.t �APPROVED ITH F;EVISIG�S(�86110�eS) �CHAINL��� �� � �s� �g� \ /95$- � \ \ � \ Lowest Floor (main) = 966.7 (all basement areas except family area) ❑DENI�D \ FENCE. �`' p� �'pRIMARY SEPTIC� �� .�960-` CH� � � � Lowest Floor (family area)= 966.2 (identified on house detail) \ ,'� ���P/ �,�� O 62 �f'/ '� �MQ�,�N�f� \ � 9SQ \ St�. �\� Q,�'/O B4,�� \�\\ ���/ � / -962- - � \ \\ 9`p� � \ � %, \9� � BENCHMARK CITY OF �RONO \ \X9y0B'6/' ��//, j �� �964- - _ \ � ��\� � � � � � s Top of HUB as shown. `� � � 6 � � � SITE PLAN o� GRADING P�r4N o 50 � � � 9 � � � � � AREAS&HARDCOVER �t3.APPROVED Scale in Feet �9se W /A`'� / � // � / / \66� \ N\ a°s� Lot Area - 1.99 aores ❑ APPROVED WITH REVISIONS � � � /�,�° � � � / � � � \ M\ ��� \ \ \ This property is in the exempt ❑ DISAPPROVED � � �ry� � i � 9s8 �\ \ �'o � \ Stormwater Quality Overlay District Tier o � � � / �i � I } �� � \ so the Hardcover Palculation Worksheet BY \ � / / � �� / i � � I a � \ \ \ \ \ has not been com leted. Below is the a existing and proposed hardcover. DATE 3 M�}-( C(D � � � � / / / PROPOSED � � � o,�j \ � \ \ \ � Existing Hardcover Areas � / �o HOUSE � ` \ House & Garage = 2002 sq. ft. � N � / / (SEE DETAIL) �_ � 1 Screen proch = 155 sq. ft. O � - � � / - --� } a o ��j p \ 1 Drive = 3220 sq. ft. p / � / � I 9�0 �`�, ' 1 1 ' � Rear concrete = 115 sq. ft. \i°s p GAR GE East concrete = 293 sq. ft. ° � � Total = 5785 sq. ft. = 6.7% BASEMENT COMPUTATION � M � � � � �' � F,� I � ' � /- 175.7---------- ---�- - {�C' I The intersection of the existing 971.1 contour and the proposed -------- � �. y � Proposed Hardcover Areas foundation is shown. / � � � ' \ o^, � I I House = 1995 sq. ft. � _ / � � / � / ,� � I I Garage = 949 sq. ft. � � �a�'*y 1 Q 974 �9�2 � I I Front porch = 129 sq. ft. Total foundation perimeter (including porch & excluding garage) = 241.6 feet \ / / { • � l � I � Screen porch = 196 sq. ft. Foundation perimeter exposed below existing 971.1 contour = 99.1 feet = 41.0% ti�,,..rf i Drive = 2169 sq. ft. Foundation perimeter exposed above existing 971.1 contour = 142.5 feet = 59.0% / � 3" PIN,�AK / � 9�k-� � � � Walk = 74 sq. ft. \ � / / � / 0 / 3" AU�MN I l ' J ! Rear atio = 192 s ft. � 1 � / I � 1 Rear deck landing 9�,s sq. fc. PROPOSED HOUSE DETAIL � 96z, � -� � BLAZE APL� ' Retaining wall = 12 sq. ft. 4X4 STAIR \ / / l / � � 9 � ' / / / / Total = 5732 sq. ft. = 6.6% LANDING_ _ � �96a- f q � j i J� ( �,9�A/ / / /�/ / / / � � DECK I BENCHMARK � / / `\ i =� ,�ti/ / / /��/ / / SCREEN 9B8,7 TOP OF HUB �9ss� � � � � � i°' �' / / 966.1 �PORCH �t 4.00, PATIO 66.1 ELEV. 970.91 _ - - -� � � � � / � �ti 15 00 969.2 w � 45.00 EXISTING 971.1 -968 / \ � / � � / / / SOURCE OF TOPOGRAPHY 0---=--- -----� ------• --i5.00-0 CONTOUR � � � �� � TOP OF HUB 968.4 32.00 969.5 0 _ � _ � - - - 289,83 N89°58 35 E v � � / / /�//// The source of topogrophy with property limits based on 16.0o g 9� �' -970 field survey. Some existing contours outside of the ELEV. 968.38 PROPOSED �7.� __ �� _ � �c,� /,,�/ property limits from public LIDAR information. HOUSE (WO) I FAMILY I^'- p � �972� �'r- - - -- _ _ _ -�970�- �v} / '� /// TF 975.4 AREA D ^�•� � - -�72.5__ _ 9 .4 / / /o,h� //� LFE 966.7 LFE 966.2 I? ��`a ,fl / / � �- - - - �-J N �03 � � HIPPEWA LAN E 9,0 2 REC�IVED ��� �,���/ � ,�`'� ����� � -+ 6 9 m RETAININ� WALL I / � � LEGEND EXISTING 971.1�'� � Jo �1'9�3 � � � / / / �yo%yo��6/ / O P CONTOUR � GARAGE I � 0 9,� \ 9� \ \9�� I APR ?9 ?