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Home My WebLink About2012-00901 - new structure � CITY OF ORONO * z 0 1 z - 0 0 9 0 1 * 2750 KELLEY PARKWAY DATE ISSUED: 10/15/2012 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 2365 GLENDALE COVE LA PIN : 34-118-23-33-0068 LEGAL DESC : GLENDALE COVE : LOT 009 BLOCK 001 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAM[LY HOUSES, DETACHED VALUATION : $ 273,255.00 NOTE: SEPERATE PERMITS REQUIRED:PLUMB[NG, MECHANICAL,PIREPLACE,WATER CONNECTION,SEWER CONNECTION, LAWN [RRIGATION, ELECTRICAL(STATE) `___\ NOTE: AS BUILT SURVEY REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY ISSUANCE. INITI NOTE: BE AWARE,IN THE EVENT WEATHER OR OTHER CONDITIONS PREVENT THE COMPLETION OF AN AS-BUILT SURVEY AT THE T[ME THE CERTIPICATE OF OCCUPANCY IS REQUESTED,A TEMPORARY CERTIFICATE OF OCCUPANCY MAY BE ISSUED UPON RECEIPT OF A$]0.000 ESCROW TO ENSURE COMPLETION OF THE AS-BUILT SURVEY AND ALL SITE IMPROVEMENTS. INITIAL:�� APPLICANT PERMIT FEE SCHEDULE 2,100.75 COUNTRY JOE HOMES STATE SURCHARGE(VALUATION) 136.63 22222 DODD BLVD LAKEVILLE, MN 55044- S.A.C. 2,365.00 Minnesota State License#: BC627670 TOTAL 4,602.38 OWNER BARNIER, STEVEN P 2365 GLENDALE COVE LN LONG LAKE, MN 55356- AGREEMENT AND SWORN STATEMENT "I�hc work for which this permit is issucd shall be pert�irmcd according to thc approved plans and specitications,applicablc City approvals,and the Statc[�uilding 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 whe[her 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. �� `� `�� l� - �� ; � /`�' i ; >` i � Z Applicant Perm' ee Signature Date "�� Issucd By Signa ure Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. Cit of Orono 2� �� y .� �� Buildin Permi � g t Application for New Structures or Additions —� Mailing Address: Permit number: oZOI� '" ��9�� v�,�. PO Box 66 Crystal Bay, MN 55323-0066 Date received: 9 ��—�Z O �\�` O Received b �6 � �� , �. ,�_ �, Street Address:' Y� � � oti 2750 Kelley Parkway Plan review fee: o�0/a�-�49D1 �, , L9kESli�4� Orono, MN 55356 -- -- i36s. �q �G --- Total Fee: Main: 952-249-4600 Fax: 952.-249-4616 www.ci.orono.mn.us L,g ��f�: � Z This application form must be completed in full and all required information must be submittedf 2506 Lp�L-(�(�Q�5� Incomplete applications will be returned. (Please print) GENERAL INFORMATION: / Job Site Address: �j�j�ps �jL,�7✓�A2� �G✓c=,� L��lV�� Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle 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: YD tJ,.(F�►-7�'1rD �,M�� i State License# �C(o��67c� Expiration Date: _3`�j/-/3 Phone: q5�-�(0��4p�(o (office) C�f�-- �-�i - �3']O (cell) Mailing Address: 2Z2{�v (� D L �. Cit : L.<}}r(,� � �� L ZIP: SSa�{ Contact Person: �'p�� -� Applicant is: ontrac or / Homeowner (Circle One) Email and/or Fax: �Q$'ad�v-}�c�c�Q c:,�r�c�r}-e!' ,��{- PROPERTY OWNER INFORMATION: Name: �(�y�' � (Vl-c:LiSSq ��N1�2 Phone (day): �$/— �,y3_79/i Address: jytf �/l,p%hpWqzj //yr. ,�, Cit : L✓Ay2�¢�j�} ZIP: ss.3 t'/ Email and/or Fax St�l�2 _. b ctrn i e/'.3�� hotn�rv�/ ca iVI ARCHITECT/ENGINEER INFORMATION: Name: Phone (day): Address: City: ZIP: Email and/or Fax: PROJECT INFORMATION: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply �New Construction Single Family with Residence ]Addition � attached garage �Garage/Accessory Bldg. �Public Sewer ❑Accessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑Office/Commercial ❑Other: s ecif ❑ Private Sewer ( p y) ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑ Storage �Public Water '`*Any earth movement may require ❑ Commercial ❑ Other(specify) MCWD review& permits. ❑ Industrial ❑ Private Well Minnehaha Creek Watershed District(MCWD) �Other: (specify) 18202 Minnetonka Blvd Deephaven, MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ o�'l 3 o Z�'S>�-__ — __ Packet Last Updated: 03-06-2012 -21 - STRUCTURE INFORMATION: 1. Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= �N�/ � �� Number of bedrooms=� �'Wood/Frame ii b.Width(ft.)= � � � Number of garage stalls: ❑ Masonry Areas in square feet Attached = � ❑ Metal c. Basement= /.�J�� Detached = ❑ Pole Bldg. 3 ❑ icF d. 1 S`Story = / 3L �� ❑ On-site Prefab e. 2nd Story= ❑Off-site Prefab f. 'h Story = ❑Other(please specify): g.Total Area= �� REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclos d Applicable ❑ Permit A lication ❑ Pro osed Buildin Plans ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form ❑ Surve meetin all re uirements ❑ Stormwater Pollution Prevention Plan ❑ Hardcover Calculation s Q ��R—t/13�J -$-- ❑ Se tic S stem Site Evaluation Re ort -�— ❑ Access Permit --8-- ❑ Wetland Buffer Improvement Plan -$— ❑ Engineered Plans for Retainin Walls 4 feet or above ❑ ❑ Plan Review Fee ❑ ❑ Other: 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 responsible 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 mtended 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 Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. � � ' p , � ,� � �' ApplicanYs Signature: �� ° � Date: ��t�(/�`,Z�� E Owner's Signature: Date: Packet Last Updated: 03-06-2012 -22 - 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. � �e �l��✓ First Mi e Last Zz�v l..�a�� 3 L v.� - Address �� .�� /v S S d� City State Zip Phone I understand my rights as stated above. r Packet Last Updated: 03-06-2012 - 19 - �: Plan F�evievv Gheckl6st for �eHr Structures / Adclit�� Address/ PID/ LegaL � � � �� C..s � �� .� �(s� �� Description of work: _ �� , Septic review by: Date Approved: � - (�- �� ` Zoning review by: Date Approved: � �� . �' �uilding review by: ;�.�� Date Approvecl: � � �- �- ��!�.. r Grading revievir by�: � Date ApprovecE: �.� � � � Zoning File#: Resolution#: Resolution Date: Zonin District Fire De artment Post Offic� Schooi District �� ; E . �� ,F� � �. Zoning: Lot Area: ��f� E�` SF/AC Width: Depth: r,•'_� -,a �� Survey Submitted: �'�es 0 No Date of Survey: `� « � Pro osed Setbacks: Front�alce) Rear(S et) l � S �� ) ( I� S E � Other Buildings Wetland Si 3ide � " ` �-r �� ° cE � � Building Defined Height: � ��- � Building Peak Height: ��%''. %"� #of Stories Ok?: S � FOR R BUILDING YWITH A�RSElVIENT OR CRAWL SPACE: FOR A BUILQING OAf l�,SLAB FOUNDATIQN: � �� START WITH the distance between the basement floor/crawl START the distance between the slab n the highest ��' ,, space floor and the highest roof peak, the top of WITH roof peak,the top of the cornice of a flat roof, �i,"�� - the comice of a flat roof,the deck line of a �� , ..� _ the deck line of a mansard roof, or the mansard roof, or the uppermost point on a round uppermost point on a round or other arch-type or other arch-t e roof roof SU,BTRACT half the distance between the highest window and SUBTRACT half the distance between the highest window hi hest roof eak of a itched roof and hi hest roof eak of a itched roof SU�TRACT the distance between the basement floor/crawl ADD the distance between the slab and the highest ,r , <_; space floor and the highest existing grade within existin rade within the foundation ' the foundation or 10 feet,wrhichever is less. EQUALS Defined buildin hei ht EQUALS Defined buildin hei ht �``�� t�tGaverage. �� r v SF ',' % � �; Shoreland District MCIlVD Permit Receiveci Avera e Lakeshore Setbacl� Bluf� 0 Yes � No � N/A ❑ Yes �'�10 0 Yes �No � Yes � No ��/A ' Permit Number: Setback: Hardco�er Zones Existin Proposed Variance Require CUP Re uired 0-75' � Yes No 0 Yes No 75-250' Type(s): Type(s}: 250-500' 500-1000' � �� i REfVfARIGS (in-house): �� '�� +'�� o � s �� 6 i�'�� ' �� ' �� = d?� a� Updated: 09/11/2009 � -- ,. ._�. , z:\forms�plan review checklist.docx ' � - s �� , Z� i � _ �. �l,� -_ _. '�� ` �r�� @ - �. � -: _ - - , „��,� - �-<,,... _._�_.,_. �....w�.� ._.._ .�,_.._..�.�_ , a.r_ .._.�.,�.-.,. ,..9.....��.�.�..n_�.,, �....,_.�.,�,..�,.�.�..,,�.,-,_.��b- __ �� .�-.--9-a=...�-,� ... :�.,��- �: .,� ,; Fees to be Char ed YES NO � Permit P{an Review State Surcharge Investigation Fee � SAC—Number of SAC Units �� Sewer Connection 1A�ater Connection Park Fee P ] Site Jn�pection ; Other(specify) Miscellaneous Fees Calculated By: ' Square Foota e $ er S uare Foota e Basement X = � 1 St Floor X = $ t 2"d FlOor X = $ Garage X = � Estimated Construction Value: $ �' �` �E ��-�� - Oror�o Inspections Required Work Requiring Separate Permits Required State Permits 0 Site �( Plumbing � Grading / Filling ❑ Well � Hardcover Removal �fi Mechanical 0 Fire �Electrical ` �f Footing � Septic �1/Vater Connection � �oured Wall �' Fireplace ,� Sewer Connection ��Fo�sndation Survey � Masonry `��Lawn Irrigation ' �'Radon Rock Bed �Mfg. ,F�' Framing � Other(specify) �.' ,k�' Insulation ,��F�s-�u¢I� Sur�ey �'Final � Other (specify) REMARKS (in-house): Other Review: Reviewed by: Date �►pproved: Access:Existing: � YES 0 NO New: 0 YES ❑ NO REMARK� (TQ BE NOTED OI� PERIVIIT AND INITIALLED BY PERSON PULLING PERMiT) �, � �: � �: ?' Updated: 09/11/2009 � , z:\forms\plan review checklist.docx �vw�''}� �;'� �' �� a�+r'+"s+' '�e„q�.*�„�.- "yx "�'o'R,"4�.bx d�s.c �' � e�;`��:�'�se,��.'Y5�'r`��€"a�.N,._tu—�---'s--M1e'" "�.'�`.;�mir`� '�� "�ti.�Y r� r'�'� .,, �� {`�� s� yn� �a�. �M4�*��_c�.�:"��sw��s��r.sx z,sM�"�;:�5,��?��:Ftx��,`r.��_,��,.