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Home My WebLink About2015-01236 - new structure � r CITY OF ORONO * Z 0 1 5 - 0 1 2 3 6 * � 2750 KELLEY PARKWAY DATE ISSUED: 12/1U2015 � ORONO, MN 55356- 952 249-4600 FAX: (952) 249-4616 ADDRESS : 795 LAKEVIEW PKWY PIIY : T000108 LEGAL DESC : LAKEVIEW OF ORONO : LOT 3 BLOCK 2 PERIVIIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTNITY : 101-5[NGLE FAMILY HOUSES,DETACHED VALUATION : $ 487,000.00 NOTE: SEPARATE PERM[TS REQUIRED:PLUMBING,MECHAN[CAL,SEPTIC, F[REPLACE,WELL(STATE),ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 3,548.02 PLAN REVIEW 151.73 GONYEA HOMES STATE SURCHARGE(VALUATION) 243.50 6102 OLSON MEMORIAL HIGHWAY GOLDEN VALLEY, MN 55427- TOTAL 3,943.25 (612)741-9069 Payment(s) Minnesota State License#: BUIL-2459 CHECK 10550 3,943.25 OWNER Source Land Development Inc. 18215 45TH AVE N STE D PLYMOUTH, MN 55446- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable Ciry 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 rype 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. �� ' � , � ��.�-��(� < <(� �fS � � � �- � � , , ,_ `�,�`�� ,�'� Applicant Permitee Signature Date [ssued By Signature Date . " ° City of Orono � Building Permit Application �� - � � � for New Structures or Additions � Mailing Address: J � �Q A,O PO Box 66 Permit number: - G%j�/�.��^ �w Crystal Bay, MN 55323-0066 Date received: .�-�� Street Address:' Received by: / '-��f� � ,Z- 2750 Kelley Parkway a � tiF Plan review fee: c,` Orono, MN 55356 ��- tqkfSHO�� Main: 952-249-4600 Total Fee: `� ��5 G/ Fax: 952-249-4616 www.ci.orono.rlin.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: ��5 �tk�v�� l��r� w ay 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 un/ess applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR I APPLICANT INFORMATION: Name: Gon �ea � fl��' State License# S "� Expiration Date: Phone: cell (�[ —�N�—`�t�(o office Mailing Address: /U Q 5 ov� ►�'l e,,v, w Cit : C7'a cvt Q e I P: .5 S 2 � Contact Person: hu.v� Applicant is: / Homeowner (CircleOne) Email and/or Fax: ��vt�n pqpv��.eAhow►e5- C o v✓i PROPERTY OWNER INFORMATION: Name: �j C� ht�i,� �-f-o �^'�F S Phone (day): Address: City: ZIP: Email and/or Fax ARCHITECT I ENGINEER INFORMATION: Name: �"��yea �c�w�-� S Phone (day): Address: City: ZIP: Email and/or Fax: PROJECT INFORMATION: Description of project: 1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal & Water Supply �AJew Construction �Single Family with ❑ Accessory Bldg./Garage ❑ Addition attached garage ❑ Deck ❑ Public Sewer ❑ Accessory Building ❑ Single Family with Office/Commercial ❑ Relocation detached garage Residence nvate Sewer ❑ Other: (specify) ❑ Multiple Family 1 Condo etaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water **Any earth movement may require ❑ Commercial ❑ Storage MCWD review 8�permits. ❑ Industrial ❑Warehouse rivate Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (SpeCify) ❑ Other(SpeCify) 15320 Minnetonka Blvd Minnetonka, MN 55345 Phone: 952-471-0590 � Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ ��S C��D!�� RECEIVED Packet Last Updated: August 2015 page 21 SEf' 2 3 2015 STRUCTURE INFORMATION: . 1. Structure Dimensions 1. Structure Dimensions (continued) 2. Type of Construction , ' , a. Length(ft.)= CG' ,� Number of bedrooms= �� ood/Frame � b.Width(ft.)= � Number of garage stalls: ❑ Masonry Areas in square feet Attached=_� ❑ Metal ❑ Pole Bldg. c. Basement= � �� Detached = ❑ ICF d. 1 S'Story = 1��c'� ❑ On-site Prefab e. 2"d Sto = C �(.V � ❑ Off-site Prefab S/b.� Cou r�� 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 Enclosed A plicable ❑ ❑ 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'h x 11 set ❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements GY"� ❑ Surve —2 full size, to scale meetin ALL surve re uirements [� ❑ Hardcover Calculations ❑ ❑ Se tic S stem Certification � � 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 ❑ C�l/ Access Permit ❑ Data Privac Adviso 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 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 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 Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. ApplicanYs Signature: Date: �/ �3/ �� Owner's Signature: Date: SEP 2 3 2015 Packet Last Updated: August 2015 Page 22 C�T1(OF ORONO �'�� ,��'r� a�G;��E�� "�L� ��C�� [�.C��`��L��;� � f��G`�e�C�� e�cEress: �� .�'�� C�� ro�Et L�o.:_ �� 9�� scr�ptio��rk: E��';� ��' � t�G��1�' � �', D�4eRec'd° _ �•��'� Sep#��r��ie�s b�: 9• ��p�1POb&.'�:�� Zo�€r�� r�Ni��: Date A��oved: Liu61d6ra� rev@��o by: _ Date Approvee€: / l� GradEn� review+tsy�: � �at�Approved:_ �,��G/� �aning �istrict: ��- �� on6r�g Fi�e�: �eso#: P�esa Date: Zor�ing: i.ot�r��: p SF/AC l�Fid�f�: Lot Covera�e; SF % �urdey SubrttiK�: �es � No C�ate m�Su��y: �'�I ' �� Revised date(?)• �� • r Pro Qsed setback�: ' Front(E. ej� Rs�r(S4r t�� ( �" � E `►� ��l�er B�uiidi�gs t�etland Sic�e �Ede ' . � .. �efir�ed Hei$h�: �ea� F4eEght: FFE: ��,�� FFE mint�� 6 feet= �"��•='i (Existiing Confia� Perimetev(6@r��ar feetj=�,i • � 5Q%_ ��'�� . �� .E�. below grad� #P of S�ories � �OR R BUILDIRG IfdETH R,BRSE6�iEi�Y OR CRAl1►L SPACE: F�OR Fa,�UILDltdG ON A SLAB FOUPIDIlTIO�': The distance between the lowest proposed The distance between the top of START WITH floor(of the basement or crawl space)and START WRH siab and the highest point of the the highest point of the roof. roof. ff you have a.. If you have a.. o GABLE OR HIPPED ROOF(no � GABLE OR HIPPED ROOF windows): SubVaci half the distance (no windows): Subtract half the distance between the between the highest point of the roof highest point ofthe roof to "� to the low poirrt of the correspondfng j, = the low point of the �, � ,-; SUBTRACTION gable or hipped roof ; (BASED ON corresponding gable or � o GABLE OR HIPPED ROOF{with SUBTRACTION ; hipped roof . f , "� ROOF NPE) windows): Subtract half the distance (BASED ON m GABLE OR HIPPED ROOF •� � between the top of the highest ROOF TYpEp (with windows): Subtract window and the highest point ef the half the distance between �f the top of Me highest • ALL OTHER ROOF TYPES{flat, window antl the highest mansa�d,etc):No subtractioa point of the roof o ALL OTHER ROOF TYP�S SUBTRACTION Subtract 4he distance between the r � "'� (BASED ON basemenUcrawl space floor and the (flat,mansard,etc):No EXISTING htghest existing grade ad a�ent to the subtractfon. E J ADDITION Add the distance between the top GRADES) foundation OR 10 feet(whichever is less). � ' - (BASED ON of slab and the highest existing f EQUALS Deflned building height EXISFING grade adjacent to the foundation. `�' �' ��' QUALS Deflned building height Shorelan�'�istrict MC1�D Permit �'�e��-akeshore�etback 8�� f�Aet? _ -.Yes 6.No Permit Number. '� _� � Yes' � No NIA [3 Yes No � N/A—see attached Setback: Stormwafer Quafity ��stir�g Hsrdcover �ro�sosec@ O�deriay DisYrecf (%and sfl ��rc9c�ver Variance Requireai Ci�P I�equis�ec! Tier circle one %and s � j�2� S � Yes o � Yes No 1 '�------� 4 5 ��'�� °'� �,�� l.' TYPe�s)� TYPe�S)� Updated: January 2015 z:\forms�plan review checklist 2015.docx ��b��aR�oS (in-house): �ees fo b��harc�e� `�� '� ��ct x='P �lae� ��si�� t�e��a�r�h�r�� ;�a �e��s�@�«te�n F�� l��-��a�crtber oY��aC ��eei�� '`� �th��(s��cef�� S uape�om4a e $ er� uare Foo4a e Basement�-�� l' � i� �e �. - $ �� ` .� �A' � �� °�'�� X R � • ��.. - $ CJ . �(�✓ 2"d FIOor � �� X t`�� -� _ $ � ��, , ,� �- �c.��Gara9e ( �� f X ��`� _ $ �'°I 7�� .� �stienatcc� �onstrarc4idr�VaE�e. � ��( ' v�� e�n� ic�spectians Rec�ce�red W�rk i�equiring Separate PerrnBts Rec�uir�d �4�te {�errr�it� Ea Site Plumbing � Grading/Filling '�Well Silt Fence/ Erosion Control Mechanical � Fir� Electrical � Hardcover Removal Septic � Water Connection Footing Fireplace � Sewer Connection Poured Wall � Masonry � Lauvn Irrigation Foundation��rvey �Mfg. � Landscaping Foundation Waterproofing � Other(specify) Radon Rock Bed �Framing Insulation �s-Built S�rvey �Final � Other(specify) REfli�EtK� (in-house): Other R�vi��r: �e�ie�rec� by�_ — Date�pprov�c�: �cce�s: Existing: t� YES E� NO New: � YES � NO OFF«�AL R��iA�K�-�Oe E�� dO��D O�d I�L�t�€�6T l#,R�k� ��!'FGALt�EfB �� 4FA\�'�M�.^�i� N , ��Y �`z ` Updated� January 2015 z�\forms\plan review checklist 2015.docx � Permit Application: 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 not, the application will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. RECEIVE� � Completed Application ��p � � �� CITI'OF ORONO �' Plan Review Fee Paid �_, �v � \ ' � .�� v Signed Escrow Agreement & Escrow Payment :��U � 1� �� 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 � C the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 reg�ding this project.