_016 � / / / //�/�j �//°'�/ / XXX.X Denotes Pro osed Elevation , '.P Z 9j � 2 XXX.X Denotes Existing Elevation FFE 974.0 26.83 •o s � � --►- Denotes Surface Drainage I o PORCH � � \ REVISED 4/23/16 CITY COMIVIENTS I C��(OF ORONO � 1 � �/ / � i , /� . / /�bry O Denotes Offset Hub or S ike � ��� 0 13.00 0 � o EX. WELL REVISED 4/26/16 ADDED LANDSCAPING;971.1 CONTOUR P� t5.00 � 22.t7 0 --1--15.00 _ --- Denotes Drain. and Utility Ease. o------ ------ � 74� � REVISED 4/28/16 BASEMENT COMPUTATION • Denotes Monument Found TOP OF HUB I 975.0 �� TOP OF HU8 O Denotes Monument Set ELEV. 968.63 �NP ELEV. 971.79 CERTIFICATION A SISU LAND SURVEYING --980-- Denotes Existing Contour I I hereby certify that this plan, specffication, or report was prepared by r �/\ 10775 Poppitz LBne 984 Denotes Pro osed Contour me or under my direct supervision and that I am a duly Licensed Land �J � Chaska, MN 55318 � P o J Surve under the laws of the State of Minnesota. �' �� 612-418-6828 -MS - Denotes Silt Fence, Type Machine Sliced .rj �} Denotes Existing Tree � 0 30 • � � Denotes Proposed Tree ' Scale in Feet I Curtiss J. Kallio, Lic. No. 26909 Date � �oe No.: 1603 1.1.0 Gh�ppl�rNa ; z.ab-oo2.�a -n►cw t�a�w �'�- � �� �C� DATE TIME CITY OF ORONO CALLED IN �Z' -��2 INSPECTION N TICE SCHEDULED _ -[�-l lo �=D�C� PERMIT NO. "' � cornP��Eo ADDRESS � �� �'� OWNER T LEPHONE NO���'ss�1 �� CONTRACTOR rn `'`"`� ,� L�m`��L�`�� � DESCRIPTION � � ' `�'�� ly� ❑ FOOTING ❑ DEMO-FIN L ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNERICONTRACTOR TO MEET YOU:_YES_NO v�i COMMENTS: - a ��� j � o `� � 0 � W � Q � 2 W � W � J d W WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE � RECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR W{LL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 h rs in adva 2) 249-46�� . � OwnerlContractor on site: Inspector. , � White Copyllnspector's Ffle Canary CopylSite Notice B � (� TE TIME CITY OF ORONO CALLED IN S � �� ' INSPECTION OTICE ���CHEDULED �L_—_�_�—� __��As'��..(� �ERMIT NO. COM�LEfED ADDRESS 7 �zd �/,.LC�Lv OWNER TELEPHONE NO.��v��J.S�'/7cSS� CONTRACTOR � � DESCRIPTION � "`�"`�"`� � ❑ FOOTING ❑ DEMO-FINAL �� ❑ SEPTIC FINAL Q�POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: � � _�(� � f3�y� � � O i , � 6<�✓ N�ir ��wJ�� �Q��"��lv�i O � W Q D� �- ,(✓�u� � a W � W � J ��WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECOND�TIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (g52) 249-46�� OwnerfContractor on site: Inspector. White Copyllnsp tor's File Canary CopylSite Notice J DATE TI CITY OF ORONO CALLED IN INSPECTIO_ N TICE �" SCHEDULED �� \ �� PERMIT N �-� COMPLETED ADDRESS ��-CZ 0 � �y�� ��� OWNER TELEPHONE NO.��� �d C� I CONTRACTOR ���� }-�►'Y� �c?��'�� � DESCRIPTION��.�- �J� `� ��-�1 � lL ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP �4 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERfCONTRACTOR TO MEET YOU:_YES_NO c�.� COMMENTS: � W a � J O ). � O � W � Q � 2 W � W � j d W� RKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE ❑ RRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 ho rs in advance. 49-46QQ OwnerlContractor on site: Inspector: White Copyflnspector's File Canary CopylS te Notice � � � �_ y - DATE TIME i CITY OF ORONO CALLED IN � INSPECTION NOTICE SCHEDULED PERMIT NO. Z(�/ti-�cS�9 COMPLETED ADDRESS �� � O �,�� ��„�dP e �-� OWNER TELEPHONE NO. �/�a�D`�S.�� CONTRACTOR � � � � � DESCRIPTION �"'� r ��PC /� `C�7�%/1��� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ��i]/�EPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOII�YES_NO /` y COMMENTS: � Wa � � � � O . �. �--.. � ' � r J o �.;r , y. ,�,,, W � Q � 2 W � W � J d W RKSATISFACTORY:PROCEED ❑PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. ' Cal1 for the next inspection 24 hours in advance. (952�`�49-4600 " OwnerfContractor on site: 1�" � ` � Inspector. , i ; White Copyllnspector's File ,� Canary CopylSlte Notice � ✓ � � ��� DATE TIME CITY OF ORONO CALLED IN INSPECTION N TICE SCHEDULED � PERMIT NO. '� / COMPLETED -�� � ADDRESS �=� C -� ;� C OWNER TELEPHONE NO. " � CONTRACTOR .,��✓/I$���/� J � DESCRIPTION � '� � ll1 ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ TIC INSTALL � Z OWNER/CONTRACTOR TO MEET YOU:�YES_NO � ��., COMMENTS: `-�� �� - � / W • � J � O ). � O ' ^ � W � Q 2 � W � W � J d W� ❑ SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE W RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑ RECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 ho rs in advance. (g5 249-46�0 , OwnerlContractor on site: Inspector_ .. White Copyllnspector's Ffle Canary CopylSfte Notiee � � `� � 3 DATE TIME CITY OF ORONO �j�c� CALLED IN �-�5 -� � INSPECTION N TIC SCHEDULED 7-�7-� .