^��au�`"�b��x�t��"5�'�ts�A��`i�. � � _ � � . �� Melanie Curtis �Y From: Jesse Struve Sent: Friday, October 12, 2012 11:00 AM To: Melanie Curtis Cc: Christine Mattson Subject: 20121012 2365 Glendale Cove-2012-00901 Melanie, I have reviewed the revised survey the contractor emailed in (email dated 10/10/12) and only have one comment: • The survey shows the retaining walls as being under 4' in height. It has also been my experience that wall height will change when the landscaper does the final work. When I do my final as-built site review, if the walls exceed 4' in height or if a tiered wall is over 4' and not separated by 2x the height of the wall (as measured from the face of the upper wall to the back of the lower wall),the applicant will need to provide plans and specifications signed by a registered professional engineer. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct (952) 249-4616- Fax www.ci.orono.mn.us From: Jesse Struve Sent: Tuesday, October 09, 2012 1:44 PM To: Melanie Curtis Cc: Christine Mattson Subject: 20121009 2365 Glendale Cove - 2012-00901 Melanie, I have reviewed the application for the proposed house at 2365 Glendale Cove (survey dated received on 10/1/12) and have the following comments: 1. The grading on the survey needs to reflect maintaining drainage on their property. Currently the survey indicates water will drain to the SE from the garage and will drain to the NW from the house. This water needs to be kept within the property. 2. The grading behind the garage and on the side of the house is fairly steep (approximately 3:1 slope). It has been my experience that homeowners do not want to have this steep of a lawn as it is difficult to maintain and will add retaining walls after the permit has been approved. If you expect additional retaining walls, they need to be shown or they are not approved. 3. The survey shows the retaining walls as being under 4' in height. It has also been my experience that wall height will change when the landscaper does the final work. When I do my final as-built site review, if the walls exceed 4' in height or if a tiered wall is over 4' and not separated by 2x the height of the wall (as measured from the face of the upper wall to the back of the lower wall), the applicant will need to provide plans and specifications signed by a registered professional engineer. 4. In the hardcover calculations a deck is included, but it is not shown on the survey. If a deck is being proposed, it should be shown on the survey. Please contact me with any other questions or concerns. 1 ~ Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct (952) 249-4616- Fax www.ci.orono.mn.us 2 �-��o C ITY OF ORONO .� y„ Street Address: Mailing Address: Telephone(952)249-4600 yF. G� 2750 Kelley Parkway P.O. Box 66 Fax (952)249-4616 lq �, Orono, MN 55356 Crystal Bay, MN 55323 www.ci.orono.mn.us KES H O� September 27, 2012 Joey Miller Youngfield Homes 22260 Dodd Blvd Lakeville, MN 55044 Re: 2365 Glendale Cove Lane Building Permit Application#2012-00901 On September 11, 2012 the City received a building permit application for 2365 Glendale Cove. Your application is incomplete. The following items must be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. Please provide 2 copies of an updated, full size certificate of survey which meets all of the City's survey standards (enclosed). The survey currently shows a deck that has been crossed off in red pen. If the deck is not being built, it should be removed from the survey. The survey must also show the current topography on the entire lot and current topography extending 50' beyond the property boundary. In addition, the survey must show any proposed grading as well as any other proposed structures, landscaping or retaining walls. 2. Escrow & Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City for out-of-pocket costs incurred during the review of your plans. Additionally this escrow will guarantee conformance with City Code Chapter 79 relating to erosion control and stormwater. The required escrow amount for this project is$2,500. The escrow agreement is enclosed. The property owner must sign the escrow agreement and submit a check for$2,500. The above information is required in order for the plan review to continue. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions. Sincerely, CITY OF ORONO C�ti� �� i�-�� Christine Mattson Planning Assistant c Joey Miller at 49soderbeck@charter.net Steve & Melissa Barnier, 544 Broadway Ave N, Wayzata , MN 55391, steve barnier34@hotmail.com Lyle Oman, Building Official enclosures Christine Mattson From: Christine Mattson Sent: Thursday, September 27, 2012 3:36 PM To: '49soderbeck@charter.neY; 'steve_barnier34@hotmail.com' Cc: Melanie Curtis Subject: 2365 Glendale Cove/ Building Permit#2012-00901 Attachments: admin@ci.orono.mn.us 20120927 152705.pdf; Escrow Agreement- Building Permit w Erosion Control 2012-00901.pdf; Survey Requirements.pdf During our review of the building permit application for 2365 Glendale Cove, we determined additional information is required for a complete application. Attached is a copy of a letter, being mailed today, along with enclosures referenced. Once we have received the information our plan review can continue. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelly Parkway Orono MN 55356 (physical addressJ PO Box 66 Crystal Bay MN 55323-0066 (mailing address) `�' 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 OUR OFFICE WILL BE CLOSED: Monday, November 12, 2012 1 BUILDING PERMIT ESCROW AGREEMENT Orono Building Permit#2012-00901 AGREEMENT made this day of , 20_, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") Steve and Melissa Barnier("Owners"). Recitals 1. A building permit application has been filed for a principal structure located at 2365 Glendale Cove the ("Subject Property"), legally described as Lot 9, Block 1, Glendale Cove, Hennepin County Minnesota. 2. Owners request the City to review this application. 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 #2012-00901 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 the review has been completed and written notification is received from the Owners requesting the funds. 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: Its: Internal Use Only: �Original to Planning CI Copy to Property Owner 0 Copy to Street File Passive (Code Minimum) Radon System - � ' APPLIES TO BASEMENTS,COM3ITIONED CRAWLSPACES,SIr1B-ON-GRADE BUILDINGS AND OTHER FOUNDATIONS UNDER CONDITIONED SPACE MINIMUM CODE REQUIREMENTS ARE LISTEll.OTHER SYSTEM COMPONENT'S qRg SUGGESTIONS FOR BEST PRACTICE INSTALLATIONS BASED ON MINNESOTA DEPARTMENT OF HEALTI I RECOMMENDATIbNS. RADON VENT PIPE TERMINATED AT �U�L��RS �nsr i�•neove�,4cE oF�f1,�ioa.b.0 ASSOCI,4TlQI*�OF MINN�SOTA - MINIMIM 3'ABS pR p�rG pR E4VIVALENT 6ASTI6HT PIPE.(AFI03.6.U. 4'FlPE MAY BE MORE EfFEGTNE,BVi IS NOT RE[dUUIRED SPAGEPR4VIDEDFpR(ilNFtEINSTALLATIONOFAFAN(AFI03_b) The new Residential Energy Code and Radon require- �MiN�ru�+�a•o�nr.�c�,na�o ments went inb effect for permits pulled on or after ON 1HE,y(ly pF 7�.¢yENT STAGK� ''MINIMUM VERTIGAL DISTANGE OF 9 FEET �u n e � � 2009. INSTALL LIVE pUTLE7 IN ATTIG t�AR YB�RE � FVi11REFANMAYBEINSTALLEp(AF�p3,��. The IIIUSt(QtIOn 1�:� the left shows the major require- r- -� i � � ments for passi�,�e radon systems in all new residential � , `- -' construction. Th� back side of this sheet explains additional radc n code requirements, recommended upgrades and ��dditional requirements to meet the INSTALLLABELREADING'RADpNREq,�710N5Y5TEM'ONTHEyQt(pIPE Minnesota Dep�:�rtment of Health's Gold Standard for . AT EAGH FLOpR APID IN ALGESSIBL.E ATTIGS.(AFI03.45) Radon Resistan' New Construction. BAM has ad�litional free resources to help you understand the new code. . INSTAI.L PIPE AS STRAI6HT AS pp5518LE TO HEI.P GONDUGTIVE FLOYL GO r0 www bp m n.01' e�eows,or�n u�or�evr sr+a��ee AvoivEv iF Possie�e. g/energycode to: • Find a link to the Minnesota Department of Health's Gold Standard tor Radon Resistant New Construction prog ra m • Download a free copy of the 2009 MN Residential Energy Code, additional illustrations and a sea-u�.ioinrs,cRncKs,orz orr+�a oPair�s win+Pan.R�,wuF Field Guide to �he New Energy Code GAllLK OR ELASTOM�RIG SEALANi qGGpRpING TO MAWFAGTURERS �/� \ � RECAMMENDATIONS IN AFI03.4.1 TFIRqXH qF103.45 n � �� e.' � :��\ �/ �/�� • Ask a �,uestion and we'll share it with the entire �\�/�\ /�/j� industry on the �.>nergy code Q & A section of our �/j� /////� webpage. �'� �/��/ \��\�� j�\\ �/�\�/� This project wa , made possible by a grant from the �,.� ��\ /��/j U.S. Department of Energy and the Minnesota Depart- � �j �/ �/ �/ // � INSTALL VENT PIPE(AF103.6,1)INTO S(,9FLOOR 6AS PFRMEABLE UYER(AFI03� ment of CommF rce with assistance from the Mi nnesota � ��/��//��%i��/��/\�\/\��/��/��\��\ \�� ,,�N n�E��x,,��s cr�T Department of F iealth. ' � � � . . MINIFLM b-FIIL OR 3-MIL GRO�,fi LAMINATED POLYETHYLENE SHALL a BE LAPPED 12'AND PLAGFD BELOW THE SLAB AND ON iOP OF THE �.�� THIS ILLUSTRATION DOES NOT REFLECT ALL'I'EIE REFERENCES TO 6A5�,Aa,E U,yEx(,e,p1O33) For More Information: C� ACI'UAL CODE LANGUAGE.SEE OTHER SIDE OF THIS SHEET FOR A 'FIT POLYEhIYLE}��qypj��pr��Y TO PENE7RATIONS(AFI03.3) SUMMARY OF OTHER PASSIVE SYSTEM CODE REQUIREMENTS. '�l��.a+cnra�s oa�,�,Rs�rin�nvvriowv,Pare�m��nF�3! www.bamn.org/energycode �� FOR PRECISE REQUIREMENTS AND OPTIONS OF SPECIFIC CODE SECTIONS � 8��-654-778� x 166 or 651-646-7959 x 166 � CHECK THE ORIGINAL CODE t.ANGUAGE AT www.bam.orglenergycode � CO 2009 GoPy^Icjht Bvlidece Assoclatlon oF Mirmesota r�wnbann.ory � Radon Reduction System ❑ Sub-floor Preparation o Add a 4" un�form layer of clean aggregate that will pass through a 2" sieve and be retamed by a �/4" s�eve [� 6-mil poly over entire sub-floor o lap�ed a m�n�mum of I 2" (prev�ously 6") p All puncture.