__ _ ,ry, __ Signed by: Address: �� L� L�c„l��4� I�� i a ✓' ��c+�y Permit #: aDl S-C l ��nb Packet Last Updated: August 2015 Page 2 Builder Acknowledgement Form 795 Lakeview Parkway/ #2015-01236 Builder Permit Conditions Initials Prior to the start of framing, a foundation as-built survey must be submitted and approved by the City or a stop work order will be issued. �-\ �� Schedule a minimum of one hour for the framing inspection. � / �l 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 ��\� project and must remain until vegetation has been established. Protect septic sites with snow fencing or metal stakes and caution tape. ��1 Prior to the issuance of a Certificate of Occupancy an as-built survey 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. v 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 prior to construction. �� W:\Street Files\Lakeview Parkway\795\Builder Acknowledgement Form 2015-01236.docx Christine Mattson From: Christine Mattson Sent: Wednesday, December 09, 2015 1:15 PM To: 'Ethan Kindseth' Cc: 'Bryan Voit'; Melanie Curtis Subject: RE: 795 Lakeview Parkway/#2015-01236 Ethan, As Melanie has indicated please have the survey updated to include the proposed patio and retaining wall. Make sure the surveyor shows the top and bottom elevations of the retaining wall on the survey. When you drop off the updated survey, please bring in two full-size copies of the landscape plan as well. Thank you. Chris^' From: Melanie Curtis Sent:Wednesday, December 09, 2015 12:02 PM To: 'Ethan Kindseth'<ethan@gonyeacompanies.com>; Christine Mattson<CMattson@ci.orono.mn.us> Subject: RE: Lakeview Ethan—OK, I'm jumping in, and haven't compared this to the survey you've provided for the project. Do the hardcover improvements shown on the landscape plan coordinate with the submitted survey? If they don't, they need to. Melanie Curtis �952.249.4627 �mcurtis@ci.orono.mn.us From: Ethan Kindseth [mailto:ethan@�onveacompanies.com] Sent:Wednesday, December 09, 2015 11:59 AM To: Melanie Curtis<MCurtis@ci.orono.mn.us>; Christine Mattson<CMattson@ci.orono.mn.us> Subject: Fwd: Lakeview Here is landscape plan. I will drop off off full size plans too if needed. Sent from my iPad Begin forwarded message: From:<mike@landscapesunlimitedmn.com> Date: December 9, 2015 at 10:07:51 AM CST To: 'Jon Connolly'<lon@�onyeacompanies.com>, Ethan Kindseth<ethan@�onyeacompanies.com> Subject: Lakeview Here are pdf&dwg�les of the landscape plan. The driveway is a little larger in sq footage than what is currently on the calculation sheet. It now measures at 1,675 sf. The patio is 275 sf. Please let me know if you need anything else done with this. � Christine Mattson From: Adam Edwards Sent: Tuesday, December 08, 2015 7:53 AM To: Christine Mattson Subject: RE: 795 Lakeview Parkway/#2015-01236 Chris, I've reviewed the subject grading plan and approved it. 1. The erosion control measures must be installed and inspected by a city inspector before any earthwork commences.The applicant must provide a minimum 24 hour notice prior to inspection. Adam From:Christine Mattson Sent:Tuesday, December 08, 2015 7:38 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Melanie Curtis<MCurtis@ci.orono.mn.us> Subject: FW:795 Lakeview Parkway/#2015-01236 Adam, Attached is an electronic copy of an updated survey. Please review and provide comments. File is in your inbox. Thank you. Chris^' From: Ethan Kindseth [mailto:ethan@�onveacompanies.co,m] Sent: Monday, December 07, 2015 10:02 PM To:Christine Mattson<CMattson@ci.orono.mn.us>; Melanie Curtis<MCurtis@ci.orono.mn.us> Subject: FW: 795 Lakeview Parkway/#2015-01236 Here are the updated docs. Do you know how soon we are able to get a permit issued on this one? From: Bryan Voit fmailto:BvoitCa�sathre.com] Sent: Monday, December 07, 2015 4:15 PM To: Jon Connolly Cc: Ethan Kindseth Subject: RE: 795 Lakeview Parkway/ #2015-01236 1 Christine Mattson From: Christine Mattson Sent: Tuesday, December 08, 2015 12:51 PM To: 'Ethan Kindseth' Cc: Melanie Curtis; Roger Peitso Subject: RE: 795 Lakeview Parkway/#2015-01236 No,we now require landscape plans to be submitted and approved before we issue a building permit. We don't need to see all proposed plantings but we do need to know if patios, retaining walls, etc.are being proposed with the landscaping. If the survey accurately reflects all patios, sidewalks, retaining walls,etc.we can issue the permit with a statement from you saying as much. Note, if any changes to the exterior/landscaping improvements, not currently shown on the approved survey will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. Chris^' From: Ethan Kindseth [mailto:ethan@gonyeacompanies.com] Sent:Tuesday, December 08, 201512:38 PM To:Christine Mattson<CMattson@ci.orono.mn.us> Cc: Melanie Curtis<MCurtis@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: Re: 795 Lakeview Parkway/#2015-01236 Can we do separate permit on landscape and do that later? Sent from my iPad On Dec 8, 2015,at 12:29 PM, Christine Mattson<CMattson@ci.orono.mn.us>wrote: Ethan, The electronic copy of the survey has been approved. Please have two full-size copies of the survey dropped off. I don't believe I've seen a landscape plan yet. Please submit two copies of a landscape plan for 795 Lakeview Parkway. Once we receive the above items we should be able to get this permit issued relatively quickly. Let me know if you have any questions. Chris^' From: Ethan Kindseth [mailto:ethan@�onveacompanies.com] Sent: Monday, December 07, 2015 10:02 PM To:Christine Mattson<CMattson@ci.orono.mn.us>; Melanie Curtis<MCurtis@ci.orono.mn.us> Subject: FW:795 Lakeview Parkway/#2015-01236 1 Here are the updated docs. Do you know how soon we are able to get a permit issued on this one? From: Bryan Voit [mailto:BvoitCa�sathre.com] Sent: Monday, December 07, 2015 4:15 PM To: Jon Connolly Cc: Ethan Kindseth Subject: RE: 795 Lakeview Parkway/ #2015-01236 Jon, Attached is the PDF of the updated certificate of survey. In addition attached is the existing and proposed hardcover sheets for the city of Orono. Let me know if you have any questions or comments. From: Jon Connolly [mailto:jon gonyeacompanies.com] Sent: Monday, December 07, 2015 3:34 PM To: Bryan Voit; Ethan Kindseth; Dave Pemberton Subject: RE: 795 Lakeview Parkway/ #2015-01236 Bryan, How's this one coming? Thanks, Jon ,�on Connolly ARCHITECTURAL DESIGN MANAGER OFFICE: (763)432-4500 DIRECT: (763)432-4507 FAX: (763)432-4501 � {J1�1 '� EA FiOtv1ES&1tEMOb�L1NG LIKE US ON FACEBOOK @ GONYEA HOMES VISIT OUR WEBSITE Please Note: We will be moving to 1000 Boone Ave.Suite 400, Golden Valley, MN 55427 around the end of December. From: Bryan Voit [mailto:Bvoit@sathre.com] Sent: Friday, December 04, 2015 2:29 PM To: Ethan Kindseth; Dave Pemberton; Jon Connolly Subject: RE: 795 Lakeview Parkway/ #2015-01236 I will address it. From: Ethan Kindseth [mailto:ethanCc�gon�acompanies.com] Sent: Friday, December 04, 2015 2:17 PM To: Dave Pemberton; ]on Connolly; Bryan Voit Subject: Fwd: 795 Lakeview Parkway/ #2015-01236 2 Can you help with this? Sent from my iPad Begin forwarded message: From:Christine Mattson<CMattson@ci.orono.mn.us> Date: December 4, 2015 at 1:46:47 PM CST To: 'Ethan Kindseth'<ethan@�onveacompanies.com> Cc: 'Brad Hale'<bhale@sathre.com>, Roger Peitso<r�eitso@ci.orono.mn.us> Subject:795 Lakeview Parkway/#2015-01236 Ethan, Attached is a copy of the letter being mailed today. If you have any questions, please don't hesitate to contact me. Christine Maftson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356(physical addressJ PO Box 66 � Crystal Bay � MN � 55323-0066(mailing addressJ '� 952.249.4620 � g 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: Thursday& Friday, December 24&25,2015 Friday,January 1,2016 Monday,January 18,2016 3 Christine Mattson From: Christine Mattson Sent: Friday, December 04, 2015 1:47 PM To: 'Ethan Kindseth' Cc: 'Brad Hale'; Roger Peitso Subject: 795 Lakeview Parkway/#2015-01236 Attachments: letter.pdf Ethan, �� 'W �V� � e��i" � �V �� T ��(Gn Va H Attached is a copy of the letter being mailed today. If you have any questions, please don't hesitate to ontact me. ' 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 'a' 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: Thursday& Friday, December 24&25,2015 Friday,January 1,2016 Monday,January 18,2016 i g-��o CITY OF ORONO � ,�, Street Address: Mailing Address: Telephone(952)249-4600 �, Gti'� 2750 Kelley Parkway P.O.Box 66 ( Fax (952)249-4616 l,9 t�, Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us kESHO� December 4,2015 Ethan Kindseth Gonyea Homes 6102 Olson Memorial Highway Golden Valley, MN 55422 Re: Building Permit Application#2015-01236 795 Lakeview Parkway � 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 and has the following comments: a. The grading for the septic site is not included and the proposed erosion control fence does not include the area of the septic site. b. The development grading plan shows storm sewer pipe coming onto and out of the bio-filtration basin. These are not depicted on the building site grading plan. c. The plan notes that the driveway shown is conceptual. If the driveway layout/design changes from the "conceptual" driveway shown, it must be submitted to the city for review prior to construction/paving. d. Show the location of the well. e. The top of foundation elevation is referenced. Please have the surveyor show the location on the perimeter of the foundation where this elevation is in reference to. We expect this same location to be used when submitting the foundation as-built survey. 2. 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. The landscape plan should match what is shown on the survey. 3. Escrow&Escrow Agreement. Permits involving grading and/or review by the Cit�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. A signed escrow agreement was submitted. The escrow money must be received before a permit will be issued. 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 on the above requirements. Sincerely, CITY OF ORONO I�III P"' ��W� C ristine Mattson Planning Assistant c Ethan Kindseth via email Brad Hale at Sathre-Bergquist via email Roger Peitso, Building Official �; . City of Orono Hardcover Calculation Worksheet k�, � ` Property Address: 795 Lakeview Parkway,Orono r Prepared By: Bryan Voit Date: 12/7/2015 SB Job Number: 31202-289 Prepared By: Bryan Voit Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1:PROPOSED HARDCOVER in the following table,identify all items of existing hardcover on the property,keyed by letter to Certificate of Survey (survey must accompany this form).Use as many lines as necessary to accurately depict existing hardcover status of the property.For Tier 1 properties,Identify any features by letter which are split at the 75'setback line and calculate hardcover square footage separately for each portion. Key to Survey Hardcover Item(Describe) Length x Width Total(Square Feet) (Example) (Garage) (24'x 30') (720 S.f.) A HOUSE IRREAUGLAR 2952 S.F. B DRIVEWAY IRREAUGLAR 1517 S.F. C STOOP IRREAUGLAR 168 S.F. D DECK&STAIRS IRREAUGLAR 339 S.F. E SIDEWALK IRREAUGLAR 51 S.F. F S.F. G S.F. H S.F. I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. 