(o c3-' .� PERMIT NO. �� COMPLETED ADDRESS a�� OWNER T LEPHONE NO. "I�S����.�7 CONTRACTOR °� ��l�L� � DESCRIPTION G�'���'�/K- l� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING � ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � �:le1SULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q�b FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL � OWNERICONTRACTOR TO MEET YOU:_YES_NO ��., COMMENTS: � ` � � �✓4��.�c� �o,�v�c�<o��,r6�e�vP.l� � j �. O � _ � /!�l$� • � �/. �j. 0 � Q �/�l�S� v' �- �/� C��(/�T� � � T-• 2 � 5� �K � Gpir�c� v' �l� � CUv�`� � a W� ❑WORK SFACTORY:PROCEED ❑ PROJECT COMPLETE W RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WFLL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwnedContractor on site: Inspector. r--� W ' Copyllnspector's File Cenary CopylSfte Notice 1�-- � ��- �l� Zi��- �� DATE TIME CITY OF ORONO CALLED IN � INSPECTION I SCHEDULED � PERMIT NO. � COMPLEfED .� ADDRESS OWNER TELEP �2 ' CONTRACTOR � DESCRIPTION ��/�� l� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL Z J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�.� COMMENTS: � W a � J O � , � O � W 2 Q � 2 W � W � j d W RK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � C RECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. I p�" Call for the next inspection 24 hou in advance. -46�� � r OwnerfContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice � � ` ,,,p A E TIIdE'` CITY OF ORONO CALLED IN I d5 '� /� INSPECTION NOTICE ��j SCHEDULED PERMIT NO. .�OI(D '��'-O� COMPLETED d� �lO ADDRESS �--�Z Z Ci �� ���k� ��-'' t� L 1�- OWNER TELEPHONE NO.��� � 4�I y '�.��D� CONTRACTOR � ��� - � - a � cmf � � DESCRIPTION ' 41 ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL r � �. � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL ? OWNENCONTRACTOR TO MEET 1I�U:_YES_NO � COMMENTS: Q �✓C/��'-C' � d� �+ � � � l� c./'��' c_,'L'?y7 ��--- O , � r V � ,7,/^ i � V � �,'v � �G7 ~l� � ..� �'e -/'.' �'.rC� �'I' � W ✓� � i •G.� J � � : Q � � � O� = � � �-�«��� ����� � � � W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK 3 PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY W O�CORRECT WORK,CALL FOFi REINSPECTION TEMPORARY V BEFORE COMERIN(3 PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REWIRED.CALLTO ARRANGE ACCESS. Call tor the next inspection 2a hours in advance. (952) 249-4600 Owr�erlContractor on�it�: Inspector: �� � �- ' VYhite CoPYAnspector's File Gna►Y�PYISite Notke � � . �7 ' DATE TIME � Cl�rlf(1+F ORONO CALLED IN •!NSPECTION N CE, , /�,�` SCHEDULED ����� � PERMITNO. � � �v"����COMPLEfED ADDRESS ��� � ��'1���/�v-�c.� �� OWNER TELEPHONE NO. �"/ J� ' " /Y r�:-� CONTRACTOR ���� � �? � �<�a / ' � DESCRIPTION �� � �f— �� lV ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL����,� Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLINO �Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ��`FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _��❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL � ❑ DEMO-SITE ❑ SnE/PTIC INSTALL 2 O'MfNEWCOffTRACTOR TO MEET lf W�YES_NO � COMMENTS: --1 4 �'l"3Yt�f'�G2 C�D►r I'Z�7�r �J f ,C6� . o _����J-c�-�.,v Ol� —� � � o � C��r�-�c�--c 5 ��2J v cr��,,� W /' � / � � '� [Jv � � ��` ��(d�-�I /T.cc-3� �!