� �r tear� mu�t be SPale� ��r �n,,;PrP,-1 �,hnth Pn!y C> Seal all entry pomt5 o Polyurethane caulk or elastomeric sealant on opening5 around bathtubs, showers, p�pe5, Wir85, etc. o Polyurethane cauik or elastomer�c sealant on all concrete�oints and the �o�nt between the slab and foundat�on wall o Polyurethane caulk or elastomer�c sealant to f�ll�o�nts, cracks; or other open�ng5 �n foundat�on walis o Gasketed 5ump I�d �s rec�u�red ❑ Mmimum 3" ABS or PVC gastight pipe o Must go from the sub-slab base and run all the way through the build�ng floors and term�naie at least ! 2" above the surface of the roof o Can be installed into the gravel with a "T" f�tting. o If we �nstall I 0' of perforated p�pe, can �nclude elbows o Route the p�pe through cond�t�oned space o Locate the end of the p�pe that term�nates on the roof at least I 0' from any w�ndow or other openmg �n the dweli�ng that �s (ess than 2' below the exhaust po�nt. The end of the p�pe must also be at least I 0' from any wmdow or other openmg m ad�o�n�ng or ad�acent build�ngs o There must be a mm�mum of 24" m diameter (p�pe serv�ng as the ax�s) around the p,pe by a vert�cal d�stance of 3' to allow for the �nstal(at�on of a fan �n the att�c in case the homeowner chooses to chan9e the radon ready system into an active radon remediation system ❑ Label the Vent Pipe o At least once per floor � in accessible att�cs, the pipe must be labeled w�th the words ° "RADON REDUCTION SYSTEM" ❑ One electrical receptacle in the attic o MuSt be near the pipe where a fan would be located if the homeowner choose5 to install an aetive sy5tem after constructior ❑ Active System o An accive system can be installed o W�th an act�ve system you are rec�uired to in5tali a continuously exhausting fan and monorr�eter or other sy5tem mon�toring device Architectural Manager Page 4 6/8/2009 , • ' � New Construction Energy Code Compliance Certificate • . Per N I 101.8 Building Certiticate A building certificate sl�all be posted in a pennanently visible location inside Da�e Certiticate Posted the building. l he certiticate shall be completed by�he builder and shall list infonnation and values of components listed in Table NI 101 8 $�27��2 MailingAdAresso(UieDNellingorDwellingUnit Ci[y RICHMOND II 2365 Glendale Cove Lane Orono NAme of Kesiden�ial ConlrAclor MN License Nwnber Youngfield Homes BC627670 THERMAL ENVELOPE RADON SYSTEM Type: CheCk All That Apply X Passive(No Fan) o v c ai v a y Active(With fan and monometer or F' a� ro >, other syslem monrioring device) Cd V � � � y C a �o cz. 3 Y U — o .a ro y a. o � y .n a� � o Q c0 co � `, � � �, `° � o h � o a� i..�, ° Insulation Location � � z � � U �' � _ � ' � �p � � � `° `o � ,- ti �o -o � � � � p ? � � oL bU F � z w U. �:. n°. � � cG Other Please Describe Here I3clow Entire Slab X Foundation�Vall R-10 X 1-3/8"- 1-1/2" POLYURETHANE Perimeter of Slab on Grade x Rim Joist(Foundation) R-13.5 X BASF 178 Rim Joist(ls'Floor+) R-13.5 X BASF 178 W'all R-19 X GUARDIAN FIBERGLASS Ccilin�,tlat R-44 X GUARDIAN FIBERGLASS Cciling,vAulted R-38 X GUARDIAN FIBERGLASS 13ay Windows or cantilevereU areas X 13onus room over gara;;c X Dcscribc uthcr insulatcd areas All windows & doors - non expanding window hoam - Hilti Foam Windows 8 Doors Heating or Cooling Ducts Outside Conditioned Spaces Avcragc U-Factor(esdiides sln�lights and one door)U: �.3 1 X Not applicable,all ducts locatcd in conditioned space Solar Heat Gain Coefticient(SI IGC): 0.29 MECHANICAL SYSTEMS Make-up Air Select a 7j�pe ApplianCeS Heatina System Domestic Water Heater Cooling System X Not required per mech.code Fuel Type NATURAL ELECTRIC Electrie Passive Nlanufacturer Trane RHEEM Trane Powered Interlocked with exhaust device. Mode1 TuC1C100 MARATHON 4ttb3036 Describe: Input in ��,00� Capacity in ��S Outpu[in 3 Other,describe: Kating or Si'te [3TUS Gallons: Tons: Heat�oss: �� 3�2 Heat Ga�„� 33,751 Location of duct or system: Structure's Calculated nFue o� q2o/a sFEa� I 3 i is�>Fe%�, c�i��i��a 33,751 Efticicnc � cooling load: Ct�m's "round duct OR Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systcros if installed:(e.g.two furnaces or air Combustion Air Selecl a Tvpe source heat pump with gas back-up t�urnace): X Not rcquircd per mech.code Select Type Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: I�igh: Location of duct or system: X Continuous exhausting fan(s)rated capacity in cfms: 130 cfm Location of fan(s),describe: Main Bath Cfin's Capacity intermittent ventilation rate in efms: �� "round duct OR Total ventilation(intennittent+continuous)rate in cfms: 24� "metal duct rea e y version . ��o eopr 2012 Strandardtzed Concrete Foundation Drawins�s Scone of Work: These drawings are an illustrative representation of the prescriptive information contained in the 2006 International Residential Code(IRC),as amended by the state code's of Minnesota and Wisconsin. These drawings apply to the construction of cast-in-place concrete foundation walls for typical residential cases. These drawings are not to scale and all conditions are to be verified by the contractor. Means and methods of construction for shoring, water- proofing, insulation,flashing, control and construction joints, and all other non-structura!requirements are to be by others in accordance with the Code and standard industry practice. These drawings are valid until the end of 2012. The drawings are to only be used by the contractor noted below or his autl�orized sub-contractors/clients. These !'��awirti�e�rc t{+�'1p i1r��aitlP,ti#rs t},a 4��si��}ih��ns�,.�rt"sr„ ,�p�,�.-+�,�s^.n� a��sa,.a :�a-ti,r �-:n=�•,w,i+ rsaF:k�C�?. Index: S1 -Scope, Index,and Certification S2-General Notes S3-Step Footing Detail S4-Frost Wall Detail S5-Lookout Wall Detail S6-Full Height Wall Detail �aterials• Reinforcing Steel: Grade 40(40 ksi)for#4 and smai{er bars Grade 60(60 ksi)for#5 bars and larger Rebar Substltutlon Notea: 1. Two#4's bundled may be used to substitute(1)#6 and vice versa provided they are of the same grade steel. 2. For vertical bars on S6,#5's may be used in lieu of#6's at three-quarters of the nated spacing. Conerete: Mix design is to be prepared by the concrete supplier to meet the project's requirements Minimum 28 day compressive strength of 3000 psi 68ckfill Soii: Sand-30 psf/ft effective lateral pressure ��`�'gCOM��i� . ♦ ,.......,8 i Sandy Clay(SC)-45 psf/ft effective lateral pressure ti��' '••;L�,�� Clay-60 psf/ft effective laterai pressure : ± '�: E 79 :��'�S ,� . �G�`,: �'�iS�4NAL��`� $ite Address: I hereby certify that this plan was prepared by me and that I am a duly licensed professional Street: engineer under the laws of the states of Minnesota and Wisconsin. C ity: __ _�_}_ - -' C:�:�--- c_——"—.S �:= State: Zip: Craig Oswell,PE(MN#42341 and WI#3791'I) 1/19/2012 Oswell Engineering and Consulting,L.L.C. 1901 E Hennepin Ave,#201 r-- Project Name: 2012 Standardized Concrete Faeandaiion Drawings Minneapolis,MN 55418 _ Description: Scope of Work, Index,and Certification Phone:612-720-4838 � «� Project# 11.072 F�t:612-�86-2966 , Client Name: Concrete Forming, Inc. www.oswellee.com Client Address: 18641 Lake Geor e Blvd,Anoka, MN 55303 Page 1 of 6 enera otes: 1. Wall thicknesses noted are nominal unless specifically stated otherwise. Maximum tolerance is 1/2". 2. Maximum walf to footing centerline offset is 2". A minimum of 2"of footing is to extend on each side of the waii. 3. Place matching hooks around all wall corners and intersections for each horizontal bar. 4. Horizontal bars may be placed anywhere within the wafl thickness provided 2"minimum cover is provided. 5. Bar laps when required are to be at least 32 diameters for grade 40 bars and 48 diameters for grade 60 bars. 6. Allowable bar placement tolerance is 1/2". Tying is not required if tolerances are met and maintained. 7 Oowels may be driUed and ins#alled after faoting pour unless athennrise noted ��'e+-tical bars may be embedded into footing in place of doweis at the same embedment. Vertical bars ano dow�is e�o not need to align. Dowels may be bent down for safety and covering then bent back before wall placement. 8. Sil!plate sections require at least two anchors with one within 4"to 12"of each end and at all corners and intersections. Walls less than 24"in length require only one anchor. 9. Anchor bolts 1/2"or larger in diameter do not require corrosion protection per IRC section R319.3 exception 1. 10. Anchor bolts may be substituted with 1/2"diameter threaded rod epoxy grouted at same spacing with 7"embed. 11. The presence of form oil on the reinforcing is acceptable for the conditions contained in these drawings. 12. Slope grade 6"rninirnum downward away from foundations within first 10 feet or provide Code adequate swale. 13. Do not backfill until the concrete has reached at least 70 percent of the 28 day concrete strength. Use of adequate shoring is required when the final floor and slab systems are not in place. Cald Weather Guidelines: The following information is considered to be general guidelines for the placement of concrete in cold weather conditions. It is the contractor's responsibility to ensure proper means and methods are followed and that the final in place product is adequate. 1. The contractor is to work with the concrete supplier to obtain a mix design which accounts for the conditions expected. Use of extra cement, early-strength concrete, and acceterators are recommended at temperatures below 20 degrees F. 2. Concrete is to be delivered to the site in a timely manner. 