0 S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1)Total Proposed Hardcover 5027 S.F. Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. S.F. S.F. S.F. (2)Total Excludable Hardcover 0 S.F. (3)Net Proposed Hardcover[Subtract line(2)from line(1)] 5027 S.F. (4)Total Lot Area 90,254 S.F. Proposed Hardcover Percentage[(3)+�4)] 5.57% % (Proposed Hardcovernext page) This is an information packet regording Hardcover.Every effort has been made to insure the accuracy of the information contrained herein;however,if any information is not consistent with City Code,the Code provisions will prevail. City of Orono Hardcover Calculation Worksheet '- � ' Property Address: 795 Lakeview Parkway,Orono � a r,�� Prepared By: Bryan Voit Date: 12/7/2015 SB Job Number: 31202-289 Prepared by: Bryan Voit Stormwater Quality Overlay District Tier:(Circfe One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step i:EXISTING HARDCOVER In the following table,identify all items of existing hardcover on the property,keyed by letter to Certificate of Survey (survey must accompany this form).Use as many lines as necessary to accurately depict existing hardcover status of the property.For Tier 1 properties,Identify any features by letter which are split at the 75'setback line and calculate hardcover square footage separately for each portion. Key to Survey Hardcover Item(Describe) Length x Width Total(Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A Vacant Lot S.F. B S.F. C S.F. D S.F. E S.F. F S.F. G S.F. H 5.F. I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. 0 S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U 5.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1)Total Existing Hardcover 0 S.F. Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. S.F. S.F. S.F. (2)Total Excludable Hardcover 0 S.F. (3)Net Existing Hardcover[Subtract line(2)from line(1)] 0 S.F. (4)Total Lot Area 90,254 S.F. Proposed Hardcover Percentage[(3)+(4)] 0.00% % (Proposed Hardcovernext page) This is on information packet regording Hardcover.Every effort has been made to insure the accuracy of the information contrained herein;however,if any information is not consistent with City Code,the Code provisions will prevail. New Construction Energy Code Compliance Certificate ��(�� Date Certifica[e Posted � Per R4013 Building CertiScate.A building certiScate shall be posted on or in the electrical distribution panel. 8/31/15 S�P � !� �(�� Mailiug Address of the Dwelling or Dwelling Unit X�CX Lakeview Parkway � �ITY OF ORONO hame of Residential Conhactor MN License Number Gon ea Homes 2459 Communih� Plau ID Orono GH0602 HERMAL ENVELOPE RADON SYSTEM o Type:Check All That Apply X Passive(No Fan) �i � a +- H � � Active(With fan and monometer or �� w � � � � 0.0 � othersystemmonitoringdevice) � a � � � V � � F Location(or future Location)of Fan: � G o �; �; o a ii. � o Insulation Location r� � z � � v w �= �a o � � � � � v �v � � � � � o o c [-� � z w w w w � r� ci: Other Please Describe Here Below Entire Slab X Foundation Wall R-10 X Exter�or Perimeter of Slab on Grade X Rim Joist(Foundation) R-20 X imer�or Rim Joist(19`Floor+) f2-2� X interior wau R-20 X Ceiting,IIat R-49 X Ceiling,vaulted R-30 X Bay Windows or cantilevered areas R-30 X Bonus room o��er garage R-38 X Describe other insulated areas Building Envelope air Ti htness: Duct s stem air ti htness: �ndows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 27-.31 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 25-.29 R-8 R-value MECHANICAL SYSTEMS Make-up Air Select a 7ype Appliances Heating System Domestic Water Heater Cooling System X Not requued per mech.code Fue1 Type NAT GAS NAT GAS R-410A Passive Manufacturer B ant Rheem B ant Powered Interlocked with exhaust device. Mode1 912SB480100S21 PROG5042NRH67PV BA13NA048 Describe: Input in 100000 Capacity in 50 Output in 4 Other,describe: Rating or Size BTUS: Gallons: Tons: AFi1E or 92% SEER or 13 Location of duct or system: Efficiency HSPF°/ EER HEAT LO55 HEAT GAIN COOLING LOAD aEsinErrTi.aL i.oAn caLc 71,220 38,691 46,228 crYn�s roun uc Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.rivo furnaces or air Combustion Air Select a Type source heat pump with gas back-up fumace Not required per mech.code Select Type X Passive Heat Recover Ventilator(HRV) Capaciry in cfms: Low: High: Other,describe: X Energy Recover Ventilator(ERV)Capacity in cfms: Low: 40%=124 High: 70%=217 Location of duct or system: Balanced Ventilation Capcity in CFMS: fUfllaCB POOII'1 Locations of Fans,describe: Cfin's Capacity continuous ventilation rate in cfins: 95 5 "round duct OR Total ventilation(intermittent+continuous)rate in cfms: 190 "metal duct XXXX Lakeview Parkway Orono LAKEVIEW MODEL HVAC Load Calculations for Gonyea Homes •� Golden Valley, MN . . � � �. - Prepared By: Michael Hoium Sabre Plumbing&Heating 15535 Medina Road Plymouth,MN 55447 763-473-2267 Monday,August 31,2015 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. Rhvac-Residential&Light Commerctai HVr4C Loads ' E1ite Softwar�Development,inc. Sabre Plumbing 8�Heating � , XXXX Lakeview Parkway Orono LAKEVIEW MO�EL P mouth MN 55447 Pa e 3 Pro'ect Re ort �GeheraTpiro ect info"rrriation � - Project Title: �CXX Lakeview Parkway Orono LAKEVIEW MODEL Designed By: Michael Hoium Project Date: Monday,August 31,2015 Client Name: Gonyea Homes Client City: Golden Valley, MN Company Name: Sabre Plumbing&Heating Company Representative: Michael Hoium Company Address: 15535 Medina Road Company City: Plymouth, MN 55447 Company Phone: 763-473-2267 Company Fax: 763-473-8565 :D'esi�n"Data - � Reference City: Minneapolis, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains �Bulb Wet Bulb Rel.Hum Rel.Hum �Bulb Difference Winter: -15 -12.38 n/a 30% 72 29.40 Summer: 88 73 50% 50% 72 42 (� A/� '3s�.� ,;t � �. .�1 Y P :fJ t Y � :e t ¢ �" `� ..�/��iV �� V��.' tn ..:,.h � M fd* _ d'atd� �c��.A rr..r*`�isSi k.«��h' �t5":i� r � � _ . Total Building Supply CFM: 1,748 CFM Per Square ft.: 0.367 Square ft.of Room Area: 4,763 Square ft. Per Ton: 1,236 Volume(ft3)of Cond. Space: 46,328 �UI� I�lr; ,� � , z _ tf ! .h�s .;-� a� � ,�• s� � '��r i w r , a � �c€�s 7 �:.- `t .i;_ 4 ;s 'k u d Oypr�,Y,:�W"� '* .J �S Total Heating Required Including Ventilation Air: 71,220 Btuh 71.220 MBH Total Sensible Gain: 38,691 Btuh 84 % Total Latent Gain: 7,537 Btuh 16 % Total Cooling Required Including Ventilation Air: 46,228 Btuh 3.85 Tons(Based On Sensible+ Latent) otes-`°' � "� �� '9,, e" ��, ,� ,�a =�. Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are pertormed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. M:\...�WCX Lakeview Parkway Orono LAKEVIEW MODEL.rh9 Monday,August 31,2015,8:11 AM Rhvac-Residential&Light Commercial H1/AC Loads �lite Software Developme�t,Inc. Sabre Plumqing&Heating � XXXX Lakeview Parkway Orona LAK�VIEW MODEL' P outh MN 55447 Pa e 3 Load Preview Re ort Net ft. Sen Lat Net Sen Ht CI Act �� , Sys Sys Sys Scope Ton /Ton Area Gain Gain Gain Loss 9 9 Size __ CFM CFM_CFM Building 3.85 1,236 4,763 38,691 7,537 46,228 71,220 853 1,748 1,748 System 1 3.85 1,236 4,763 38,691 7,537 46,228 71,220 853 1,748 1,748 14x20 Ventilation 1,298 5,221 6,519 7,057 Supply Duct Latent 146 146 Retum Duct 80 69 149 432 Humidrfication 7,181 Zone 1-Clg.:20%,Htg.:25% 1,406 8,949 0 8,949 14,102 213 419 419 9x9 1-Basement 1,406 8,949 0 8,949 14,102 213 419 419 4-6 Zone 2-Cip.:6%,Htq.:17% 450 2,530 0 2,530 9,668 146 119 119 5x5 2-Sport Court 450 2,530 0 2,530 9,688 146 119 119 2-4 Zone3-CIg.:49%,Htg.:32% 1,418 21,462 2,101 23,563 17,882 270 1,005 1,005 12x15 3-Main Floor 1,418 21,462 2,101 23,563 17,882 270 1,005 1,005 10--6 Zone 4-Clg.:25%,Htg.:26% 1,489 11,022 0 11,022 14,900 225 516 516 9x12 4-Second Floor 1,489 11,022 0 11,022 14,900 225 516 516 5-6 Sum of room airflows may be greater than system airflow because s stem has multiple zones. M:\...WOCX Lakeview Parkway Orono LAKEVIEW MODEL.rh9 Monday,August 31,2015,8:11 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,inc. Sabre Plumbing&Heating � XXX)C lakeview Parkway Orono LAKEVIEtN MODEL Pl mouth MN 5 447 Pa e:4 TotalBuildin Summar Loads Compon�nt ' ` �' Area` Sen = Lat ` `' �n � Tota1° Descn tion. _. � � Qua� , n L�ss'. . Gain ' � Gain Gain Low EE: Glazing-LowEE Builder Grade .31 U-value, .29 625 16,859 0 18,967 18,967 SHGC,Window and Patio Door, u-value 0.31, SHGC 0.29 11J: Door-Metal-Fiberglass Core 40 2,088 0 648 648 15A-10sffc-8:Wall-Basement,concrete block wall, R-10 1001.2 3,974 0 113 113 foam board to floor, no framing, no interior finish, filled core, 8'floor depth 15A-10sffc-4:Wall-Basement, concrete block wall, R-10 100 435 0 0 0 foam board to floor, no framing,no interior finish, filled core,4'floor depth R20 12F-Osw:Wall-Frame, Custom, R-20 Insulation in 3477.2 19,967 0 3,743 3,743 2x6 Cavity, no board insulation,siding finish,wood studs RJ 20 Spray Foam:Wall-Frame,Custom, Rim Joist R-20 496.3 2,159 0 681 681 Closed Cell Spray Foam R49 16B-49: Roof/Ceiling-Under Attic with Insulation on 2092 4,186 0 2,454 2,454 Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R-49 Blown Insulation, No Radiant Barrier,Vented Attic,Asphalt Shingles 21A-20: Floor-Basement, Concrete slab,any thickness,2 1856 4,360 0 0 0 or more feet below grade, no insulation below floor, any floor cover,shortest side of floor slab is 20'wide 20P-30: Floor-Over open crawl space or garage, Passive, 27.5 84 0 10 10 R-30 blanket insulation,any cover 20P-38: Floor-Over open crawl space or garage, Passive, 229.5 599 0 76 76 R-38 blanket insulation,any cover Subtotals for structure: 54,711 0 26,692 26,692 People: 6 1,200 1,380 2,580 Equipment: 901 4,116 5,017 Lighting: 0 0 0 Ductwork: 2,272 215 514 729 Infiltration:Winter CFM: 0,Summer CFM:0 0 0 0 0 Ventilation:Winter CFM: 190,Summer CFM: 190 7,057 5,221 1,298 6,519 Humidification(Winter)19.58 gal/day: 7,181 0 0 0 AED Excursion: 0 0 4 691 4 691 Total Building Load Totals: 71,220 7,537 38,691 46,228 CheckFi'ur s{��` = �� y `11 Total Building Supply CFM: 1,748 CFM Per Square ft.: 0.367 3 Square ft.of Room Area: 4,763 Square ft. Per Ton: 1,236 Volume(ft3)of Cond. Space: 46,328 Buildin �Loads. _ � � � �� w� ' ;: � � ,�� t �.