�'�e�L� Z Sy�m���c� � � � �'�� �Jor� � r��oe�� � �6C_ �� 7 � �`1 �i'�GT� /�/���f>G-�'C��' ❑WORKSATISFA ORY:PFIOCEED �PROJECT COMPLEfE W O CORRECT YMORK a PROCEED � SSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMIPORARY V BEFORE(�VERINd PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. p pHpTO TAKEN INSPECTOR WIIL RETURN ❑GTATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Csll for the next inspectfon 24 hours in advance. (952) 249-4600 OvvnerlCorttra�tor on sRe: Inspector: White CopYAnspactor's Fil� C�n�ry CopplSit�Notic� ASS E I nternational Pressure Vacuum Breaker Assembly (PVB) ASSE Standard #1020 Field Test Report Owner of Property M&M HOMES Address 4220 CHIPPEWA LN Clty ORONO StatB MN Zlp COde 55315 Occupant of Property (if different from owner) Occupant Address City State Zip Code Manufacturer of Assembly: WILxtivs Model #: �zo-a Size of Assembly: 1" Serial #: cBis22so LOCat1011 Of ASSeI'Tlbly and EqUlp171ent Of SySt@1Y1 AppllCat1011: IRRIGATION-VACUUM BREAKER LOCATED ON EAST SIDE OF HOUSE Test Equipment: Manufacturer: wtLxiNs Model #: T�-5 Serial #: o3ios435 Calibration Date: NEw Date test was performed: 12/17/2016 Time test was performed: 2:30 PM Static Line Pressure: 65 Leaking ( ) Opened at 2•2 psid Closed Tight (X ) Leaking ( ) Final Test Pressure Drop Across Closed Tight (X ) Check Valve#1 3.7 psid Certified Tester (print) COLLIN KING Assembly Final Test Address Po sox si Performance City cxas� State MN Zip 55318 Pass x� Phone #: 952-334-2794 License #: PM064313 Certification # ASSE 32700 MN BF064313 Fail ❑ Signature `"`� ���'' Date: 12i1�i2ois Comments or Recommendations (continue to other siae, if needed): REQUIRED TO TEST ANUALLY � r _ - �, �-� �t r,. � -�� , \ , � • � � r, : o , � , v, \ / ` / o rv #e � � C N J / Blower poor Test Results For: 4220 Chippewa Lane, Orono. 4873 cu ft per minute = 2.33 exchanges per hour Sales Manager � _ Josh Maass '� i• i • •• ' • • �1 •1 • '�• • � . • •. • V Planning & Zoning Department Memo To: Finance Department jiV)From: Christine Mattson, Planning Assistant CC: Street File Date: October 20, 2017 G/L: 101-22205 Re: Escrow Refund Building Permit#2016-00289 pertaining to 4220 Chippewa Lane is complete. Please refund $2,500 to the property owner, DBG, LLC. Mail to: DBG, LLC 4725 West Lane Shorewood, MN 55331 w:\street files\chippewa In\4220\escrow refund 2016-00196.docx BUILDING PERMIT ESCROW AGREEMENT t1,,N�� Orono Building Permit# acIo–00 8g '- �u� i2b0 "OOP AGREEMENT made this at) day of Milt — 20ik? by and between the CITY OF ORONO, a Minnesota municipal corporation ("City")and p 12)el LL-C_- ("Owners"). Recitals 1. A building permit application has been filed for pt.rtujkk. located at 1-LLC C- the ("Subject Property"), legally described as LU-I 1 l,C Li tr ��tu 1 2t AM1,1 2. Owners request the City to review this application which requires City approval and may require consultant legal and/or engineering review. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit$2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, engineering, in excess of$500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application. The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79.The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit # 2bl(D -001.44 if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow, if any, shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds, and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow,the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. CITY: CITY OF ORONO OWNER: By: / Assolarf-- Internal Use Only: 0 Original to Finance Department 0 Copy to Street File Packet Last Updated: August 2015 Page 23 DEMOLITION PERMIT o2D 110-1)0I 9/c) ESCROW AGREEMENT AGREEMENT made this 3.1,, day of , 20 i , by and between the CITY OF ORO.NO, a Minnesota municipal corporation("City")and----INA') LLZ-. ("Owners"). ,L Recitals G Fr%If k - &uve- 1. An application for a demolition permit has been filed for located at 3aoCr � � � z.