3. Placement of concrete earlier in the day to take advantage of latent heat of sunlight is adviced. 4. Do not add additional water. Using�rvater-reducing admixtures is recomrnended when required. 5. Forms are to be free of snow and ice. Do not place concrete in contact with frozen ground ,snow, or ice. 6. Preheating of rebar is not required, however it is to be free of frost,snaw,and ice. 7. Use of form blankets or other approved protection is highly recommended for the top of the wall at temperatures below 10 degrees F and for the whole wall when below zero de rees F. Oswell Engineering and Consult�ng,L.L.C. 1901 E Hennepin Ave�#201 _ Project Name: 2012 Standardized Concrete Foundation Drawings Minneapolis,MN 55418 � Description: General Notes Phone:fi12-720-4639 � �� Project# 11.072 Fax:612-8$6-2966 i Client Name: Concrete Forming, Inc. www.oswellec.com Client Address: 18641 Lake Geor e Blvd,Anoka, MN 55303 Page 2 of 6 1119/2012 Adjacent steps are to be placed no closer to either side of the beam section than twice the height of the largest step 6'-0"maximum step (beam section) Optional control joint each end of beam section by others (2)bundled#4 horizontal bars top &bottom w/3"min clearance _�� v,.:��r,;:i�3d at ieasi 24" minimurri � 1 beyond each end of beam section � � � I I ; Maximum applied actual ; _ (load=4000 plf uniform or I �E � 12,000 pound ; � 6"minimum thick cast-in-place ' concrete foundation wall � concentrated � `~ � � I I � � I HIGH FOOTING i I ;�-------� %� �' High footing should be placed at 1- :� �/ � to-1 (45 degree)line,if footing is �% �� closer to step than this line,place LOW FOOTING ;' ��/ rebar as if it was at this line as �� shown ; i F��T�N�9 ST�� D��L Oswell EngineeNng and Consulting,�.L.C. 1901 E Hennepin Ave,#201 • Project Name: 2012 Standardized Concrete Foundation Drawings MinneapoHs�MN 55418 Description: Step Footing Detail Phone:612-720-4888 Project# 11.072 Fax:612-888-2566 i Client Name: Concrete Forming, Inc. www.o�weliec.com Client Address: 18641 Lake Geor e Blvd,Anoka, MN 55303 Page 3 of 6 1119/2012 Wail framing by others Sill plate by others w/112" diameter anchor bolts w/7" minimum embed&standard washers @ 72"o.c.max or equivalent metal strap anchors iuiax��ti�um stem�►e�ght is 72" (width to match silt plate) 6"Min 6"minimum thick cast-in- y� place concrete wall wl optional slab ledge (1)#4 continuous horizontal bar wlin 18"of top of wall Provide frost protection per Code #4 x 2'-0"long dowels @ 72" o.c.max w!5"minimum embed (dowels are not required if wa(I 8"minimum thick is backfilled in equal unreinforced concrete strip alternating lifts not exceeding footing,required width to be 24"in height) determined per Code by others WALKOUT/ SLA�-4�-�RADE FROST WALL DET�►IL Note: Maximum unbalanced fill height may be up to 36"provided the wall is at least 8"thick Oswell EngineeNng and Consultln�,L.I.C. 1901 E Hennepin Ave,#201 Project Name: 2012 Standardized Concrete Foundation Drawings Minneapolls,N9Pi 55418 Description: Frost Wall Detail Phone:612-720-4639 Project# 11.072 FBx:812-888-2988 i Client Name: Concrete Forming, Inc. www.oswellec.com Client Address: 18641 Lake Geor e Blvd,Anoka,MN 55303 Page 4 of 6 1/19/2012 Si!P r��c'l.�.E'�?�':�#k1P_9'S'�N�`�!'�� Wall framing by others diameter anchor bolts w!7" minimum embed&standard washers @ 72"o.c.max or equivalent metal strap � anchors 6"Min 6"minimum thick cast-in- place concrete fookout (1)#4 continuous horizontal Wa�� • bar w/in 18"of top of wail E � �,; Footing elevation may vary below slab,provide frost #4 x 2'-0"long centered protection per Code dowels w/5"minimum 8"thick x 18"wide minimum embed wet set or epoxy unreinforced concrete strip grouted in place footing(16"wide minimum for maximum unbalanced 6"wall spacing_ grade of 2'-6"or less),larger 36"o.c.max for sand, footing width may be 30"o.c.max for SC,& required for speciflc soil 24"o.c.max for clay bearing conditions to be determined per Code by 8"+wall spacing: others 48"o.c.max for sand, LOOKOUT WALL aE'�AfL 42"o.c. max for SC,& 36"o.c.max for clay Oswell EngineeNng and ConsulUng,L.L.C. 1801 E Hennepin Ave,#201 ` Project Name: 2012 Standardized Concrete Foundation Drawings Minneapolis,MN 55418 r. Description: Lookout Wall Detail Phone:812-720-4689 Project# 11.072 Fax:812-88�-2966 Client Name: Concrete Forming, Onc. w►ww.o��llsc.com Client Address: 18641 Lake George Btvd,Anoka, MN 55303 Page 5 of 6 1/1 91201 2 Wood floor&waii framing by others Conneciion of floor members to sill plate to 2x6 minimum sill plate wl 1/2"diameter be per Code by others anchor bolts w/7"minimum embed&2" wide x 1l8"thick square or round countersunk washers or alternative anchor(Anchor bolt clearance between � edge of both wall and sill plate is to be 6"Min 2.5"j(see table below for spacing) Exterior top of wall may have a brick ledge I � {?�f141C�P.('�f�1Q c#pm W��I formed is at least 6"thick &no more than 16"high � Continuous#4 horizontal bars,provide � at least(2)@ 8'-0"clear,(3)@ 9'-0" � _ � ciear,&(4)@ 10'-0"clear,At � contractor's option: The lowest wall 014, horizontai bar may be omitted if(2)#4 v continuous horizontal bars are placed in the footing Cast-in-place concrete foundation wali w/#6 or #4 x 2'-0"long dowels @ 72"o.c.max wl equivalent vertical bars p�aced 1.5"from inside 5"minimum embed face,see table below for spacing 8"minmum thick unreinforced concrete strip footing,required width to be determined per Code by others Footing elevation may vary below siab BASEMENT VUALL DETAiL Clear Height and Soii Type Tabl�Notes• Nominal 8� g� �p� (1)= Unreinforced if concrete is 4000 psi or if Wall ciear height is 4"less Thickneas sand SC Clay Sand SC Clay Sand 8C Clay Verticel Rebar 3pacing (2)= Unreinforced if concrete is 5000 psi or if 8" NA NA 36"(�) NA 36"(2) 36" 36"(1) 36" 24" Clear helght is 4"less 10� NA NA NA NA NA 36"(1) NA 36"(1) 36" 12" NA NA NA NA NA NA NA NA NA Ailowed alternate anchors are: 3HI Anchor Spacing MAB/ST,MASAlFA3,FWAZ,or 1J2"diameter expansion bolts wt 6"min embed(install in Bolta 72" 72" 48" 72" 48" 36" 60" 36" 24" accordance with the manufact�rer's Alternate 48" 24" 18" 36" 18" 12" 24" 12" $" recommendations) Oswell Engineering and Conaulting,L.L.C. 1901 E Hennepin Ave,#201 Project Name: 2012 Standardized Concrete Foundation Drawings MiinneapoUs,MN 55413 � Description: Full Height Wall Detail Phone:612-720-4889 �� Project# 11.072 Fax:812-888-�66 # Client Name: Concrete Forming,tnc. 1Nww.osw9118C.COm • ��. Client Address: 18641 Lake Geor e Blvd,Anoka,MN 55303 Page 6 of 6 1/19l2012 , ° � v� �� . . , � � ��_�_ ` ��"�� Q�� 'u�°n�c� �i�e �ai��l�t�c�r� ��r�rkshe�� SITE- ADDRE�'S li� C�S �ICy�U�G�'t.� CdVi� LF1T1L�' J,��,�.G � 'Z7 " 1Z— HL+`A'['(N� ��I�TRA�"TC�� -,..�.�� ,;,. � �'�t-�`�y�" _ PH�i'dEii1 � � �v�-� �� --T GENERA� �ONTRA�TOT� OR �D�'1Nt+,'.� 1 �3�►-�(oCl �� (� ��ON� QS� "T�o� '��(v� CA,IsCU LAT1bN� ��ZEP,AREp BY �.� �t�.''�.�.-�'-- PH(�'�E � (�' � �"�_G�G� Th�d�sign ini'ormation belov��rnu�t he determin fi�i �'r011ll �11C b�171i1i17��alAx�S�51aC��fiC9t�oi►S. !i'1-U�-] 1. Sq. i'ect oi'c�;poscc! w�ll�reh xbuve grade3l e�a ''U" � �5 x 8� degrQes � � �� 2. Sq. feet of exposed window arcfl�� x "U" +�x$8 cie�recs �� e �� 3. Sq. fe�t ot expnsect door area 4 c�-- x "YJ" -�� $� �Ie.�rees b �� . ;�q.fcet pi'��ii�a�� r�e�IS� � x "U��r"�.� z 88 degrees � � ��. 5. �q,feet of basement flooe•are�;?�� Z I�TLI��/sqx��ir��'�ek �-�� ' 6. �q. tc�t pf u�semCnt w.tll area below �rade�3�`x 3 �3T[JH/square Eeet -�� . �,ft�. fc�t of'tu�ltr�tion for windora's�t{0.3�) x (1.(1$�)x 8S degrees �� `U � Q &. Sq.feet of infltration fnr dpqrs�� h (0,5) x (1.085) x 8S tic�t'ccs � � � '�, ��. T�ct QI'inliltr�tiUn for slidino glass dr,nYs �2 �` a�Q.:�) � {1.08�) 1 $S de�re�s 3 � � 5 5 1 Q. A[lpw�ncc f�r kitc(resa Auil bath [�as: r kitchen fans ,a�7, G4D �TUH es�ch n �- i�a1'b fans �,Zdt) �'Z'1�� uch t��'� 1�. A.lZov�aracc for 1"ircj�l�ces: # � �? 1,300 B'I'UH e�ch �� 12, 11�fechnnical V��itilation; �xh�Eist�FM_` � l� t�1.08�)x SS De�r�es ��,� s �� 13. Total STUH loss for all above itemg-minimum r�nujr�d (7urty�cc nutiiL# � � �3�� fi �4. Mflximum allQwc�l �1�rn��C o�itp�it� is Line 13 i I.43 � �� '` *Furnaee output muy be qversizccl to incl«cfc x s�ifety fhCtor�ntl �iek-►ir3 Iv;jcl� but may not ezceed d3°l�. f l�,J7pIlCAT1f SiQklA�kkt`t )-1Qut�1S)d61W P1WchlFurnacc ti,=.c 'alcula on Worh�heet 5I2�OD " � 2� 'l Z-- ` � Da'�s,e: g' � l �.- �'a n [� ,�,�.. h'FAT �;�S�I . i1��: �c�Ul� (��1`��L� �,Nt-�3 Outside Temp. ---- 89� � Insida Temp. �--- 7S° � 4DDRESS: 2 3�� 1� ��I l� �� Temg. Diff. --__ 1 i tl �rea Factor $tuh GRCSS WALL �"t � GIu,SS --- idorth � � �, ��_� E & WorAtE & P]G3 �� 1a, i SouLh or SE & SZv � 1 �,{d, �� .SS TOTA.� — � � 0 �� w�.� a..'"_'l �l�.. 1 .`�3 �� C�ILIi�TG � � �,7`� }, s � � �o �. � PEGPI,E (Number of) �� 300 � ti�� Vi,?�1TII�TIQN Q 10 Cfm/persor_ �C`� ` � � tV Q� �?LI��dC� 1200 Ser�aible = �� Moist�T� Remo�al — Sensible X 1.3= �=�� ti'v+G4 k ��+n G re.R�� i�."�".��a Equi.pment 3ele ction: ,4 � �� .� �'C'� �"� �-� R�.y �T. !v'ELT�R HJkTIr1G CCi��A�3Y 4637 Chi�ago Avenue South M�r�eapolis, t•iinr_eao�'.z SSLi.�7 82�--b8�7 Alor a � S't e ,�� --- 'M e �� +S� �,� r r�.� � � �. � � � �'�,� ��`�.� �; . �� s �� rr�� ' . . ,. � . �.� . ��'=��3.f.;l��? �`�, ��'�'�_�i.��11� �,; ��'C �'�'-- -r. � • . �k � �,.��'�,l�k.��,�' €��-l_, � i ` IF��,.,��p�nd.ix�, '�ac�rk�h=a��-i _--._.. ��7i�crll:s�l ��('rrlL'L��illn /-�lT�c=��:l:i;�'JP �4'1"jht]� �i�,`��m�c� Eoi!_�, �r�7r��,,ni '-r� - r -;r.r�,. �� -,�G) � .��- -i�<,t.�i i •.��.T:.� u,>> , �t�}7 1: I�pri�lF;r'/4�}[8��CGfilC�uuO�! °�L.