�•_ .�> ... _,a�,< u �N a � ,x .� . . �, M ..,. ,., .,,�.. , . . . �•- . ��, . .., Total Heating Required Including Ventilation Air: 71,220 Btuh 71.220 MBH Total Sensible Gain: 38,691 Btuh 84 % Total Latent Gain: 7,537 Btuh 16 % Total Cooling Required Including Ventilation Air: 46,228 Btuh 3.85 Tons(Based On Sensible+ Latent) �'otes� * ��'�_ � �� >- �� t�.�'.- � •t•, �k 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. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. M:\...UCXXX Lakeview Parkway Orono LAKEVIEW MODEL.rh9 Monday,August 31,2015,8:11 AM Siteaddress X)0(X Lakeview Parkway,Orono MN Date 8/31/2015 Contractor Sabre Plumbing & Heating COmg�ted Michael H Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation il-1) Square feet(Conditioned area including 4763 Total required ventilation 190 Basemeni—f nished or u nfin ished) 5 Continuous ventilation 95 Number of bedrooms Directions-De[ermine the total and continuous ventilation rate 6y either using Table R403.5.2 or equation 11-1. The table and equation are below Table R403.5.2 Total and Continuous Ventilation Rates in cfm Number of Bedrooms 1 2 3 4 5 6 Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/ 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 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 130/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 1 0 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 20 100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[35 x(number of bedrooms+1)]=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation.For heat recovery ventilators(HRV)and energy recovery ventilators(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake,or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate,but not less than 40 cfm,shall be provided, on a continuous rate average for each one-hour period.The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. Section B Ventilation Method (Choose either balanced or exhaust only) � � Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recovery Exhaust only Ventilator)—cfm of unit in low must not ezceed continuous Continuous fan rating in cfm t i t' b o t n Low cfm: �C High cfm: �no Continuous fan reting in cfm(capacity must not exceed �� continuous ventilation rating by more than 100'�6) Diredions-fhoose the method of ventilation,bolanced or exhoust only.Bolanced ventilation systems are typically HRV or ERV's. Enfer the low and high cfm amounts.Low cfm air flow must 6e equal to or greater than the required canfinuous ventllation rate and less than 100%greater thon the continuous rate./For instance,if the low cfm is 40 cfm,the ventilotion fan must noi exceed 80 cfm.) Au[omatic controls may ollow the use of a lorger fon that is operated a percentage of each hour. Section C Ventitation Fan Schedule Descri tion Location Continuous Intermittent Direclions-The ventilation fan schedule should describe what the fan is for,the lorntion,cfm,and whether it is used for continuous ar intermittent ventilotion.The fan that is chose for continuous ventilaiion mus[6e equal to or greater than the low cfm oir rating and less than 100%greater than the continuous rate.(For lnstance,!f the low cfm k 40 cfm,the continuous ventilotlon fan must not exceed 80 cfm.J Automatic controls may allow the use of a lorger fan that is operated a percentage of eoch hour. Sedion D Ventilation Controls (Describe operatlon and control of the continuous and Intermittent ventilation) ERV has wall control-set to 40%=124 CFM ERV has wall control-set to 70%=217 CFM Directions-Describe the opemtion of the ven[ilotion system.There should be adequate detail for plan reviewers and inspectars to veriJy design and installation complionce.Reloted trades also need odequate detail for placement of controls and proper operadon of the building ventilation.lf exhaust fans are used for 6uilding ventilation,destribe the operation and locaiion of any controls,indicators and legends.If an ERV or HRV is to be installed,descrlbe how it will be installed.If it will be connected and interfaced with the air handling equipmeni,please describe such connections os dMailed in the manufactures' lnstallation instructions.If the instollotlon lnstrudions require or recommend the equlpment to be Interlocked wlth the air handling equlpment for proper operation,such interconnection shall be mode and descrlbed. Diredions-In ordei to determine the makeup air,Table 501.4.1 must be filled out(see below).For most new installations,column A will be appropriate,however,if atmospherically vented appliances or solid fuel appliances are installed,use the appropriate column. Please note,if the makeup air quantity is negative,no additional makeup air wili be required for ventilation,if the value is positive refer to Table 501.41 and size the opening.Trensfer the cfm,size of opening and type(round,rectangular,flex or rigid)to the last line of section D. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS Additional combustion air will be re uired for combustion a liances,see KAIR method for calculations One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent ap-pliances assisted appliances and power gas or oil appiiance or one solid �y vented gas or oil appliances ornocombus-tionappliances ventordirectventappliances fuelappliance orsolidfuelappliances Cnlumn D Column A Column B Column C 1• 0.15 0.09 0.06 0.03 a)pressure factor (cfm/s� b)conditioned floor area(sf)(including unfinished 6asements) 4763 Estimated House Infiliretion(cfm):[Sa 714 x Sb] 2.Fxhaust Capacity a)tontinuous exhaust-only ventilation system E RV=O (cfm);(not appticable to ba-lanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically 24� (not applicable if recirculating system or if powered makeup air is electrfcally interlocked d)80'�of next largest exhaust reting NOY (cfm);bath fan typically Applicable (not applicable if recirculating system or if powered makeup air is eleMrically interlocked Total F�chaust Capacity(cfmJ; 375 [2a+2b+2c+2d] 3.Makeup Air Quantity(cfm) 375 a)total exhaust capacity(from above) b)estimaied house infiltretion(from 714 above) Makeup Air Quantity(cfm); [3a-3b] -339 (if value Is negative,no makeup air is needed) 4.FormakeupAirOpening5izing,refer NOT REQ�� to Table 501.4.2 A.Use this column if there are o[her than fan-assisted or atmospheritally vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B.Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also be included.) C.Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appiiance. D.Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fule appliances. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units One or multiple power One or multiple fan- One atmospherically vented Multiple atmospherically Duct di- vent,direct vent ap- assisted appliances and gas or oil ap- vented gas or oil ap- ameter pliances,or no combus- power vent or direct vent pliance or one solid fuel pliances or solid fuel tion appliantes appliances Column B appliance appliances Passiveopening 1-36 1-22 1-15 1-9 3 Passiveopening 37-66 23-41 16-28 10-17 4 Passiveopening 67-309 42-66 29-46 18-28 5 Passiveopening 110-163 67-300 47-69 29-42 6 Passiveo enin 164-232 301-143 70-99 43-61 7 Passiveo enin 233-317 144-195 300-135 62-83 8 Passiveopening 318-419 196-258 136-179 84-130 9 w motorized dam er Passiveopening 420-539 259-332 180-230 111-142 10 w motorized dam er Passiveopening 540-679 333-419 231-290 143-179 il w/motorized damper Poweredmakeupair >679 >419 >290 >379 NA Notes: A.An equivalent length of 100 feet of round smooth metal duct is assumed.Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of streight duct allowable. B.If flexible duct is used,increase the duct diameter by one inch.Flexible duct shall be stretched with minimal sags.Campressed duct shall not be accepted. C.earometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D.Powered makeup air shall be electrically interlocked with the largest exhaust system. Combustion air Not required per mxhanical code(No atmospheric or power vented appliances) � Passive(see IFGC Appendix E,Worksheet E-1) Size and type 4��RI Id,5��Flex Other,describe: Explanation-If no atmospheric or power vented appliances are installed,check the appropriate box,not required.If a power vented or atmospherically vented appliance installed,use IFGC Appendix E,Worksheet E-1(see below).Please enter size and type.Combustion air vent supplies must communicate with the appliance or appiiances that require the combustion air. Section F calculations follow on the next 2 pages. Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air Infiltration Rate Method.For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/soiler: ,�o0000 raft Hood �an Assisted �ired Vent Input: Btu/hr or Power Vent water Heater: 4000� raft Hood �Fan Assisted �Direct Vent Input: Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: 990 ft3 LxWxH 10 L 11 W 9�H Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method).If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: fta Volume(TRV) If CAS Volume(from Step 2)is gre a ter th o n TRV then no outdoor openings are needed. If CAS Volume(from Step 2)i s less th an TRV then go to STEP 5. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: 4�� Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: �OOO ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: O Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: � ft3 Required Volume Natural draft appliances(RVNDA) Total Re uired Volume TRV =RVFA+RVNDA TRV= �OOO + O _ �000 TRV ft3 Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)di vfded by TRV(from Step 4a or Step 4bj Ratio= ggQ � 3000 = 0.33 Step 6:Calculate Reduction Factor(RF). RF=1 mi n us Ratio RF=1- O.33 = 0.67 Step 7:Calculate single outdoor opening as if all combustion air is from ouuide. 40000 Total etu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Total Btu/hr d i vid ed by 3000 Btu/hr per ina CAOA= 40000 /3000 Btu/hr per in:_ �3.33 inz Step 8:Calculate Minimum CAOA. MinimumCAOA=CAOAmuliiplied by RF MinimumCAOA= �3.33 x Q.67 = 8.93 inz Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 m ultiplied by the sq u are root of Minimum CAOA CAOD=1.13�Minimum CAOA= 3'38 in.diameter go up one inch in size if usin�flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft 1994to present Pre-1994 1994to present Pre-1994 5 000 250 375 188 525 263 10 000 500 750 375 1 O50 525 15 000 750 1 125 563 1575 788 20 000 1000 1500 750 2100 1050 25 000 1 250 1 875 938 2 625 1 313 30 000 1 S00 2 250 1 125 3 150 1575 35 000 1 750 2 625 1 313 3 675 1 838 40 000 2 000 3 000 1 500 4 200 2 100 45 000 2 250 3 375 1 688 4 725 2 363 50 000 2 500 3 750 1 675 5 250 2 625 55 000 2 750 4125 2 063 5 775 2 888 60 000 3 000 4 500 2 250 6 300 3 150 65 000 3 250 4 875 2 438 6 825 3 413 70 000 3 500 5 250 2 625 7 350 3 675 75 000 3 750 5 625 2 813 7 875 3 938 80 000 4 000 6 000 3 000 8 400 4 200 85 000 4 250 6 375 3 188 8 925 4 463 90 000 4 500 6 750 3 375 9 450 4 725 95 000 4 750 7125 3 563 9 975 4 988 100 000 5 000 7 500 3 750 10 500 S 250 105 000 5 250 7 875 3 938 11 025 5 513 130 000 S 500 8 250 4 125 11 550 5 775 115 000 5 750 8.625 4 313 12 075 6 038 120 000 6 000 9 000 4 500 12 600 6 300 125 000 6 250 9 375 4 688 13 125 6 563 130 000 6 500 9 750 4 875 13 650 6 825 135 000 6 750 SO 125 5 063 14175 7 088 140 000 7 000 SO 500 5 250 14 700 7 350 145 000 7 250 10 875 5 438 15 225 7 613 150 000 7 500 11 250 5 625 15 750 7 875 155 000 7 750 11625 5 813 16 275 8138 160 000 8 000 12 000 6 000 16 800 8 400 165 000 8 250 12 375 6 188 17 325 8 663 170 000 8 500 12 750 6 375 17 850 8 925 175 000 8 750 13 125 6 563 18 375 9188 180 000 9 000 13 500 6 750 18 900 9 450 185 000 9 250 13 875 6 938 19 425 9 713 190 000 9 500 14 250 7 125 19 950 9 975 195 000 9 750 14 625 7 313 20 475 10 238 200 000 10 000 15 000 7 500 21000 10 500 205 000 10 250 15 375 7 688 21 525 10 783 230 000 10 500 15 750 7 875 22 O50 il 025 215 000 10 750 16125 8 063 22 575 11 288 220 000 11 000 16 500 8 250 23 S00 11550 225 000 11 250 16 875 8 438 23 625 11 813 230 000 li 500 17 250 8 625 24150 12 075 1.The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2.This sedion of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACN. RECEII�ED �Voigt & Associates, Inc. SEP 2 3 2015 ' STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUITE 204 (;f.�,Y Q��ON� EAGAN,MN 55122 � PH.(651)686-7727 FAX.(651)686-8444 Michael Karn � September 3,2015 Gonyea Homes �� 6102 Olson Memorial Highway Golden Valley,MN 55422 763-432-4511 michael @�onyeacompanies.com RE:Lakeview Model at a�x Lakeview Parkwav,Orono,MN Dear Mr. Karn: Per your request,I examined the main level garage wall(front elevation)of the address above for compliance with the 2015 Minnesota State Building Code(2012 IRC w/Minnesota amendments)bracing requirements. Your plan notes that you will be sheathing the entire exterior of the building with OSB pernutting the use of Table R602.10.4 Continuous Sheathing Methods,CS-WSP and PFH. Please note IRC Figure R602.10.8(1)Braced Wall Panel ...to Floor/Ceiling Framing connection requirements for the continuous method. The attached sheet,BP1,indicates the locations of braced wall segments for the front elevation of the garage on the main level of this house and the location of portal frames. See Details S1,S2 and S3. You asked that I comment on the taii wall at the stairwell. Please see Detail T1. You also asked that I review the tall wall at the sport court.Frame these walls with(2)2X6s#2 SPF @ 12"centers. A basic assumption of IRC bracing is that the rest of the structure is properly constructed and connected per the appropriate section of the code. The information and opinions contained herein are based upon the limited investigation described at the beginning of this report.No warranties are expressed or implied regarding the existence of other unknown conditions not specificaliy addressed.Our work is in accordance with generally accepted engineering standards and is not intended to be relied upon or transferred to individuals other than the addressee. Should information or conditions become known which differ from the discussion herein,they may aiter the opinions ar conclusions of the undersigned. Please call if you have any questions. Sincerely, � P�. w� � . � I Hereby Certify That This Plan,Specification,Or Report Was Prepared By Me Or Under My Direct Supervision And That I Am A Duly Licensed Engineer Under The Laws Of The State Of Minnesota. Paul W.Voigt Date 9/3/15 License Number 20705 EX7ENT OF HEADER M17H SINGLE PORTAL FRAMES(ONE&iACm WALL PANEL) 2 PLY 2X12 MINIMUM (S'X 11-1/4')HEADER -PER PLAN FASiEN Sl1EAiHING TO HEADER YNTH 8d CW�IMON NAILS IN 3�GPoD PATIERN AS SHOWN AND 3'0.C. W ALL FRAMING(STUDS AND 9LL5) fASiEN TOP PUiE i0 HEAD (TYPJ HEADER TO JACK SND S7RAP ON BO7H SIOES OF OPEMNG 1MTH TMO ROWS OF 16D SIN OPP0511E 9DE OF SHEA7HMC-USE 9MPSON LSTA24 IXt EGUAL NAILS AT 3`O.C. TYP. MINIMUM DWBLE 2x4 iRAMINC COVERED W/MIN. 3/8' iHICK WOOD S7FtUCTURAL PAN0.SMEAIHING W/8d � COMMON OR GAIVMIRED BO%NAILS AT 3'O.C. IN ALL FRMIING(SNOS,BLOpQNC, AND SLLS) TYP. ? i � � SI7RUCIURA�L PAN0. 6'MI 9' +/- FlNISHED 1MD1H OF OPENING FOR 9NCLE PORTAL 'ep � � �j $ry�h{�G � o = � � a � ' IF NEEDm,PANEL SPUCE EpGES SHALL � OCWR OVER M!D�NAILED TO COMMON � ' $ BLOCKING NATHIN NIOOLE 24'OF WALL � o MID-H�dii. ONE ROW OF 3'O.C.NAIUNC IS REQUIRED IN EAdi PANEL EDGE MIN.(2)4200 LB SiRAP-TYPE HOLD-DOWNS . (EMBEDDEO INTO CONCRETE ANO NAILED INTO FRAMING) �� USE 9MPSON HDU4 OR EQUAL C.I.P: (2) i4 INTO C.I.P. y, � ' . CMU: � • p, . . . (2)CORES FlLLED W//4 EA. , s.. , ' .�In � . ''O, . ••' �. • • '�.' .'`' • CORE 570. HOOK MINIMUM 7000/HOLD DONTI DENCE TO CdNNECT WOOD MIN 1) S/8'f ANCHOR BOLT FRAMINC TO FWNOATON I W 'xY /18' WA FWNDAl10N WALL- SEE PLAN . . « . . . . . • . • '� � .��• .':�• �' Q ' •,a .. . . :�� aursioE aFvnnon I heroby certify fhat this plan, spectficafion or roporf was preparod by me or under my direct suporvision and that 1 am a duly licensed Professional E�yineer under the laws of the State of Minnesota. 3 PORTAL FRAME AT 9' GARAGE DOOR _��^'� �. .� no scu� Signature PAUL W. VOIGT 9/3/2015 T0705 Date Registration Number �Voigt & Associates, Inc. LAKEVIEW MODEL /GONYEA HOMES S 1 STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUITE 204 x�x LAKEVIEW PARKWAY,ORONO,MN 55391 1 OF 3 EAGAN,MN 55122 PROJ.#: 2015.XXX REVISIONS: , PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS DATE:9/8/2015 i EX7ENT OF HEADER 1NTH DOUBLE PORTAL FRAMES(TM/O BRACED WN.L PANELS) 2 PLY 2x12 MININUM (3' %11-1/4')HEAOER-PER PLAN FASiEN 91EAiH�NG TO HEADER WI7H 8d COMMON NAILS W 3'f� PATiQtN AS SHOWN AND J'O.C.IN ALL FRAMING(StUDS AND SILLS) ��•) HEADER TO JAqC SiUD S7RM ON BOiH SIDES OF OPENING OPPOSIIE SIDE OF SHEA7HING-USE 9MPSON LSTA24 OR EWAL �t MINIMUM DOUBLE 2x4 FRAMMIG OOVERED W/MM. o �t � _ 3/8'TMIdC W000 SiRUCiURAI PANEL SHEATHMG W/ m j = o g• 8d COMMON OR CALVAM2ED 80X NNlS AT 3'O.C. IN 8'M nu�wunnc(siuos,e�odar�c.�v+o s�us)rw. � � � = c � TVPICAL PORTAL = ' ~ �� IF NEEDED,PANEL SPUCE EDCES SHALL OCCUR OVER AND � �� BE NAILED TO COMMON BLOCKING WIiHIN MIDOLE 2�'OF � WALL MIO-H�GHT. ONE ROW OF 3"O.C. NAIUNC IS REOUIRED M!EACH PAN0.EDf,E 18'+/- FlWISHm WIDTH OF OPQIINGS FOR DOUBLE PORTALS MM. (2)�200 LB S1RAP-TYPE Hq.D-OOMNS(EMBWOW INTO CUNCREiE ANO NAILED INTD FRAMINC)USE SIMPSON HDU4 OR EGUAL • 'r � • .a:4••• ... .. . ' • � • � . .. . t . GI.P: • �, , . (2) /M1 INTO C.I.P. pAU: (2)WRES FILLED W//4 EA. � MM(1)5/8'f ANQiOR 801. ba�sm. Hoac , STALLED W�2'x2'x3 18' �w oni oEs �y .. • • � d�• •'. a • ' � ` �• � ' �% ' I hereby certify that thia plan, apecittcaHon or reporf wae proparod by me or under my diroct supervision and fhot t am a duly licensed Profesatonal Engineer under the lowa of the °L�OE�NATON Sta1e of Minneaota. DOUBLE ENDED PORTAL FRAMES AT 16' GARAGE DOOR — FRONT ELEV — SEE PLAN • � no sc� �. � S gnatura PAUL W. VOIGT 9/3/2015 20705 Date Re iatration Number �Voigt & Associates, Inc. LAKEVIEW MODEL /GONYEA HOMES S2 STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUITE 204 x�cxx LAKEVIEW PARKWAY,ORONO,MN 55391 2 OF 3 � EAGAN,MN 55122 PROJ.