�0n ("Subject Property") legally deschbed as Un- I I to t.le- I (DI, ppl ws� 'lad A-Ad r . 2. In conjunction with the demolition, erosion control measures are required as shown on attached Exhibit"B". NOW, THEREOFRE, THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit $2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs(including planning, engineering, or legal consultant review)the City has incurred to assure that the erosion control measures are installed and maintained so the property complies with the provisions of Orono City Code Chapter 79. The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work. If compliance with the approved Land Disturbance Permit is not accomplished within the allowable time period, the City may bring the project into compliance by use of the security. 3. RIGHT OF ENTRY. The Owners hereby grant the City, its agents, employees, officers and contractors the right to enter the property to perform all work and inspections deemed appropriate by the City in conjunction with the required erosion control measures, including but not limited to constructing or completing any and all of the agreed upon improvements should the Owners' contractor not complete those improvements by the date specified herein. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners' receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in#3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to #3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. Any remaining amount of the financial security deposited with the City for faithful performance of the plans and specifications and any related remedial work will be released after the completion and inspection of all such measures and the establishment of final stabilization for the Subject Property. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds, and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat. §§415.01 and 366.012. C : C TY OF O-ONO , dr) � x By: ✓ �-�_. Its: r(.a-V.VI `Pry Internal Ilse _ ' . l Original to In mute artment ©Copy to Street F '. • Maps '+LLU Loa ilppevva Lc� byre ar+address or a properti It" PIE Property Owner/Taxpayer Owner: Dbg Lic DBG LLC Taxpayer 4725 WEST LN SHOREWOOD MN 55331 Tax Parcel Parcel Area: 1.99 acres 86,759 sq ft Torrens/Abstract: Abstract Addition: Chippewa 2nd Addn Lot: 001 Block: 001 Metes&Bounds: Tax Data (Payable 2015) Market Value: $316,000 Total Tax: $3,635.84 Property Type: Residential Homestead: Homestead Year Built: 1977 Sales Sale Code: Sale Price: $3,000 CITY OF ORONO 111111111111111 III II I II II III 2750 KELLEY PARKWAY DATE ISSUED: 02/26/2016 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 4220 CHIPPEWA LA PIN : 31-118-23-42-0012 LEGAL DESC : CHIPPEWA 2ND ADDN : LOT 001 BLOCK 001 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: THIS$2500 ESCROW IS TIED TO DEMOLITION PERMIT 2016-00196 APPLICANT ESCROW FEE-BUILDING 2,500.00 TOTAL 2,500.00 DBG,LLC Payment(s) 4725 WEST LANE CHECK 5068 2,500.00 MINNETRISTA,MN 55364- OWNER DBG,LLC 4725 WEST LANE MINNETRISTA,MN 55364- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. Applicant Permitee Signature Date Issued By Signature Date SUSAN K SCHRODER 10/14 ;" $ 3 4725 WEST LN 171/91QF2398 SHOREWOOD,MN 55331-9219 at, nA 8515436835 � Date, .- Pay to the c ' O1 u ) - $ 2, Order of �� l� i' �,�?� ,in..Ut,�.., WM ea..?9,„ , 4 , ctilit t RI i.;S yydn �Bank,MA S,e..7././.."* " Z H.° wesfaf(Jo.com ,: City of Orono 2750 Kelley Parkway Orono MN 55356 952-249-4600 Receipt No: 3.015123 Feb 26. 2016 Susan Schroder Previous Balance: .00 Permits 2016-00197 4220 Chippewa 2,500.00 101-22205 Deferred Rev-Developer Deposit Total: 2,500.00 Check Check No: 5068 2,500.00 Payor: Susan Schroder Total Applied: 2,500.00 Change Tendered: .00 02/26/2016 02:49PM