�IP,��E I�iUflllrii!]i!' -� ' I � �um�c�i�oii�r� j�� f17�?C{ _ F�P.�'.�-i5"t�t� " �IfEC.��:^t �Il��l�, 5�i��hr (IV'J�I�I I A.JvlJt�d} �Povret Ve�t � � � ^� i VYGIE:�-H�ai.Cr ..-- a�� t 1 I 1`� I ��o�`Hoo�s � �un p,�sie.��:•d �ir�ct�;�nt Inpui: � tu�1�r � �lL`i 1:(! 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Si:�rd�rd PJi�ih�d I ��'��.< I ii':e� �,Ct!��`ii I�1N'!"t Gi c�� C��IiJU�iiOTi c�ri�i_i iG�S (��rl�J�l I�r��J�'J I �'ii��`i ''J_iV I fi="?I.�!=`��`:Jn� �i Ipt,i; � I � �'i-4'h� ��v aiG��0�7��,fc�i;�� clunn in Tc�1iF �-� iQ i�^c7 I Oici �G(�Jlf-.r`f4i!!�1c�`:�_✓� 'i;��r;��i�� i li C,'{�UC,i�_;T!E ��I;�:�f? �iL�'�'�� 15�'!'�afer rhan T�V�t1�1�.� r0 Qlli-:�-�GC C�Jc!11�1��i� flt?9';E��_ �i�h,.°s��G�U�i� fi�Glil.�-�iv�. L.1 iS 125-`-.'1r]R/1 �r,\'��nen jo t�_�$T�� 5; '� �� s� i �b. Knawn Air In;l�'�Tian �,1e(�S'�j 1•r�,�_,�0�1 , Tut:I '�r�lhr inpu't c�1 ali r�n,=s�� ^d po��l.r ven�appliancet �' �Y+�-� +� � {�, (��1��i CO�JNT DI�'LC-`4�EN!Ai='�LI�,NCE') Ir�pUi; �iulhr � s � U5r�ait-Assisted�:pp(ia.,n�2s colu�,n in T�c�le r�1 �ti�;d ��' } �� ..�.'��I�� 4GIum�V' rui�,^�'�w.'v.iJl�:� lRl��r�) r��.L�rj-^�. �1., � . 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Pa�JD=CnS VO��JITiP ��Ofi7 `=�� t�lY1Cj8��?� 1�'�-,�f�irum SiP,n '-!�0�Li�C�� i=C'c��:0 =_I_ __ ! _ IStep 6: G�1cLiate G.vduction �actor�RF). - RF = 1 minus R�tio R� = 1 - - �� I �i.�N 7; r?�t;U�c�t;;i'1SI�D��lODOi uD�r�llly 8� I'i 3��C!�llblfSilOfl c'�.Ir j, 'rnn i '''"_ '� i, i OJC�iu:, � �` � -�.rr,— ir,�� iL I Ofal EtuPrr inpuE of 2iI Ct�ii!U�JSTi�Jil nE^,��Ila(;,c� I(1 U��S�'1-Rc LAJ �Gn�,rf I C%In:.-��'��f��) ��1(I-J„ �ZLViiC Comb�_is;ion fii;c�p�r�irg�.N,� �i�,�=,0�,): Tr+;i HEu.lhr di-via'ed Cy�GGri B:i�(lir �,��;�i= �,AC)A,= i�00��EtU/iif��I�`'- inj i 5te}7 8: l.G1rU;2iF�4�ililliriUiTi GAQa.. ...-_ � -_. I tilir,inum C�;t]��= C�C;,�,m�ltlpltpd L•��' h�1iniT�um CF,Or;= X _ = in�' ( __..— �te�9: Gafcu[�te Gor~�t�u.,�.iun I;ir Op.rnin�� iam�'�;(CAODi a�' � �,�:„: �x GP,f��= 1.�3 rr�t�lffplred b��ihe squar�roaf o�P.��nirn�m C',�,(,q C;�[)ri� 1.13 z-,,P:��inirnurn ��.AU;�._ _�..: 'in �,_.,.r-�T.._._.—.__..,_ --�... �« I ''�f c � ' 't�,� �.-: '.,3, i � �:��l�l'..rr. '-� il ' j;,ir� �) �7�'�'�4�.iGr.U1�5 IL��f1G(1 �' r. C!�r:��,7�h��rl c��n �ua e;i�tl? .1 II l'.� �.:�C!_;al;Url.Gf U+ 'd ��jCiO(t.r—.'Sl� �.-Ji n r-f'� 1 P� �l— l � � __ _ � ��- � �a�. � V��.. �� .�`u�e �� `��e �� +�� a� �,..� �� 1��.6014 1FGC _�i PL�DI; F,.i_'��_E �-i. . � , i!=GC '_r'�e;�d::. �- 1��1� �-_ " . �c�l�`:"siii8� (^OP_-'bL15t10�: r;'1' ��Qili��,l_ �'CiLlt��? (P_�,��1_,-�,� ,�;ierin�- ��-citlr_�,� Ba_�` 0.1 L_�,��_:� R�:ir�- ol_ -,��:�n�.. _ � --_ - -i . 7 T { �. _ 11�_l';'.";"i =�i_- 1_1:ilLlc?1'Jll p c'_C �1.`_-_T�C� ��'�Gjll'.iQ � IT. � tali a_SlSi'i� r ' �\Oil-�21i-7551�Lc(. I.�pti't P�atlllg JTallcar� i�9=',' io r�-� 1J9='.� 199�' w Yrc 199-� (BI�l!I?1") ?�Zetl_�on P;ese11'- Pr�=�»t (fi�) �,000 ?j0 ;,�� ;gg ;�� .,�-, _ J IO;UOp ��JCi l�0 ;7� 1.U50 5�� 1>,Qi��) ij0 1:1-'� �5= �,�I� %�J _�,�;oOJ i,00U l,ti�� 7�� ?.�00 1.0;r ��:�00 ? '=�� 1_,�u%� 9�.g � -, � - - _.o-, 1�=1- ��'�.00C� 1_,00 ? �';0 �,12� �.1_�u 1.�-; ��,��Q;J I.;�O �,6?� I._i ; ,.,6;� 1 .8�� -;p,G00 �.��O�:] =,,�1�� 1.�0�� ',�00 ��.i ij(1 1�^5 1_�2i1�s1esoT�Rule Pa^_e S? o�9� �..,� .�� ✓' ,;�;��.(�` � �� 3;�75 1.b5� 4;?�� .36� r� - - - -. `��"._�-0.000 ? ^00 _,� ;,7�0 i,87� ,�;� �.��; ��.000 2,-i�0 4.1�� ,Qfi3 %i� �.8�8 _. ,, 60;OG0 ;,OGU ^.50C; ?_ '��n �,,;rr� ;;? �0 6�,U00 ;,��D ^:s%� ?,'3S 6.�-,: ; si3 70,00�r ;.>OQ j,��j -,;E�S i;��0 �;�� 7�,000 3,750 5;6�� =;�1; 7;875 3;538 80,OOC 4,000 6;000 ;;000 8,40p �'.�u0 � ��,000 ^;?50 6;3%5 �;.188 8,9`'S '-'.�6� 90;000 =!,SUO 6;750 ;;37� 9,4�p ,,,725 95;c�00 4,7�0 %,1�� 3;�63 9,9;� �.9�8 1GO;U00 �,000 7;�U0 3,7�0 10,�00 �,�50 1U5,000 ti;?�0 7,8i� ;,9;� 1L0>j �,51; . 110,U00 �,500 8,?�U _ �,l?� 11;��0 �;i7� I1�,�� 5,��O �,F�j `.�1� 1?;�%� �i.�)?� 1"'p,r�00 6;OOu 9;UU0 �^;�00 12;b00 6;;OU 12�,000 6;�50 9,375 =';6�� 1�.12� 6.�63 ' , , � �, __ �_ . , . _ . ' ' � � C � '+�o ��: ,��---''_ Tahle 501.3.1 � Procedura to Determine Mak�up Air Quantity For Exhaust Equipment in Dwellings Use the Ap ro nate Column to Estim2te House Infiltration Ona or multiple pcwer vent One or multiple fan- One aimospherically Multiple atmospherically or direct veni 2pplianc2s or assisted appliances znd ven'ted gas or oil vanted gas or oil no combus'tion apQliances� power veM or direct vent appliance or one solid appliances or solid fuel a lianczse fuel a liance� a liances° 1a) oressure factor(cfmfsf) 0.15 � 0.09 0.06 0,03 b) conditioned floor area (s�(induding ��'�� I unnnished basementsl Estimated House I Infilfration(cfm): �� 1ax1b 2. Exhaust Capaciiy a) coniinuous exh2ust- � only ventilaiion systems (cfm): (not applicable � � lo balanced ventilaiion � s stems such as HP,V) b cloihes d er � 135 � 135 � 135 � 135 c) 80%or largest sxhaust rating�ctm);(not applicable if rscirculating system or � � ii powered makeup air is elec[ricaily interlocked and matched to exhaust) d) 80%of next larg�st exhaust rating(cfm): (not applicable iT recirculating sys'tem or if pawered makeup air is elecirically interlocked and match�d to exhaust ; not a licable Total Exhaust Capaciiy i �"^� � cfm):f2a+2b+2c+2d � � «"* 3. Makeup Air I � Requirement �� I a) To'tal Exhaust Capacity from above � o) tstimated House ) I j � � Infiitraticn irom above t9 M2keup Air Quaniity , (cfm):[3a-3b) ��,�'a-� (if value is negative,no '+,��,,„ makeu air is nzeded 4. For Makeup Air Opening Sizing,refer to Table 501.3.2 �' `'� A Use this column if there zre other than fan-assis[ed or aimosphencally vented gas or oil appliances or if there are no combustion appliances. e Use this column if there is one fan-assisted appliance per venting system.0'ther than atmospherically vented appliances may also be included. � Usz this column if there is on�atmosphericaliy vented(other than fan-assisied)gas or oil aPpliance per venting system or one solid fuel appliance. " ° Use:his column if ih2re are multiple atmosphencally ven'ted gas or oil appliances using a common vent or if there are atmospherically vented gas or oil aoplianczs and solid fuel zppliances. 13 . � � 1�322.1104 Milulesota Ru1e t � - -� Page 2 of 8 � v C Y� wE��n �. ��.. �„�.,...,_�� Exception: If the local ventilation requirements according to IRC Section R303.3�are being met by the continuous ventilation system,it shall Ue capable of operating at a rate not more than 100 percent greater than required by Section Nl 104.2.1. N1104.2.2 Intermittent ventilation.The differeuce between the total ventilation rate and the continuous ventilation rate shall be based on flow rates as designed or as installed. � Table N1104.2 TotaJ and Continuous Ventilation Rates (in efin) Number of Bedrooms ;_� 1 2 3 4 �° 5 6' Conditioned TotaU Total/ Total/ Total/ Total/ Total/ space' (in Continuous Continuous Continuous Contimious 'Co.��nuous Continuous sq. ft.) 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 ll0/55 125;63 140/70 155!78 2501-3000 90/45 105/53 120/60 1�5/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 l40/70 ]55/78 170/85 185/93 4�01-4500� 120/60 135/68 150/75 165/83 �0/90 ., 195/98 � C�� -4�4�-5000 130/65 145/73 160/80 175/88 190/95 205/103 �„ ^�� ,�.�. 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000'- 150/75 165/83 180i90 195/98 210I105 225/113 � Conditioned space includes the basement. ' If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms,use Equation 11-1 fi�om Section N 1104.2 to calculate total ventilation rate. N1104.3 Ventilation system requiremeuts. The mechanical ventilation system shall be one of tlu�ee types: exhaust according to Section N11043.1; balanced, and HRV/ERV according to Section N 1104.3.2; or other method according to Section Nl 104.3.3. N1104.3.1 Exhaust systeuis.Fans used to comply with the continuous ventilation part of the mechanical ventilation system shall: 1. meet the minimum continuous ventilation xate in Section N1104.2.1 at the poult of discharge; 2.Ue designed and certified by the equipment manufacturer as capable of continuous operation at the rated cfiz7; 3. have a maximum 1.0 sone per HVI Standard 91� for surface motuited fans; 4. be pennitted to use a required overcun�ent protection device as a discomlect per the National Elect�-ic Code, incoiporated by reference in Minnesota Rules, chapter 1315; and 5. comply with the Mimiesota Mechanical Code, chapter 1346;which may require https:/1www.revisor.leg.state.mn.us/itiiles/?id=1322.1104 4/�0/2.009 DATE TIME CIT F ORONO CALLED IN INSPECTIOIV NOTICE SCHEDULED PERMIT N0. Zf�IZ —�L�I COMPLETED � ADDRESS ��'�Jlf�� Ca�si.�1�_ �V� OWNER TELEPHONE NO. CONTRACTOR �: DESCRIPTION � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHOREM/ETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � w 0. � � � + y�- �� , , 0 � � 0 � � � ; '.� � � /' Q � Z W � W � � d W ❑WORKSATISFACTORY:PROCEED Ci PROJECTCOMPLETE � ❑CORRECT WORK 8 PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY W � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT O CORRECTUNSAFECONDITIONWITHIN HOURS. G pHOTOTAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP OFDER POSTED.CALL INSPECTOR C INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (J52� 249-4600 OwnerlContractor on site: Inspector. l '�� -� White Copyllnspector's File Canary CopylSite Notice � — � �� DATE TIME `� CITY OF ORONO Ec ��a o w � INSPECTION NOTICE SCHEDULED � � -5 / �� PERMIT N0. �� "�� D MPLETED ADDRESS ��- OWNER T�P NE NO. " J637v CONTRACTOR - >; DESCRIPTION � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICALRI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL ' � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O � � O � W � Q � Z W � W � 1 �/� V ��WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE .o. W ❑C�RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED � INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cali for the next inspection 24 hours in advance. �952� Z49-46QQ OwnerlContractor on site: Inspector. _�, White Copyllnspector's File Canary CopylSite Notice �t/L DATE TIME �/ CITY OF ORONO CALLED IN ��-Z3 INSPECTION NOTICE oDQv� SCHEDULED l0-�-1 Z �� PERMIT NO.