#: 2015.XXX REVISIONS: PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS DATE:9/312015 7RUSg5�BOVE NOT 9HOYN1 FOR CLARITY OOUBIE TOP PLAIE iYPICAL WALL FFtAMINC (CIdPPLE SNDS)Af0 $liEAllNNG ABOVE HEADER. FASIEN SHEA7HN/G TD HEAOER MiH EO CWMON NAILS IN 3'6RID PATIEFN LM�MUN 2 PLY-3'X 11 1/P HEADQt-PER PLAN AS SHOYM AfW 3'O.C.IN ALL fRA1NNG(S1IID5 AND PLA7E 9113)(TYP.) FAS7EN PLAiE TO HEAOER 1000 lB.HEADER-TO-JAqC-SiUD r�n�Two nows oF ieo sm�a a+eom aoes oF av�anc� 9NNER NNLS O 3'OC. (TYP.) (INSTN.L ON BACI(9DE � 37NP$aN ISTA24,LSTASO,LSTAJE OR EOUIVALQi» �. (2)7FANNER3 � k(2)KMC � MIN. (2)Y X 6'(hPJ-VEFOFY � �� w/w�u nucxnEss 8�-�� +/- (FlMSHEO WIDTH - VERIFI� °0 �_ � � p Is iV FULL fiEICHT SND ON ENO. � o� ^ PANEL SPLICES�NEOUIRED 91ALL HAVE PANEI EOCES � � BIOCKED ANO OCCUR WI7HIN � 24'OF MIDULE OF WALL FRAMING IS 7HE HEIQIT SAA1E AS O7HER 90E �e•►�.naaa+ess w000 CNRAL PANEL AEA7INIC MM 2'%2'XJ/8'PLA7E YIASHER 7W0 AOq710N/�L PUlES/�80VE iREAiED S1LL PLAIE�FASIEN/�LL PUiES TO SMEAIHMIC W/8d NNLS O 3'O.G �pgpry L1P4 � FRMIINC ANCHORS �� OR EOUIVALEHT OUTSIDE ELVAiION I heroby certify that thia pla�, specification or ELEV AT DINING ROOM— MAIN ELEVATION repo� waa propared by me or under my diroct � No� supervision and that I am a duly Iicensed Profeasional Engineer under the laws of the State of Minnesota. EXECUTE 7HIe H�F pqtTAL FRAIAE ON E�CH ENO OF OINING ROOM WIN�OW UNIT _I�^ �1 %/ � � //��` • Siynaturo PAUL W. VOIGT 9/3/2015 20705 Dafe Re isfrafion Number �Voigt & Associates, Inc. LAKEVIEW MODEL/GONYEA HOMES S3 � STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUITE 204 �oocx LAKEVIEW PARKWAY,ORONO,MN 55391 3 OF 3 - EAGAN,MN 55122 PROJ.#: 2015.XXX REVISIONS: ' PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS DATE: 9/3/2015 ROOF TRUSSES �ABOVE NOTE: TALL WALL HAS NOT BEEN DESIGNED TO ACCOMODATE GIRDER iRUSS BEARING � v . n . �Pw+ n� _ �� y O N 7 V O �`_ 2 � u � M • ; Q V o;� � W a'O y N p ; O+ � O f.9 i� O O� aoo�° � � a �— � �• 3 ` 3 O�L C � < O � d �d C C O L~i. P �W C �A O n L O� IA o w O C � �;y C... L O Q NN O 7 N J � a� �� Q!O 3 _ L° na�n �n c 0 �- � HEADER - SEE = PLAN (3) 2X6 KING STUDS (1) 2x6 1RIMMER OUGH OPENING = 3 (2) 2X6 STUDS 0 12" OC (2) 2x6 SIILS � � SIMPSON A35 = FRAMING ANGLES � AS SHOWN �a., INFILL SiUDS n SHOWN TO DEPICT DESIGN CONCEPT ONLY. NUMBER I�AY � � VARY. � EXTERIOR TALL WALL AT STAIRWELL NO SCALE Voigt & Associates, Inc. LAKEVIEW MODEL/GONYEA T1 STRUCTURAL ENGINEERING SERVICES 4635 NICOLS RD. SUITE 204 xxxx LAKEVIEW PARKWAY,ORONO,MN � OF 1 EAGAN,MN 55122 PROJ.#: 2015.xxx REVISIONS: PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS DATE:91212015 wAu co�srRucrioN cc�r+��r�ua�s�zin� �illl HE�C,HT BlO4K:►v� —� �iDR BAI�E3 J(93ST C[}N i INUOkJS AL��JG L�FJG'+.H r �JF F342AC:�CF tA{!U_l P�:EL � PERPFNk�{;13LAR FRA�'lltaG '�--$d[a 6"i3_C.111.t3td� �L8tt�d"[3.0 A�Lt]NG 6RA�ECl rN+Ai.L PANEL BRACEU WALI PI�JEL { _ �� 1-. €iRAC�a Uv�41.t.PAFlEL ESRi4{:F.�1fi1A1.1 P�kNE1 � �._ �.,��s�a c. ��u�� .�e�� 'l�.0 ACOPJG ! BR+tl�EL11'WALL RAt+lEl / BRAC�Cf l�tAtl PAAiEi f"[RPEt�Ir�C[E!_AfY i i2/�P.tiF�EG _ ._.—_ ._.... - -�� —�JfJ11�!l.lvil5 FtFtA f ULL 1-iEIGHT 9Lt��Fa�JG—� C}R i3AAJR JQIST CONTINUaUS ALC7ttU LERiGTFf C]F BRI\CEDL'V.4[,i.PAfdEt Fe�r Sl; 1 xix li-2:i 4 r,tm. FfGURE 126Q�74_8 jt) [3FtACED Y4lALL PANEL CONNECTION WHEN PEI2�ENDICULAR TO FLOpRJCE1LIN�€RAII/qNC, !f ��,,,��S��y� �AD��T1�1�L FRA�tIr9G FU�L NEI,�HT BLOGK,caG 1 f fND JDlST f th�"h'6ER Q!RECTLY ft�Q'JF /r�t�;'t�G At[}t.v^ �� 4e'�dED L�S"A�L P:IPJEt ! B�ACED 4VAL1'.PA!�EL - .._� --__ � � �d�S"2G ,'�L�VG � `'--iUE NAI�ii-8d � �'LBct�$'O C ALCiNG i B�ACE�b4ALl�'AM�� NAfES r1(t=ACH 9RAG�D ti711{tt L PA�t�t ( F3LOGFEI"4ti y` � �-` w- f�?ER1E}kFt � .f- j,.-.% Y f � r . ��--tr�iAGf01�,"ALL PA>JEL � _—$FLAGcEi'41;'tl€ PA`dEl. __6�J4C=D WALL F'A?VEL � 3-t6d��1 u�'i C AE p��C� �-`Sd 1 l'+"'{J� AL�3hdG !� ,3-1C,d�tT E+A�Ft �,�3RACED U2IRt: P,hF1cE � FSF:AC;ELl WALt�!'ANEt � F�COCK�P�lG R1E'A8��2 � ,� « - — -- ^� — 2-16dNAILS � � � �nr.�s�nF _�CQ71TIP1kJS3U5 Fi1R� �AGt?tT7�Uki FRslf.tkNG f�1Lt H�I�HT x �R EI'dC�.19F51 M�R!$�R P1�ECT'�Y 8CL£1W i36.EiU{IP�fG�lE5"{}L. s�tncEo w�a�L��AN�� ator��awl�a�,i� }'tir.ri7: !iix-h-7.�.4 at¢t. FtGIfR£p6D2.yp.8(x) BRACED NIfALL PATIEL CONNECTDDN WH�N PqR�iILEL TO FL��R/CEIl1N�FRAMIdG � 20121AR£12MATIONAi.RESIOENTIAL CODE' ier� .-;�-;��- Cityof Orono � � Hardcover Calculation Worksheet G , �E(j`� ; Property Address: 795 Lakeview Parkway,Orono O�� _�1`,�� Prepared By: Bryan Voit Date: 12/7/2015 R�NO SB Job Number: 31202-289 Prepared By: Bryan Voit C��( OF� Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1:PROPOSED HARDCOVER In the following table,identify all items of existing hardcover on the property,keyed by letter to Certificate of Survey (survey must accompany this form).Use as many lines as necessary to accurately depict existing hardcover status of the property.For Tier 1 properties,Identify any features by letter which are split at the 75'setback line and calculate hardcover square footage separately for each portion. Key to Survey Hardcover Item(Describe) Length x Width Total(Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A HOUSE IRREAUGLAR 2952 S.F. B DRIVEWAY IRREAUGLAR 1675 S.F. C STOOP IRREAUGLAR 168 S.F. D DECK&STAIRS IRREAUGLAR 339 S.F. E SIDEWALK IRREAUGLAR 50 S.F. F PATIO IRREAUGLAR 275 S.F. G RETAINING WALL IRREAUGLAR 7 S.F. H RETAINING WALL IRREAUGLAR 7 S.F. I RETAINING WALL IRREAUGLAR 29 S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1)Total Proposed Hardcover 5502 S.F. Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. S.F. S.F. S.F. (2)Total Excludable Hardcover 0 S.F. (3)Net Proposed Hardcover[Subtract line(2)from line(1)] 5502 S.F. (4)Total Lot Area 90,254 S.F. Proposed Hardcover Percentage[(3)+(4�] 6.10% % (Proposed Hardcovernextpage) This is an information packet regarding Hardcover.Every effort has been made to insure the accuracy of the information contrained herein;however,if any information is not consistent with City Code,the Code provisions will prevail. fi� � >� � `�'. DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED _�Z�b � PERMIT NO. ��(S—��Z� COMPLETED ADDRESS � G/ � C. C� /CP U / `e�-�> �i9�1� OWNER TELEPHONE NO. �� oZ— ��F I�GIC� CONTRACTOR C � C � DESCRIPTION �`��, ty ❑ 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 _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ S IC INSTALL � OWNER/CONTRACTOR TO MEET YOU:�ES_NO � COMMENTS: -- � W � j Eras�:,� Can.f-ira!' -- O�- 0 � 0 � W � Q � 2 W � W � � � d W�`��KSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Call for the next inspection 2a hours in advance. (g52) 249-460� OwnerlConVactor on site: ��1. Inspector. � /I�—� 7�' White Copyllnspector's File Canary CopylSite Notice �� DATE TIME ` CITY OF ORONO i INSPECTION NOTICE SCHEDULED � PERMR NO. COMPLETED ADDRESS OWNER TELEPHONE N . �� ` � CONTRACTOR � DESCRIPTION �- �� w� � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q�ED 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 _ v ❑ DEMO-SITE ❑ TIC INSTALL 2 OWNERICONTMCTOR TO MEET Y�OU�YES_NO � COMMENTS: � w?,i� �'+�°�.��ort.•is ,�a✓ �f�6�'l G�LS . — j �"O ' �K �� 1�� O W aC Q � � W � � � V�iIBRFtSATISFACTORY:PROCEED O PRW ECT COMPLEfE W O CORRECT WORK�PHOCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK�LL FOR REINSPECTION TEMPORARY V BEFORECdVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p p f{pT0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS_ can tor the next" 4 hours in advance. (952) 249-4600 owoerlCorrtra�tor on site: --� Inspector: White Cap11Ma�CM�'S Rk Canary CoPYfSite Notke �� n� n E CITY OF ORONO cnLLED IN INSPECTION NOTJ�E D�`�SCHEDULED � PERMIT NO. � � COMPLETED ADDRESS `Z 9' S L GZ ��C�/ +E c-.c��—� J OWNER TELEPHONE NO. �l2 -7LL/-9D(� CONTRACTOR �� P��'1 �1�C� J�'�oYGt� � � DESCRIPTION � L, //�Y''� ,�.��t) �� 4� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PIUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ W TER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ ER HOOK-UP ❑ FOUNDATIOWREMOVAL _ v ❑ DEMO-SITE ❑ TIC INSTALL = OWNERlCONTRACTOR TO MEET Y�U: YES_NO � COMMENT'� r /� e ys � 4 _ r��n��,,f _ 0 4 , � �l yl.a-�S Jvy /�'b'�"�`l�wi T�✓ �.9 v L�rl3��Q � � -� Sa,G - o,�' �S � Ga✓ ►'�cc� � D�C .'� /��i� � � Q � Provf��. S�G� ��C'� �P�✓ Steiu� y. — Z � �rd v�`ie_ Q��r�ss I?�i y+G�� S � � �/�a�c rc� t.J�r <l s.1 s,o � �!�2L`� G � �✓- �� 'a�.1C.e � Q�sPr��s rl�c s��s✓S aU�4�� . � O WORK SATISFACTORY:PROCEED ❑PROJ�CT COMPLETE �C�88EC'WMORK d�PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECTINORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERIN(3 PERMANENT O CORRECTUNSAFECONDITIONWRHIN HOURS. O PHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED O STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION RE(]UIRED.CALL TO ARRANtiE ACCESS. Cail torthe next inspect�hours in advance. (952) 249-4600 ownerlcontractor on site: e r k Inspector: �1� i.� White CapyAnapectors FIN Gnary CapyfSiM Notke � / A -� <��_ v DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ' r r � � �� PERMIT NO.��J� '��-��' COMPL�r ED ADDRESS � �*�-`- ��a'�-"--� - OWNER , a �m'►� TELEPHONE . CONTRACTOR ` �'�-� v " l� \� - 1-�-I - C(n � DESCRIPTION � ��'�� C��r "�� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y �FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL ZRADON 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 v ❑ DEMO-SITE ❑ S TIC INSTALL 2 OWNERfCONTRACTOR TO MEET YOU: YES_NO y COMMENTS: � W a i o � �Gl`f li�r�� J yl S u�,• �1 G��_ �✓�,N=,. r<<�",o - � 0 � W � Q � 2 W � W � � J W �ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W !O CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952) 249-460� OwnerfContractor on site: Inspector. � -- White Copyflnspector's File Canary CopylSite Notice i �f � �� ` 1 l DATE TIME � CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � � PERMIT NO. .��!5�-�/a3�b COMPLEfED ADDRESS `� �� U`1 P.t.