�D��-" COMPLETED ADDRESS_ c�J��oS ��-� �� OWNER TELEPHONE O. �O�Z-�KG"�DOO CONTRACTOR �J � DESCRIPTION -_L�'�ZUL11� �,(�� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICALRI ❑ LAKESHORENVETLANDS � ❑ FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEEf YOU:_YES_NO � COMMENTS: � W a 0 1 E''r� �� 1� ►��;1�C� �,c.j�' �'�+�—�°'� �. � � ,� �-U �`'v�,� W � Q � z W � W � j d W��RKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ❑CORRECT WORK R PROCEED C' ISSUE CERTIFICATE OF OCCUPANCY 0 ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL iNSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-460� OwnerlContractor on site:.� �� _ Inspector. �'„�� White Copyll�spector's File Canary CopylSite Notice �� DATE TIME ✓ CITY OF ORONO CALLED IN �� GI—1 2 INSPECTION ICE �/,Gj / SCHEDULED �0��2-/Z� /o PERMIT NO. ��vu /�° COMPLETED ADDRESS ��l�-el�l�.P �'� �-- OWNER TELEPH E NO. �l o�-g�-SD� CONTRACTOR - >; DESCRIPTION —l"ev`� ��-- � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILIING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ IAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE � SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOii TO MEET YOU:_YES_NO � COMMENTS: � W C � � O `^" J � �%1 ' �L 1 (,,...�✓ J 0 � W � Q � � W � W � � d W� ,{�'tlrARK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑ CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑ CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-46�� OwnerlContractor on site Inspector. � White Copyllnspector's File Canary CopylSite Notice ��—" ( DATE TIME , / CITY OF ORONO CALLED IN a �� INSPECTION NOTI E SCHEDULED �oZ-� PERMIT N0. ad`� 'dU gD/ COMPLETED �� '` ADDRESS __a��S ��u-�.C�P G�7�`� Gti OWNER TELEPHONE NO. ��Z 9/9 IoSS� CONTRACTOR >; DESCRIPTION l �S��- � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL �NSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPIAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP r ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNEH/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W C � � O _ ---- a �$Q � O � . W � � Q � (�d1Gs C000 /U z W � W � � d � I W� WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContracto it . Inspector White Copyllnspector's File Canary CopylSite Notice ��./_ ' ATE TIME � CITY OF ORONO CALLED IN ,^ � INSPECTIO T C SCHEDULED p�` �� PERMIT NO f ��D/ MPLETED ADDRESS OWNER ' EL HONE N ' o ' � CONTRACTO � DESCRIPTION � .� � ��L. � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � o __� ��- -c�r -"v r' C�� A c� f� -- �a� - .D << l�'-c�4-� ,. 6 � �C' ��+-� rL� A /�►.► ��^ ,-S �., ��;�r ri- _ j�e'.� �.�.4-�u't- � � (�5�(? ��' (� 'T-O 1�t� ��reJi`�G�.,c'c� Q ��{ �� n�� I � �?c� I � � � C�(�o S , �� /l,l �'C� n �� T� CZ�7�v�-�,�� -r ,.� r�i,�4 c� � � �- .' 1 S� � � S �A�3 (,�'(-�,� � _ � ❑WORKSATISFACTORY:PROCEED ROJECTCOMPLET� W ❑CORRECT WORK&PROCEED �SSUE CE CATE OF OCCUPANCY p ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN �CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR C INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. 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I U5E(I)�b T TE T. .FT6. y� T .8" I ,^ I � � � Gr, � �� .qb'-4" -� EL. 108' ' � O O �� I I �� 8'-4" Tf4LL #�OUNDA�TION WaLL � a_ab-�� I V' I o� V �` -Z I "; •� Future x I -Z �I N I SHED ROOM 51 ZE5 � I � � � � I - Pfnfsh � ,,,,a A.8"WALL Future I � 4•co�c.s�..�s � ,2� I I ,� n�s vau�rc w+�e�, STAIRS 86 5F � �. ioe�-a• B�droom �� r.o.suB ,� � � r�nRm sr carrrrzr BEDROOM 154 SF Q I � T.O.FT6. 4•aoric,�tAa q �+ I I �+ .�oe r�5,inc,raio irs PJ...Qb'-4' r EL.100'-4' E�RE�A5516l5� LY wlc �8 sF °' � I = 9'-6' � 14'-8' "f'-4' IO�,�i• .��aoT�� BATH 85 SF I I assi6t+s. Pu,oa�ir+e�Y IT MAY NOf BE OTIHtWISE MEGHANIGAL 350 5P T.o.FT6. I I ��f!sr,r�xmx.a� I �.I�'-0' M�� HALL 73 SF — I I �a'CA1Rk3 W/ .FOOTIN6 2'-b'x 2' 'x 12'C,ONG. r.o.4•G1KB " I ro ANY PB�oN oR Exnn REG ROOM 526 SF i POR 2x6 BR6 ABOVE FT6.W/ )�5 EA.WAY (2�cti wnt.t. AhU �.ioo'-4• wn+ar,M encH i�srurce, TOTAL 1,332 SF � � Future � � 4'�i' b'-O' I �� . W.I.G. I ►�r a�x ir, �^ H��+wnLL � I ° � a•coNc.s�.pe — — — — — — — rw. R«»w�ad. �-0� I .fl — - - - - — — J � — �i .ux�e,ao� �- - - - - - - - - - - - - - - - - - - - - — - - - - — — — � � 9'-I' 3'-101� I � .uxa�.aon � — - - - - - - - - - - - - - - - - - - - - - - - �I I O — `° � u ure o � Q ��,,� ' �� Ha I I r o' p „��,,� 4'C.OMG.9LAB I I I � S T A R T S L A B A T O P q��'• I � BGith �' �� ^, I `Y � \ OF WALL AT BAG OF C�J i�a n-tia��vt r I i ;- � I ' � 6A 6E / � , � - - - - s�-b•X 2�-e•x i •cowc. L � I nt� I FT6.W/(�)�5 EA. Y • �"� shcd I ^ I TA.FT'6. I ��— I,—�, — — �' � L — — — — — — qir'r � I , EL. 104'-4' I " VOI '� — — — — — — — T.O.b"GURB \ I V^ I — — � - - - � I I E1..108'-4' I ��;��a / � Q � i � � io-e� I i ^. � �a s�w w�is�e ib o.c.vv 4 DI�INTILE /1T �° � " � ib•vom uoez �.� r.a e•cru � - _ I in•a�,v_o ev-exr. �, FOOTIAIfJ ON EAGH I � I 4 �T� a o� �. ioo'-�• Q}� I � � ='�• WAI.L A5 MAtZlGID � M S�toran�e� � • � o ��o N � z°� g � Q I I DRAI - ^ I 4'GONG.SLAB �� T.O.8'WALL I I � � I � I � EL.108'-4' I z�� i � I � I e. 350 SF _ : I �� I � ��-�: � - - - - — J r � � � � � Unexcavated \ � - - - - - - - - - - - - - - - - - - - I IL 4'GOPlG.9LAB , ^ 9, . � � , I / T.O.SLAB I I � VARIES I � - - — — - - — — - - — — — - -I � — — — — — — - - - - � \ � I I , I � I I �i / T.O.4' I I I 8,ABUTh�NT WALL � / rA.4'GURB �. lob'-4• I I ',�fl 32�.�j� I T.0.108'�B EL. 108'-4' -1 TA.8'WALL V T.O.8'WALL I�'GONG.PIB2 WALL!PI�L w,.Nir. 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A o.c. � � y / - -___- x �+ �� O 9 '' , N O� � � �� X - 3�"q � _ � – �-p� � �1' � � � � �o (J� rS o � � � � � � � �� $ � c � � r �Q --- -- � �� m r 3 � � �� 9 W � �� i� � � � � . �� I N r �_8� � 2 2xi 5-9 ' (?�30 60 SH 2 4 2 4 (+33,� 2'-q�" (+'il•) IO�,.y�• (�'!I") 2,�1, a 6'-0' � — 3��#. 10'-4,�' ?'-8' 15'-II�• 34'-0" E�� i �� D� D � �� COUNTRY JOE HOMES �' + N � � RIGI-iMONG i i � � � �� YOUNCFIELD SERIES I TV�10 STORY � � � 6 � �� ,e�� 18133 CEDAR AVE.S. � �� 4 S�DROOM � � � � � � �� FARMINGTON,MN 55024 �� Phone(952)469-4066 � � - NEW STAIR REQUIREMENTS 42�-0� � H O" II'-IO�q' I'f'-I�' �3�-0• O (Y v N W � � � . � — - - - - - �� 2 N � o °m' �' is�-o• w � � � � MIN. TREAD 10�� - ��4 � . q�� I 3'-0' II'-I�' I 3�-p• 6�-4■ 6'-8' O �.0 A O N M A X. R I S� 7-3/4" svxae r�. (+s a•�X �s 4•) 42 (+s 4•) H w F o MIN. N051NG 3/4" p�( u- M z � MAX. N051NG I-I/4" TO� snr�►+ei�+-r ns�..n,E(e�-i-va•I E'- � o��o �a a IRL A � � � Q 13'-0" Z � R' '"''� TRAY VAULT � � � � � ;p �')STEP UP GEILIN6 r � MBath r �� I � � � 3' 3 ' c.r. 28 I RUU6H-�N I � � ui�'Q�� Bedroom #2 � ,,,,� ;� � � lirm '�' n�s voun�r ws� � c� I �t I— � GEILIN6 P "—' � �,u�+c�� ROU6H-IN � �n�;saar � 2 '� Fat ne Besir oF caNtxY � 2' ' I \ \ I / .1oE HpkS nro IT5 E7�E5 � r v� 3��. • g�sj�• A5516tLi. Pu,oR�IN6LY � 4�-i�• �, I Mastar I 'T w�,Y"°r�o„�w'`.� �u�a+a',��rm �o O � --Badroom �\ — 5 � Miwrrv�a�oar,s� � ro nxr�at txnn WTFIWf,M EKM INSTANGE, 4'-� � � � � nf�rr�r�ca+�arr � oF caatirtr.a�Mc. N <`1 5'-0 BI OLD 23'-0' � � i � , 5�'�� °� l'-10' � po. R.wwn vat. J _ — _ — — — � �I 22x I � t �F � p .�Y�.� . � �.I.G. ATTIG � .ur z,aon - c' ' �, � QAr� ' --.�' � �"'� '' ' '°-� e ,��,� �I I � Ba Hail �yy� Q � G.T. Ej'-� • -I�--��''�T#2� I � 4� �,L� 4 NA�3T?O,201Z � �=�r 9� � l v4 `� • ry / �� u 32' � � 3� r Ir rtir.� airr � �j I � ' ' I HANDRAIL � � �� ur�aF� � — ,� m , :lo' Stafr � � � +� Laundry � 30 � �� I L� � — �" " _ � . Q m � � o �o�s�r8�auc�r-oR� � - � / � GEILIN6 F � "';� � � GEILIN6 FAN � Q a 0 n�-se Nw..�s � R,OU�H-IN �n , ROUvrli-IN O 0� •r � o I ��" n � Badroom #3 �� e \ r �F� 9'-10�' 14��. � 5'_3�• 12'�-4#. � I 61RDBt FI)�Dx ' 24�+54') T I W.�.�i. • ' 7F�' — (2 3�XG0 hwA.LED Q q V ( 4'-9' 4'-�t' 7'-3' -►'-3" � (�J 36xbo t�uLLa� 2-I�' 3'-b�' 6'-I�q' (+24•) 6�_g• a.«.+.. TYPIGAL EXT. WALL q��• �4�-(�• 18'-0' v�erAloN3 i acb 5i11D WALL9�Ib•o.G.W/(li=Iv . FIB�£�IA�6 BATT INSULATION 4 MIL POLY VAPOR EsARR182 t V2'6YP.BD. c.r. IN51DE AN�I/2'BUF'FALO BD'EXT. 6�J0-12 32'-b' �M TL9 � ��+�+.� RD w i SEGOND �LOOi� PL�N P`'� SG?�LE: 3/I6" = I'-O" �–� � � W ' � H . O � N N�W STAIR REG2UIREMENTS = � � � ; 0 ° � a � � � � mrr � Hw ° a �� (L V � y MIN. TREAD 10" �- �-��4 � � M � o MAX. RIS� 7-3/4" E"' � � � MIN. N051NG 3/4" Z � ~ � a MAX. N051NG I-I/4" � � � � � DI .WI n+is vou�+r w4s e� AS I �nw�ar courrrRr JOE HOhTS,ING.,AND 175 t'RE-EN6INEERED R�OOF �n�s�s saaY O 4'O.G �T��T��' .nE i+orr3 xo tt5� P5516N5. ACGORDIN6LY IT MAY NOT�OTFERWI.�iE �IFYAI Bf,(�RDqIG� M PM'MANBi qt DEiNH� /8"' 6YP. R RDOF INSULA ION ro uir�oR txnn OR I "5 X RE515 wn+ovr,n+�It+Sru�, 6$.OVER MIL P LY ��'� cf taurrrrr.r�n+c. _ � � ( r � >` '( � �, � l� jC J� �., ��(" " �( ��('�; x �� . � x_ y � - ,� Ib. R�wbn ad. , v u � ) , h , . i= / _ ,) )�, , " � ) )( C �� )� �� ., k � X , �)� � )( )�) �, , )�� >C � r � X i t 2ND PLOOR GL6 h - . E1.EY. 12l'-9' � Qi .u.r e,aaz V B. � .ur a�,�on PRE-ENEiIN�REl7 ROOF I/2'6YP.BD.OVER �srµ,�on TRU55E5 0 24"O.G. HALF HI6H 4 MIL POLY V.B. WALL VU WOOD GAP Q �sr eo,20� f+�40') � Laundry 3��i�� io�-�• � � �um (+�a�i•) �.