��Y� OWNER TELEPHONE N 6�� /-`/G}�' CONTRACTOR �1 ; � � � DESCRIPTION �T� � � 4� ❑ 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 ❑ SEPT�C INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO v�i COMMENTS: a hG�/� rc�K 5��ec'7�� y �Pa��r 0 6n 3-oa- �6 -rf�� .�cu � � 0 � W � Q � 2 W � W � J a W� �MlOR�SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WFLL RETURN ❑CITATION ISSUED �STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: Inspector. t�� White Copyllnspector's File Canary CopylSite Notice �< < �f � DATE TIME ^„ CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � � PERMIT NO.��-D I Z3I� COMPLETED ADDRESS �� C C� /LP U h.°-C-� �--�� OWNER TELEPHONE NO �� 7�� CONTRACTOR �/ � � S � DESCRIPTION ' � • ��G-� ��'�F�' 4� ❑ 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 �4 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ S P�?IC INSTALL 2 OWNERICONTtiACTOR TO MEET YOU:�`YES_NO v�i COMMENTS: � W � o �/'a..�►..�5 � 1��— � � 0 � W 2 Q � 2 W � W � � W '�560DRK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE �❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR W{LL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerfContractor on site: Inspector. r—' White CopyAnspector's Ffle Canary CopylSfte Notiee � �� D,�a TE TIME CITY OF ORONO CALLED IN �"/`� �/�o INSPECTION TI �� SCHEDULED /� oia- i[o �� PERMIT NO. COMPLETED --�— ADDRESS� �� l� 1� r�� OWNER TELEPHONENO�a �«57a� CONTRACTOR �- �� DESCRIPTION ��'�`�-�' �` ly ❑ FOOTING ❑ D -FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL �N SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION ❑ 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 _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEEf YOU:_YES_NO y COMMENTS: � � M�. .d7o�y D /2 r�. e�— � J � e�'l� t��6vx 5 Gt r c ¢-G.D e� — o� ° � ��4 c.�S /�►.sdssP — W '" � Q � W � W � J W J�'R�M/F9RK3'AfSFACTORY:PROCEED ❑PRWECT COMPLEfE � ❑CORRECT V1�RK 8 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFOREC01/ERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 OwneHContractor on site: Inspector: ��"`' White CopyAnspector's Flls Canary CopylSite Notice �}� S� � DATE /� TIME CITY OF ORONO caLLED IN � INSPECTION TIC SCHEDULED � — � PERMIT NO. � � c MPLETED ADDRESS � �� , OWNER TELEPHONE NO.��T�I DY1� CONTRACTOR �G� - ,� � DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ 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 _ � ❑ DEMO-SITE ❑ SEPTIC INSTALL Q OWNERfCONiRACTOR TO MEET YiOU:_YES_NO y �oMMENTS: o � s �-5�y � � � o ' � � l �- U� � o � , W U � Q � W � w � j W WORKSATISFACTORY:PROCEED ❑PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours i . ( , 2) 249-4600 OwnerlContractor on site: �� Inspector: �_ White CopyAnapectw's File C�nary CopylSke Notiee -.� s� , DATE TIME CITY OF ORONO CALLED IN - � INSPECTION NOTICE SCHEDULc�c� :� PERMIT NO. aD�.S Dl��S� co LETED ADDRESS � OWNER TELEP ONE NO. �.S -S �3$7 CONTRACTOR � DESCRIPTION ___�.l��/��-�"�-�w W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ 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 _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERKANTAACTOR TO MEET YiOU:_YES_NO � COMMENTS: . � - !l�y5 � � !/�O� /✓�G.i �v/� J o ' �/vKS;- OK �` Gcsuc✓ �' _�,•4s c. /�,o v i Ks�s✓a�� .s.�� - � ° �'�`� W �G✓ 1 �t s��-rca.,.. �1 `!O/� ��r.SO�GGf�� Q � $ W � � J O W��SATISFACTOFlIF PROCEED O PROJECT COMPLETE W ❑CORRECT Y1fORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR YVILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR JCLFNSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advanc:e. (952) 249-4600 ownerlcorrtractor on site• Inspector. White CopyAnspecMr's Flle Canary CopylSite Notiee DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO..�bG�t�r�� COMPLETED 3—3 '�G ADDRESS 7`f5 L��(C«t .v 1��4 - OWNER TELEPHONE NO. CONTRACTOR C�6�9GCc � DESCRIPTION G�•'4 rc �n S�L• ty ❑ 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 _ ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � �,�ATION ❑ 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 OWNERICONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: � W � o �ns�C , n� c��'� � U•�3 � — d K >' - G�e li.c� J� �i e l6 G� h. — � 0 � W dK �4 �60�J � Q � a W � W � J W RK ATISFACTORY:PROCEED ❑PROJECTCOMPLEfE � ❑CORRECT WORK 6 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-460� OwnerlContractor site: Inspector. �`✓" White Copyllnspector's File Canary CopylSke Notiee �� <S ATE TIME CITY OF ORONO CALLED IN��j`_5�� —�— INSPECTION N_O� �_O/ SCHEDULED ��—/� /. 0� PERMIT NO. �Y PLETED � ADDRESS c� OWNER _ T PHONE N��7 �� CONTRACTOR � DESCRIPTION 41 ❑ 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 v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNEWCONTRACTOR TO MEET YiOU:_YES_NO , � COMMENTS: , 4 A ro� ��Q s�� .� �,.d __,�.o � � /po�l 4�c e rL��t� 6y`�a � iv� 1/ tZ' � .�e�s�/ 0 Q w� !<<� � �a�( `}'id+' /rC�f'"S�d� � � W � J d � ❑WORKSATISFACTORV PROCEED ❑PROJECTCOMPLETE � O CORRECT W'ORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY ��WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE CONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN 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) 249-4600 on site• Inspector: �' White CopyAnspecMr's Ffle Cenary CopylSfte Notiee -. � � � V � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED /I 1�p -�' PERMIT NO. ��l� `0�3��' COMPLETED ADDRESS ��/ . �/ e� OWNER TELEPHONE NOM Ia ' - " � CONTRACTOR � �� S � DESCRIPTION ��C � ��C� N�1 l��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 _ v ❑ DEMO-SITE ❑ PTIC INSTALL Z OWNERICONTRACTOR TO M1 YOU: YES_NO y COMMENTS: a � ,��c r ��s — /g"�cf • aC Y�"�' — o — 5c��a�.�s —�r� — S�icC� �4�ss mlarii.r�, '' � .Sa � � — G/��, — � � - �G�iiN/7 �� laXG�c►/{ �ia r.1. ��t /'c.�OU� � ��Ty /daS e ,�.L 7� v��.,., �$d•L Q 2 __�r�vi- p� ,�o a�i�c C6 Kc v cs� � W � W � � J d W ❑1NORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE � �CORRECT VYORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING pERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR W{LL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALI TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-460� Ow rlContractor i e: �K�a''(� Inspec o White Copyllnspector's File Canary CopylSfte Notice �'� l � � DATE TIME CITY OF ORONO CALLED IN �— INSPECTION TICE SCHEDULED ��2 PERMIT NO. �C �/ COMPLETED � �� ADDRESS �� 5 C lL. / _� i;/ E� �Z'�"`� OWNER TELEPHONE NO. �' ra �7'� �� CONTRACTOR � � DESCRIPTION 'J /� ` lV ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL �� Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLI��S+�" 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 i ❑ AS BUILT-SURVEY ❑ S�WER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ S PTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU: YES_NO ' -,�-as- !� � COMMENTS: �– �-IcG� r�/XL a ��'�'�uoa. -�'.s 6( �✓ot��co.� ir. b.Jer�,�rs j Go�/laQc'G tax, �r' vZ uli. �J�wtS- � �rov r t��. ��f l( �'I p�i4fi Irp.�.� -�a/ �✓NCr //K- LeJ�}F(�CJt.�r ° � Pa-%�t ,6t�k ;rc•�. .� on �4s r,-tez�.� W . � �� GQ'4/� �-GJ l�O�� W i�s ,pa,2sZ`rq�a��.�, Q Z S • � t � Q.� ��e� 6 K w � � C'or r��t -f �u c� ,�r.� ,��:�s�a�. a W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑CORRECT WORK&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 RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED �SPECTION REQUIRED.CALL TO ARRANGE ACCESS. r Ca11 forthe next inspection 24 hours in advance. (g52) 249-4600 OwnerlContractor on site: ��`!�� Inspector_ h^- White Copyllnspector's File Cenary CopylSite Notice A � � � ' DATE / TIME CITY OF ORONO CALLED IN -- � INSPECTION NOTICE SCHEDULED — — PERMfT NO�D� O/i136 co LETED ADDRESS 95 OWNER T HONE NO.�� `T�� '�1D�7 CONTRACTOR �ti1-�a- � DESCRIPTION /� �� 4~j ❑ 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 ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � � j �O a� O � W aC Q � � W � � J O W� ❑WOFtKSATiSFACTOHY:PROCEED O PROJECT COMPLETE � ❑CORRECT W'ORK 6 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS_ p pHOTO TAKEN INSPECTOR WILL RETIJRN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call ror the next inspection 24 rs in advance. (95 249-4600 OwneNContractor on site: Inspector: wnne copynnspectors Ftk Canary CopylSite Notice \ 'I -- If • • r-��o- , ira. i - II___ ��____-1 � _____ J� � II ___ 'il �1Q�" ' "��' 2�d�_" . / IF-__'_ � O.S.B. ENTIRE ''---�-"�— 6�-r �. �" --g*- '��- - aq �� b 5��= EXTERIOR OF HOUSE I' - -�I; ol�, ; xBTRTD.POSTON r�a°" ta,�m� ir-e•.ia�� 6 ii �s'ousoniotuee t M---- � Haaeeisoar�s • •, ¢ ro4'.�� n�¢fs � I � � FROSTFODTIfvCa z iL___ � DECKABOVE b zr�mman y UV m a 6M8 TRTD.POST ON a� 1q�lO lP WRM llp b 1'.11•�1 Tnmmx �. � � g.Q az��'N�ej O�s�•••, tE'DIA SON071RE I I � -��o � � ALIGN AS SHO.M� SJ'ane 8lgqer- ....UnWs FROSTFOOTiN6 IF-___�yl�� +� "H��I : � � io�mirwnnr i!---��`� I� q ••••u�n�maou,o�a•••• GONYEA jL_ JI� 83-0' li Y � — - HOMES , - I�'-_ _ _~I� REOU STiORALTERNATE I— .-..-_-.-._-_-_-.._ _.__ '_.- —'_ ALIGNA35HOWN I� _ II� 1 1 Yd r___ .I I i 256' � 20'-0' fi104 OLSON NEMORIAL HWY. ` ��- . - GOLDENVALLEY,MN55422 , REC ROOM WDWS z GAME ROOM WDWS M�.N T�ATTACHDECKW/ , ��• „�.� OFFICE:761t32-4500 9F�S�NDTTiLASNEEDEO. FAX:763�32A601 2 SCALE: 1/4'=1'-0" 2 SCALE: 1l4'=1'-0' a-s irasuunon or� - ��.�.s g� i g� - _ i � tlo 7-3' SIOE WALLS iF EkCEPTroN �' �� BUILDER IICENSE R2459 B'xB'PATIC{DR. � � waaox.z.eisr+orw�r ———— —————————— �,,,— — ——— —�— —;———------_-�� -- L REVISION RECORD / I� 6 � � � coric."oPLu�7�o�niioiwau ———— N/u ,��t"^-- . F•�� ———G�AMERROOMp� ,�� I� §I § I 1 8-24-15 _ 2-91l7{.J� 1 HDR IN RIM�_ I — _ I � -ouT _ ' __ -_ � S.R.SOFFR b i � I R�O DRAIN.�GCpJC,FfG4. I��,� S-0'a la'-0' t 4 CAMET � �I � . 