�.... II-VS"`JI .lOI5T5 5� HALP HI6H � YYdALL Vr/ FRAMIN6 PLAN D GAP __ 2ND_F_L__oOR__� ,yq ELEV. 119'-?-'i/8' - --�-______ = TOP OF PLATE ELEV. 118'-7-I/4'� 5/8"7YPE 'X"6YP.BD. � 4�• PLATF HEI6HT AT 6AR�E OR I/2'SA6-RESISTANT - ANI�HOU�'.�E ARE THE SAME ( Stalr q Q�0 I �° ��0 ��L��eE 6arago o Dining Enbry �•HI� � �� SET 4" DOhW FROM F� TOP OF POURED WALI_ OF RWALL AT SAGK OF � 'p R�AIL�INS� RJR oUT WALL � 4"GONGRP'iE SLAB 6ARA�E ' GONGRETE TEP � _-- � _ 15T FLOOR TA.4'GURB BEYOND __ ELEV. 108'-4" � ; ,yd F1EV. 104'�-6-I/8� �_._ 10'-b' ` - -- OF 8 CA -�iRP--� � ELEY. 108'-4' 3/8°EXP.JOINT ENTIRE p{�p,e��A7�p 2x6 51LL 3'-10�' PERIMETER OF SLAB MAINTAIN A MIN.GL. PLATE W/51LL.�EAL INSUL. b M$chanfcal � OF 6'�ROM 6RADE 3/8'ANGHOR STRAPS O 6'-0'O.G. StOr,A e (3)2x12 TO 80TTOM OF 9 srizir� �..,,,.. 51DIN6 T.O.�T6. SEAI_ALL JOINTS,GRAGKS,OR OTHER 5 AIRS I-2x10 . s6cTtoN ELEY. 104'-4" � - -- --- --- - OPENIN65 WITH POLYURETfiANE GAULK s� SIPRE�STREATED2xb ' _........ —.._... -- --- ---- -- -- ----- -- — POR RAS�ON f'ROTEGTION 2-2x12 SEPd_ INSUL. � 3/8'ANGNOf2 a... STRAP�' O b'-0'O.G. s�-�� 4' GONGRETE SLAB 8'-4'WP�LLS-(1)2x6 TOP ns . PLATE .....y _ TC�Q�EQQTIN� f¢� ELEV. 100'-0' Y i BUILDINC S�GTION �-6 -6 SG,4LE: 3/I6" = I'-O" , • • . ' " ' �1 N C� C � � � � m � �� --� x � � � � �� + �`�"� a � �� . z �� _ � _ � � � z �� .- _ - (/(� � q7t � �� } � � � � � � � � V' �7e ~ p S� �QO �� 6 � i� o rn � $ �� h� � � � �� ,� - - � �� _� . - � . � � , , � � � � • � � � i� '`�-r '.Y� � 8'�8�' II�' 4'-I�' II}' Otl}' � � -g( (� O RO O p • m <y—Zp�1� � g <—�1�,y I' F ftt7��y*i �'..� �� y � ��11� �O� Fn� �.� �� D �17 � � �lo �� E �� N � � ��I�I� p �u�F � 111 ti �� a �!a $�� g ��° � °� �� b'',� � ��6 �';� s � �y� � fi � � � �� I ��y �� +� � 8 � +�� •''� �� °� �� . 89 �.�� • � � -�� • � ' � a �. �� .� � �� t�� D� D � �� COUNTRY JOE HOMES �' � �+ N �� RIGHMONG i i � � � �f�� YOUNGFIEL� SERIES � TWO 3TORY � � � S � �n�� 4 S�DROOM � � �� }� 18133 CEDAR AVE.S. � � � � � � FARMINGTON,MN 55024 �� Phone(952)469-4066 -- _ __ ___ __ _ __ _ __ ._ •_ __ _ _ _ _ __ _ __ � _ __ ,_ _ ____ _ ____ _ — ___ _ __ _ __ _ _ �� I .�... " HEA�ER SP�►NSo I� io�w y . ,�oiece�,�N��tramma v��n.ro.tr�me c..m�::vo�x:e c�ia� • m p . � ii ��s�ine eamer:w�k�cwce ro,c,e�a raaeman��o�a�o� o w w 1'� , i �m m 7.,.._w �� . ; � . -»y T 4' — 11" = 1 1"i2IMJ1AER. j ~w z�� t�- P O ..._.. U Z�a�m� . o �w -� � �o �:�. ,_.., �o�, � � � � �.d �- Ly 5' —0" AN� BIGGER =2 TRIMMERS. ��3� ' oo�o�� o�� wu . no�'^mF �li �� = m.�.vi� i ,..w._......, '**** z a WW.. ._ .�� -- �� .�� UNLESS OTHERWISE NOTED � ". � � + _ _ _ __ I, �mQo�� mJNo-iO� i ..Are....s�..... �..T l ��.::.�.... � � 2 2 Q Q�H i u.,,� �_, � �.�-'-�'"� ��3 u a a rc�� I .� `..�.. - �,I =�MFuO �..�� . . '"'"" ,Qi;m,� :: � Start Joist Layout Here. � ��W��o � ' "" Framing Connector Summary � , �om�.,ao,�e--a�� I PIotID Qty Manuf Product Design Method Filler Supported Mtl a�>�a u aEa.el��•ecxrnawu `.. O�W N�� . oebwwnenprtur�l I H1 1 Simpson HGUS414 Designed No 2-1 3/4"x 11 7/8"TimberStrandOO LSL Beam(1.55E) No b Stiff I,I i ��=LL � __ Rim �>>�..o I I .' �.�roo.� ' _ _ — — -- ' 'a W�`a . ,'i I H2 4 Simpson IUS2.06/11.88 Designed No 11 7/8"TJIO210 No 2 TRIMMERS ---�—r - o a z o I � � ba��,��,a __ _ 9 Products P l i e s N e t Q t � --- I'� � � ;j :. ;� � I � ICS', m o x�� . _._ __ _. _ . ---. . .�:.. EACH END t { BB'OHdt-2 i �� {: ICS I�� m m°�a W I II ;� ,�� PIotID Len t h Pro duc t __ _ y I CS � 1 f �' � CSi 7 dl ' F3ar 3R'n" ?� �ig TJIC?210 � 1p � ,I � � � TSHd1-3 �'�m"'� a 1 6 Rim " 4 � ' Rim �:�> a � F34' 34'0" 11 7/8 TJIO 210 �i + BBOHd2 2 �� ; � t { , I � ,--,r _ N�a o - F22' 22'0" 11 7/8"TJIOO 210 � 5 � : �}-'` 'b � � � � f � -'� � � r�J F18' 18'0" 11 7/8"TJIOO 210 1 7 ; � " � '7�� '� s � � . � r �� H �� q r �' ��1 . 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BASED UPON THE ASSUMED VERTICAL LOADS.BUILOER IS RESPONSIBIE FOR � �p — � -- -------� � �- ------- —--� --- —-- OV RALL DESIGN OF THE STRUCTURE AND I j 18900 West 78th Street I T IS STRONGLY REC�MMEND i { P�an/n4odel tt RICHMOND II Job#: 18627 Release Date: 8-24-12 ; E TNAT ALL DRAWINGS AND CALCUTATIONS BE REVIEWED BY THE (N _, — ', — ----r -- - �- -�- -"� CM411V1�55eY1, MN --- -�----' -- i ENGINEER OF RECORD FOR THIS PARTICULAR PROJECT. j s�bdoso�. ' - - Jave1in Revision Date: 8-24-12 ' �w�w. —_J #952-470-4817 — -- '—- -- ------ _— - ___ -- — -- ---- _— �3G5 (01�� __� L�y--e l.—�� " -� C 1.� - C��,�l C` / \ �{ �'�'ry CERTIFICATE OF SURVEY ADDRESS!2365 GLENDALE COVE LANE �� '\ ' � � . _- __ -- _ _______ ___ � � l2. - FOR a0� D f COUNTRY JOE HOMES NOTE:ALL BUILDING DIMENSIONS ARE SHO��'N 1'O OUTSIDF.OF �— —�— —'— — _ � FOUNDATION .� .\ .\ .� \ .� .\ cnicH '� ^ easw �� '�A�IITARY ��'� � •L� � N1ANhOLE �• \ _ �� , � 1" - 30' �� ('� ��ro� �. . �� i o00 0 ��`�� ?S q ho�F \•� � si�9s ��38�4.�� co �\ _. — — 'o00� �36 4 �ooc � tic,� '� '.� �' _ � � 1=00.3 4��qhiT� �T�C �' � • �% \ ��r�urv �tiryo�yc� (�� r�oxes �e�� \ i o0o z � `�2�,�� r�,�� \ O --___ A ^ \A� \ p� � IOUI \ ��`SFO � � � � � � ��f � �� /�� \ � ) ��r �� 2�` \ 1002 \\ �DO�>cG�F O!r � cn � � \ � • � �, ;� , �� N � , \ . � �� ` �, �� o°�s a�`� s o� i oo i.i n A, �' \ ��oO� <� `>'�� PKOPO,Fp vlT� �� 'P� � �� J \�,, ��\� ; EWAL�� . �lT�s�.��"Py�, � .\ O S� 2`'��s \ � Y� / � , "�''�`. �' � � �l� ��,. A y� � �� - -----J � �Z � � � i a� i' PROPOSED � sF�� ,��,�� \ �� i� a� ' li HOUSE _ � v� �o�<y� � � � �- �, � �� y 2 STORY � � �, � V ` o CnrCr '�� g\ s� �'�IWn �'Co �i � �J�,Kt �� O\ / O � BA51�1 ��1,��,�_o. �� C9 Z� �� , �� b� '�N � '� � '� �� GARAGE /'�� i fJ �� o c� .r P� �'y, �,/f/ � i A V � �F A � I ��'� .9�y��Os� � �.5� �� '� � � ��Q �� '�:,�� ;�= � � 996 �. � ,� UTiuTY � i � `�� I BOXES '\ \ o L � L_ 8L o�9 r'� `vy o .\ ooz� �� _� � � ,� �, u�� 1, - _ _ — FES v' 1 � �\ � J (a � o� O� 'M�=992. 994. 5 1Ly SRO ONCE � � ,.�\al �O � N90°00'00"W s ' m / � .� L? '' `� / N. L a ( m ��PG / ' c' z � ��' s C'7� O 6� � � '�'� PONo � O / �- � �a�AreR e�ev. = 9�9 a 7'O Q � � � • :-� ON 9-29-I 2 Q Q � � � v O � / �v ouN�iP i 2�ss � 1 / o s souTr / 5� / Q DENOTES IRON PIPE�10NUMF,'�IT SF.T 1 � s � DF.NOTES FOUND IRON PIPE MONUMF,'�'"f V 993.4 \ � �(p�/�� — DENOTES PROPOSED DRA[NAGE DIRECTION � �� O�� DENOTES SERVICE LOCATION G�^o�� DENOTES WOOD IIUf3 ��j� ooc.o DENOTES EXISTING F.Lh.VA"I'ION 000.o DENOTES PROPOSED ELEVATION DENOTES EXIST[NG CONTOUR 992.8 o�� DF,NOTF.S PROPOSED CON'I'OUR -N'FT� � .T��WL� 1(E,T • WET LAND \\� SLTBACK[NFORMATION: �`�\ FRONT=30' PROPOSED TOP OF BLOCK ELEV.=10053 \'� SIDE YARD=10' PROPOSED GARAGE FLOOR ELEV.= 1005.0 4'\ REAR YARD-30' PROPOSED BASEMENT FLOOR LLLV.=997.3 � �ity of Oror�o �� LOT AREA=14,094 SQ.F7. planrling b Zoning Plan Review �� t�ousE AREa=2,>>9 sQ.FT. 2 NOTE:VERTICAL DIFFFRENCL[�ETWE�N PROPOSGD PORCH AREA-208 SQ.i�"C. Site Plan Review Oate: GARAGE FLOOR&PROPOSED TOP OF CURB AT DRNEWAY AREA=949 SQ.FT. CGNTER OF DRIVEIVAI'-3.4 SIDEWALK AREA=85 SQ.F"f. � TOTnL HARD COVP R AREA=3,361 SQ. FT.'?3.R'% ^ APPROVED APPROVED WITH P.EVISIONS(see notes) ��NCH-MARK TNH AT THE END OF THE CULDF.SnC p DENIED ON ULENDALE COVE LANE,TNH=1008.05 NOTE:THE EXISTING TOPOGRAPHY SHOWN IS StBH: �� BASED ON FIELD SHOTS TAKEN BY BOHLEN � /l/� p SURVEYING&ASSOCIATES ON 9-A-12&9-29-12. PROPF.RTY D[iSCR1PT10N ��o = D� �� LOT 9,BLOCK l, �� B o h I e n CLENDALE COVE,CITY OF OR01'O, HENNEPIN COU1'1'Y,MINNES07'A. S u rveyi ng & Associates I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR 31462 Foliage Avenue 1584 Cliff Road East UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED Northfield, MN 55057 Burnsville,MN 55337 LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. Phone:(507)645-7768 � � Phone:(952)895-9212 � � � Fax:(507)645-7799 Fax:(952)895-9259 DATE: 9-8-12 REVISED: 10-9-12 THOMAS J.O'MEARA,LAND SURVEYOR C\projects\oronoAGLENDALE-COV6\dwg\lot9blkl-CERT-9-29-12.dwg MINNESOTA LICENSE NO.46167 . ; • . 1 • emo To: Finance Department From: Christine Mattson, Planning Assistant � � �, CC: Street File Date: July 9, 2014 G/L: 101-22205 Re: Escrow Refund Building Permit #2012-00901 pertaining to 2365 Glendale Cove is complete. Final CO issued June 23, 2014. Please refund $10,000 to the applicant, Steve &Melissa Barnier. The following is attached: • Original signed escrow agreement • Copy of cash register receipt showing escrow amount received Mail to: Steve & Julie Barnier 2365 Glendale Cove Long Lake, MN 55356 w:\street files\glendale cove In�2365\escrow refund request 2012-00901.docx TEMPORARY CERTIFICATE OF OCCUPANCY ESCROW AGREEMENT Orono Building Permit#2012-00901 AGREEMENT made this�o day of� v�Ko�v , 20 13, by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and Stev and Melissa Barnier("Owners"). Recitals 1. Construction of the new residence located at 2365 Glendale Cove the ("Subject Property"), legally described as Lot 9, Block 1, Glendale Cove, Hennepin County Minnesota, is the subject of building permit application number 2012-00901 has been completed. 2. Winter conditions currently prohibit completion of exterior improvements, final grading, and vegetation establishment. An as-built survey cannot be accurately conducted at this time. 3. Owners request the City issue a temporary certificate of occupancy ("TCO") to the Owners so that the Owners may occupy the new residence. 4. The City will issue a TCO only if the Owners establish an escrow to ensure completion of exterior improvements, continuation of erosion control and submittal of an as-built survey to the City. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit an additional $7,500 to be added to the $2,500 currently held for a total of $10,000 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 assure completion of any exterior improvements, final grading, establishment of vegetation as well as 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 #2012-00901 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 the review has been completed and written notification is received from the Owners requesting the funds. 155441 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. 7. ACCESS TO SUBJECT PROPERTY. The Owners hereby grant to the City, its agents, employees, officers and contractors, the right to enter upon the subject property for the specific purpose of inspecting and completing any exterior improvements, final grading, establishment of vegetation and the restoration of the subject property should the Owners not complete the work by the specified dates. CITY/ CITY OF�U7�UNA OWNERS: /`� ,� � By: Its: � �j�y��'l_!'1�.�'- � Internal Use Only: �Original to Finance Department G Copy to Street File 155441 l�.:L�� +JI ilr'VYi�J '�?a�1 N.eile:� Farkway Orono MP! �`53`E 95:'-?.4?-4�0C; kateiat N��: 3.00B37c^ ,Ian 31, ��13 Stever: & Melissa Rarnier� �'tar�nin� anu Z��r�ir�q c�l��9U2 �365 GIet,dale '.�'�".�'!�' I.GVZ 1`!1-2��fJ5 Deferred kev-T�ev�lr,Per Deposit fiotal: 7,`GC�.:Ft� l';he�k ------------ -- L'heck N��: �156 7,�n�!.G'�z F'ayor: Steven E Me?issa Barr�ier Tutal Rppl ied: 7,5��0.r3v Change Tendere�: .��1 �I�IJ�IL1r��J V7�*+f�f't_.__._'___'�___ � CITY OF ORONO * z 0 1 3 - � a 0 7 8 * 2750 KCLL�Y PARKWAY �ATr �ssur�: o1�3v2o13 ORONO, MN _553>G- (952) 249-4600 FAX: (952) 249-�616 ADDRESS : 236� GLENDALE COVE Ln PI N . 3�1-I I 8-23-33-0068 LGGAL DGSC : GLENDALE COVE : LOT 009 BLOCK OOl PGRMIT TYPG : GSCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPG : RESIDENTIAL CONSTRUCTION TYP� : ESCROW FF_E-TIGD TO [3UILDING PERMIT NO"I'I:: "I�tiIS$7i001S"I'IG[)TO 13UII,DING P[;RMI"I'#2012-00901- PD CHEC�#21j6 13Y S"I'EVF,N 13ARN11;R - I/31/13 APPLICANT ESCROW FEE- BUILDING 7,�00.00 f3ARN1ER, STEVEN P ESCROW FEG- GROSION CONTROL 0.00 2365 GLENDALE COVE LN LONG LAKE, MN 55356- ESCROW FEE-GRADING 0.00 "I'OTAL 7,500.00 OWNER BARNIER, STEVEN P ?365 GLENDALE COVE LN LONG LAKE, MN 55356- ACREGMENT AND SWORN STATEMENT l�hc��urk fur��hich this pennit is issued shall be pert�irmed according to thc approvcd pluns and spccificatiuns,applicablc City appruvals,nnd thc State 13uildin�Code. 'I�his permit is for unh�the work described and does nut�rant permission tbr additional or rclated work��hich requires separate permits. nIl pruvisions of la��s tind ordinances�o��erning(his h°pe of��ork ,h.�ll be cumpied with�chether or not specilied herein.'�his perntit��'ill ��pirc and hecome null und void ifconstructiun authurizcd is not c�iinmenccd��ithin I 80 da}�s of ihe date uf i;suance,irr if contitructiun i, suspended ibr a period of I SO da��s at.iny timc atter�cork has commenced. l�he.ippliaint is responsible fix assurimz all required inspcctiuns.u�c requested in cunt��rmance��ith thc State C3uilding Code.'fhis permit may be rcvukcd at am�timc tbr duc causc. / / / / /�p�licant Permitce tiignattu�c Uate Issucd 13��Si��n�uure f)atr SEPARA"CE PERMITS REQUIRED FOR WORK O"fHER 'I�HAN DESCRIBED A[30VE. BUILDING PERMIT ESCROW AGREEMENT urono Buifdinq rermi"t��uil-uu9u�i AGQFG�A�AIT mur�lo 4�11S �L� �3y�Cf L, W1�LV '�(�1 t�- �iy N!lrl. �iofi��r�on tho �ITV �1C (1Qf1Afll a tilinnesota rnuniciaal corr�oration ("Citv"1 Steve ar-� Melissa Barnier ("Owners"1. Recital� 1. A building permit application has be2n filed for a principal st�ucture located at 2so5 Gienaaie Cove 'the ("�ubiect rroper'tV"), leqally described as Lo't y, Block 'i, Glendaie Cove, Hennepin Coutity t�iit?i�e�o[a. 2. Ovvners request the City to review this application. 3. I he C,'y ��dl c^mmence ItS revie�s�et th� c��^.FIlC321C^ �f',d if?CUf CCStS �uSSQ!';�[�d UJlth S�Iry f�VlB`,^.� pn��i jf tha Cl�qir�ar Pgtahlichac an acrrn�ni tn ang�,if? reimb!�rsement to the('it�i nf itc rpctg, ��ur ��rr�rr��r T��r r�ri+ w�r�rr wn r�� un. T w r� IVVMV !i�zE-f�Cf._lJfci_i 1 fl['_ "/-1I�'i 1�['..� Hl')l4C.f:�. N:, 1..�/� �_L�VV:r. 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously v+rth the execution of this Escrow AyreetYtent, the Owners shall c�epusit$2,500 with ihe Ciiy. All acciued inieiest, if any, 5'riall be paiu io iiie City tu icii�ivuise tfte Ctiv Iiil Ii5 C;tiSi iil 'dOfllliil9LC(IIli3 �iiC cSi;�CiW BCCOUiII. 2. �URPOSE OF ESCROW. The purpose of the �scrow is to guarantee reirribursement to the City for ali out-oi-pocke't costs 'tne Citv has incurred Iincludinq planninq, enqineerinq, in excess oT $5uu, or ieqai rnnc�lt�r�t �P\fIP\N� nf \A�I!� !nCUf Ifl revie��ing th? r��fl. ��I�!D�? e?!penses ShH�� D2 CQ!?SlSt?f?t \N!TFl PYYPl1CPC ina n�M?Pf5 NJni_11�1 r1P �agrnngihla fnr 1_an('�Qf a huilcii�� 1P�lT�1t annlir_.�tinn. ThP PSrff1W WI�� a�$(1 ni_��rantPa reimbursement te the City for all out-of-poc!<et costs the City has incurred to assure that the Nrork is completed in ?rCnrri�nCe �Pnth th� St0((1'l.N�±�r Pn11iN4in� Drc�rcn4inn Pl�n �r�ri tF�c rvn�iicinnc nf (lrnnn (`i}�i (`nrJlc rh�Nfcr 7Q The financial security may aiso be used by ihe City to elirr�inate any hazardous conc�itions associated wiii� the v✓ork and to repair any udilla�C tG NU�iiIC �ifG�iCliy or infrastructure tl-�at iS CdUSc4' u'y'tha vvork (ii�ciuuiny p{a��nir�g, �n�inaeflR�: �� IPg21 consultant fevlew) c�ICSOCI�tPCj with b!!il�i►1g �?erm�t #2Qt2-fl09�J1 if ��mpli��r_.a with th� apr��p�!yri niJjirlinry ��P��mii ic nnt arrpmnliSherJ. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a biil to ihe Owners. uwners shali be responsibie 1or payment to 'the CitV within 3u aays of the uwners' receipt oi oiil. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment io 'the City within tne timefirame ouiiined in #3 aoove, shaii issue a Siop Work vrder until tne uwners pay aii expenses If1VUiG�U (.�LJiSlldll[ [ii ira. I(Ic �.ItV ITl"dy UCaVv ilGili if1E c3i;(�OYJ dCCUU(lt vriti}out furiher B�pfOVB� Gf iiie vVJiIE(S iii reimburse the City for eliqible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escraw, if any, shall be returned to the uwners when 'the review has been compieteci and written notification is received from the uwners requestinq tne +unCs _ 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eli�ible expenses incurred bv ihe City exceed 'tne amoun't in escrow, 'tne City shaif have the riqht to certifiy 'tne unpaia baiance to ihe SUC)�t'r3 �i(ri�iE+(Ty F)llISU�!flt t0 �Vllflll. Jtcil. ��4��.�J I etfll! Jt�O.�l I�_>. - - � CITY: I Y OF ORONO OWNER; �y � � �L ��.�-� ��_ �ts:� ��j�1�.2.,�.a�-��.�-� I internal Use Only: �C�riginal to Planning �Copy to Property Owner �G�py to Street File � I i Cit1 nf Orona 275U Kelley Garkway Orono MN J�J.}J6 9`�-�49-4E�4G ReceiRt No: 3.007719 Oct �, 2012 Steven 6arnier Planninq and Zoning 2�i12-4(1984 c3�5 Glerrdale c,5t}O.GO Cove Ln 101-2��05 Deferred Rev-Developer Deposit T�tal: -----2,50�i.00 Check Check 1d��: �14� �,5Du.()G F'ayar: 5tever� Barr�ier T��tal Roplied: CTJ��.DO Ghar,ge Tendereb: � .4G 1G�/tr2/2UIL G1:49F'�1 -Y-Y--- ' � CITYOFORONO * 20 12 - 009s4 * 2750 KELLCY PARKWAY �ATr issuE�: 10�02�2012 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 2365 GLENDALE COVE LA PIN . 34-118-23-33-0068 LEGAL DESC : GLENDALE COVE : LOT 009 B LOC K 001 PERMIT TYPE : ESCROW FEE-TfED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PGRMIT NO'I�f',: 13U(I.nING PERMIT 2012-00901 $2500.00 C{IGCK 2142 APPLICANT ESCROW FEE- BUILDING 2,500.00 BARNIER, STEVEN P 2365 GLENDALE COVE LN TO�'AL 2,500.00 LONG LAKE, MN 55356- OWNER BARNIER, STEVEN P 2365 GLENDALE COVG LN LONG LAKE, MN 55356- AGREEMENT AND SWORN STATGMENT The work ibr��hich this permit is issued shall be performed according to the approved plans and specitications,applicable City approvals,and the State Buildin�Code. "Chis permit is for only the work described and does not grant permission ibr additional or related work which requires separlte permits. All provisions of la�vs and ordinances govcrnin�this type of work shall be compied with whether or not specitied herein.This permit��ill e�pire and become null and void if construction authorized is not commenced��ithin 180 days oPthe date of issuance,or ifconsvuction is suspended 1'or a period of 180 days at any time after work has commenced. 'l�he applicant is responsible t�ir assuring all required inspections are requestcd in confonnance with the State[3uilding Code.This permit may be revoked at any time for due causE. � �`� � / / � / / Applicant Permitee Signature llate �ti�ii�� 13��igi� ire Date SEPARATE PERMITS REQUIRED FOR WORK OTHER T AN DESCRIBED A O �- Perrnit � --O � �« � �� ► ►i ❑ - __� f PI� � q °•" 0 �L� Permit#� 2012-00�01 = � � f x � �' � , �-�,, .- - Permit Address: 2365 Glendale Cove La r ; ;,�;�-:�: (` Permit Issue � Parcei Issue General � Fees Inspections(9} �Notes ) Aa�licant aetail� CO Detail � Seq Inspedion Type Inspector Date Status H Fee Rec � � �� « : � � ' �� 2 Poured Wali V11GiB 10/24/2012 P Y 0 _ __ _ �3 Foundation Survey Bl4 Framing CPv1AT 12/5/2012 P Y 0 ' �4 Radon Prevention tnspection � �5 Framing WGIB 121�/2012 P 0 I �6 Insulation LOMA 1 211 1/20 1 2 P Y 0 i -- — , �7 As-Built Survey CI�tAT 6f23f2014 P 0 �8 Final WGIB 2{1/2013 P Y 0 �9 Erosion Control WGfB 2/1/2013 Y 0 E _ _ I ; i � i I i i 1�' � yr � �.-. _ - ___ _ /A