5 Nn�sw�u 4;� RE6ARPE�CODE eI EXERCISE T ^ I ��r 3ssa xsnaicl �n § § a �� MAT b I�§ 3016AwN�3D16 MM�70t6AYM ____ I ,\ ,� I ' � I I..�LL-�-�- � �T� � w � �— : � _ — �I m i �V � �:�, 1(1'L_ trY. H .I I I �i3'H.R C W POURED ' - '-'I�£QA�� 0 WALK-0U 8'-0'WDW T. � - � � CONC FWt,pAT70N WqLL i � I � , J i � i �m I 1 � �.{�-,�I I 1 TRTD PLAiE I I I I I R'OORAINqGEBOARD�ON ig�.xa•-o� '� u � °o' i i f � za.a ca+r.cor+c.FrGs. _� � -� + . I I SPORTCOURT ' ✓�� O u� I I � � �- I R E B A R P E R C O D E � H I 10' <'9' ''� I I � CONG i �o�, �� i i �LL �� ''� ^b' 1 1 REC�ROOM � . �aau o ci�a. � i �i " � c g i s GAME ROOM DOOR a S.R. BAR ARCH � � � ' � � il � 4�, ns• io- a•-9_f im i i 'o � ml� � � I 2 SCALE: 1!4'=1'-0° 2 SCALE: 1l4"=1'-0' I t Q r--'I`� g.R��i� # �� „ ' Im �i m I I J I Y' I . -- t ��ti I I � g� ' i I R-51NSUlATqN O � --V- - �FO I 1 Ty � ' I x SIDEWALLSIFEX _ � I � �i I -- %�;, i i v Y � � � � � ry I w aao2.z.e�s Nor er I I .. .M10 � � ��f1R � 25�� I I o� R d.i Z.-0. '• O g 7 yj V �I_�. LVT � � I � �.. §� � � I MECHANICAL ' .�m�. § , � I i I N i � I '� c o r i c. i i � i i � J � N 9 I �. ��. � I I R A I S F.P.1 i J1EEET ROCK CLGS." S U¢ 7' b I '.. I I �..I LL � ' 1 .. Y Q I 1 ZSTU S T IOf.MTGH I S T O N�T O C L G. I �'�i F � 9'-0'H.x BM'POURFD Y Y.F.O. � 3.p� " m 1 I CUSTppp��,,,��MMlTFL � � � JOIST SPAGING ON I r a+ �� I POUJT LOAO §� � � CONGFWND. ALLS I I � ' 4' i I W UYWT OF MECN ROOM /� 1&B'CONT�OfJC.RGS �?vl i ' FROM ABO�E y 'q b � �TRTD.PUTEE�, I O BE OETERMINED BV �y � � REOAR PER CODE'� ^O I I � ' I 0108'CAONT.CCN�C.pFRTD SN o I I �k:CH SUBCON7AACTOR �uR !y t4 r 1 � V' I j , I � I i� � i LLa _� I �..r . .: � : ._ ... .. . _..-� r`L� I,_'�-- I �-a 2 '� a-Y _ l.�.i I b IOMABWDE I . _ �_ ._ _ 7rl . _ _"� ' Ir� � \ I . REBAR PER " ., , 1 � HRV I S R.AACH _ . ._ � __-'_ ---_. Y _. . , 18,j. �� . � . . ...�... . .' "_oR��L . - 1- ', _ I .'.. ' I ___ _ _- {-....__ '_L_ . . � C�,),-' �17 L _- 6._Z-"- .-0^ - -. I . I-3'�' ',1 7-0 N a 1 0'W.P O U R E D �� 1'-0'J O 1 5 T C A M I -' 2 n� a Y•H�R 6 W.P O U R E D t7� L�•� `T A0.IUSTW H T.d �--- GONC FWND WALLS I�.i I . I U ti I n GONGF0�1�1�TRTDNPL4TEI xy � � I I 9 Y J • s REC ROO M ARC H STEP FOOTING9 R 9. I I 7'IXTERIOR IEDGE 9'.p^H x B'W.POURED �j � � I H-70�RAIN,AGE BO RD ON ^� I iD O ! � � FOR AOEOUHTE FRO ❑ TTI 1 TRT�.PLATE � CONC.FOV ND.WALLS §�� - I UI (� S� q � I i 2'EXTERIOR LEDGE h �� I _ �`�'at 0 ^_�y � � �0 20'xB'CO�.'BAR P R GODE '� � I I ° I W ` Z SCALE: 'I/O"=1�-O� I ' R-10 DMINAGE BOARD ON L_ � 20'xB'CONT.CONC.FTGS. 1 TRTD.PLATE w / Q I I REBAR PEft CODE ' . C I L �� F 5 � ��^ ..�.-J R�10 ORPJNAGE BOARD ON m I 4 zp�.e•coNr.cor+c.Fres. � I vr_� � 8° �� "' � I � _ J Y � � �.-� �5. RE9Ait PER CO�E 'I ..I __ m _. F' . Q Y r �1 —i I \ i g-0• i i��• I ---I�--�-- '�a�3/48ATH I I � I s•-o-H.e w.v o u a E o � LL � _ _ j � j �J -- J- , / Z.Fj�i ��T II �__. �I___ I C O N G F O U N D.W A LL S I �� . ��i I.. I . � � y�I . � �t -� .. "� �� § 1 TRTD.PIATE . —�`-7 , - , I'' I `� a�� -�� - ' ) �� 10'-0'R 12-0' � R-100RAINAGE BOARDON � �I \ ' �• � UNFQiISHED VNDER sr as � _. - .. _ � '��..�> �" i� � zo-.s carr.conic.Fres. �.� � u. I�•. �"( - I- �I 3¢ n BEDROOM#5 I kEe.w vea cooE a� � � �--�-��--'i ` i � . § i /� UNEXCAVATED ----�-- -- T :. _ cnarer I , � /'.,. BEqRING POINT - I I � � ' I � 1/1 � �r 8000� � '�q m; % JO•,3Px,7D.CONC. L !-J� �� - -.,• L---- - � J � ( Y � V, i / I •20'M.CRBS.BY OTMERS �- GqS FP y ' ; ' ,'� PAD FOOTNG I � - _ . : ^ r r��'� �q �I ��.� / , • � �y� I MDON APE S LED b - � ' � L�`I �� Lrv. U I �-- / � i �. � lT7 ,�---I �INTO SUhP BAS UAdP I e �� . . ._. . _-I� � __ __'...- . •. .___ `- - � .A , . � w � I �s o-H-ew Pouaen �.: i - - � / - �- - - i B'H.xB'4V.PWRED � w O � � p�-0�, g� ��2 5�-0' ��,��, � � \ . _ I CONC FOUND N/ALLS � �CONC.FROST WALI ON �_ UNEXC. p•�7�RIORLLPGE I W �T•_r � S.R.PRCH i 7 TO—5.� � i / ---�•. _-._ . U i TRTD.P�ATE � zo•.a•ccNr.coNc.�cs. C J W � .,`� �� 5,_' -0„ R-10ORAINAGEBONiDON' I REBARPERCODE } � / � � MAINTAIN FUIL FWNOATION HGT. I A/ , REBAR PER�ppEC.FTGS. � ` s REC. ROOM F.P. 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'" O PROJ.NO. ro 9.1 ROOM DI0.�NS10N5 FOR F1NISiiED ROONS � � '�. ¢.-'..- �� m MAI N FLOOR PLAN P� ar�u�vrto�w�aao usm faa " . ,' �:¢: �i \� GH0602 GEMERAL%ANNING E7�ACTROOM �. ,•, �� $CALE: 1/4•a�•-0• qMEN510A W0.�VPRv. .� �� /� ','�'p� �' \ J�Gw ��w�� y. �'., ,�.� SHEET , �� '�s�a.sror� � OF 6 �� a 1� - 25�_�_�„-- - - -- --_- -- RECEIVED ------ 20'-0-0" � DECK LEDGER LEFT END OF TRUSS - -_ - � � - I� �EP 2 3 2015 ----- _ __ - -- - - - �, ��- - , - � ___---- - _ � _ -� �AINFLOOR PLAN NOTES: ' ' (2)9 ��2 �LUS BE M i II (S�PPIi d by hers� - I � I � � � CITV 0�ORONO � I � 1. 20"4X2 FLOOR TRUSSES � o ifl 2. 1/2"SHEATHING DEDUCT ' 3. TRUSS IDENTIFICATION LABEL LOCATED ON END I Y Y Y Y I�i I�i � C7 C� U C� � L� 11.1 I � � � � � � LL, � � � � LEFT END OF TRUSS _ ; OF TRUSS. � j � �-, '� ��r � �- � ' (�C)9 1/�' FLUSH B � M �� I 4. LEFT END OF TRUSS IS PAINTED. THE(X)TICK MARK ON I supplii d b the ) I LAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ON I y � � I II � � LEFT SIDE OF TRUSS DRAWING. 5. ALL DIMENSIONS ARE IN FEET-INCHES-16THS i � �I'�i ,� I 6. HOID RIBBON FLUSH WITH TOP OF TRUSS. NOTCH IS li a � � I MADE LARGER FOR VARYING LUMBER THICKNESS. II d � � i � � � 7. ALTER TRUSS SPACING UP TO 3 1/2" FOR PLUMBING ' �' � AND MECHANICAL LOCATIONS. TOILET SYMBOL DOES NOT , REPRESENT EXACT LOCATION. � i ` 8. DO NOT MODIFY CUT R REPAIR ANY ;� I ,O PORTION OF THE TRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS. I i WARRANTY WILL BE VOIDED WITHOUT OFFICIAL ' DOCUMENTATION. ' � i I 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSS � _ ; PLACEMENT ONLY. THE CONTRACTOR WILL BE ' ' � RESPONSIBLE FOR VERIFING ALL DIMENSIONS AND WALL � �� HEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES. I� -- - . ' , , , I ' ' II QROP pp� d bY�Vhers)�Q. ' , - � _ _ .. _--- — - - - _; ___ ___ . — -.. . — _ __ ._. � � i __- _—. ---_— ___ -- , - � _ _- _ I � � a � � � � � � � � � e- � � � � � �- s- � � � � e-� � � �2-� STRONGBRCK BRACING DETAI� � "' �' � � � � � � � � � M M � � � � � M � � � � � � ,� N I� I� f� f� 1� 1� ',.1� t� 1� 1� f� I� 1� I� 1� I� I� I� I� I� 1� (� ��, r.uuss.�Hov�Eo� � .- � � Fa � � � � � � � � � � .- � .- � � � FORM CORNER ON CANT '' (see job packet for attachment details) �� FLOOR TRUSSES ATTACH TO � FP -"�1— �=__� GIRDERS USING NOTCH METHOD � �i ', (see job packet for details) ` o ' 2X6 STRONGBACK BRACING REQUIRED EVERY lOFT ❑.C. ' ,� lo Z � STRONGBACKS TO BE SECURED TO VERTICAL W]TH (3) 16D NAILS 'o � STRONGBACK LUMBER MUST BE 19' IN LENGTH AND LAPPED 2' AT ENDS ' , INSTALL S7RONGBACKS PRIOR TO SHEATHING ,� �� SEE JOB PACKET F�R ADDI7[�NAL DETAILS I i � -��-- i- _ - � _ _ _ --- � o � ' o � � N I «--19.2'O.C.SPACING - � !! i -_ -- --- �`�. � - - � ,a,_6_�„ � � z4� � ✓�,_o_�,.� R,u„ , 10'-0-0" �— 12'-0-0„ GERTI EU }' 4�'-s-o�� , Autc�mated auiEding Components Inc sALE s RE P : LLC wo# : T s s 8 4 s F ■ L A K E V = E W M O D E L 77 �1 Sth Strcc�t DUE DATE : 9/11/2015 SCALE : 1"=5 ' -2-0" Chetek, �� 4�2[.� LYMAN CHAN DSGNR/CHKR: JLB / Date = 9/11/2015 8 : 08 XXXX LAKEV I EW PARKWAY TC Live 40 . 00 psf DurFac—Lbr . 1 _ 00 � FltUlte SOtI-J1,1-F990 ' .� �ftOflC' R��-��-��6� ORONO MN TC Dead 10 _ 00 psf DurFac—P1t _ 1 _ 00 f-�� `�-`S8; BC Live O _ 00 psf O _ C _ Spacing : 1— 7— 3 BC Dead S _ 00 psf Design Spec : SRC-2012 "SE7TfNG THF STA,MDdR�S FOR Q,UALJTY AND SERYICE" T o t a 1 s s _ o o F,S f #T r�#c f g : o � o � � UPPER LEVEL FLOOR PLAN NOTES: I - - - _ _ _ _ _ _ - I 1. 18"4X2 FLOOR TRUSSES - ---- — ---- - ___ -.- _ 18'-0-0" v I 2. 1/2"SHEATHING DEDUCT 25'-6-0" ' o ! 3. TRUSS IDENTIFICATION LABEL LOCATED ON END " � OF TRUSS. `° 4. LEFT END OF TRUSS IS PAINTED. THE(X)TICK MARK ON ROOF TRUSS GIRDER ' LAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ON - : --_ :- -- - FT END OF TRUSS «---19.2"O.C.SPACING LEFT SIDE OF TRUSS DRAWING. �' �' � � � � � Y '� � �� `� � i � Tii 5. ALL DIMENSIONS ARE IN FEET-INCHES-16THS ' I I� I i i Ii I i i I 6. HOLD RIBBON FLUSH WITH TOP OF TRUSS. NOTCH IS i ! ; MADE LARGER FOR VARYING LUMBER THICKNESS. � I � i I I 7. ALTER TRUSS SPACING UP TO 3 1/2" FOR PLUMBING I' Ur ', ' , I (9) GF (5) GE � AND MECHANICAL LOCATIONS. TOILET SYMBOL DOES NOT I o � ! i REPRESENT EXACT LOCATION. ' ,�,,., '.,N I I �'... I� I � � � - � . , . � . . , . � � . , . '� 8. DO NOT MODIFY,CUT, OR REPAIR ANY PORTION OF THE , ' i TRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS. I � � � � �� ' � � � � � � � � � � � � � � � � I� � � � � � WARRANTY WILL BE VOIDED WITHOUT OFFICIAL o � � � � N � ry � � M n � ' I � DOCUMENTATION. � d � � � � � N ¢ � d � � �' � b � � � � � � � � �i � � 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSS i � �' � � � N N N � N � ,� � � �' � PLACEMENT ONLY. THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFWG ALL DIMENSIONS AND WALL � i HEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES. I I - , , __ _ ' ' � , , '� STR❑NGBACK BRACING DETAI� , ;I (3)2 10 D HDR RO ED g�AMS�S R . RO I ED MS' S R . (su lied b thers) ( pplie�d'by others) �� ( pplie by ot rs) - I I - - � - � 2X6 STR�NGBACK BRACING REQU7RED EVERY lOFT ❑.C. � Q Y STR�NGBACKS T❑ BE SECURED T❑ VERTICAL WITH (3) 16D NAILS I� � � i STR�NGBACK LUMBER MUST BE 14' IN LENGTH AND LAPPED Z' AT EN�S ,N � (� Ytn „ INSTALL STRONGBACKS PRI�R T� SHEATHING � C� V � I � �. .. SEE J�B PACKET F�R ADDITI�NAL DE' " � _- -- 0 . '' I' I �i2)2X10FLSHHf7R I , . . H H U S48 sc�a m n�v mr«i . . - -_ - ac�c.r�nc cia.r.a m 1 �- - - - I I I' _ ,��a,.�;�:.:��,,.a -- H U 52+6 ti��T.�.�A�,� , ? � ��; �'� � ,,� .��, _, � - CYYii�i rN w t 'ii I � �i I � � � �� . �, Q 'i, �O SUFPO�TIkG • _ SUP?ORT:NG � - _ � ' fJIEMBEF2 F.AS7EtV�RS: � M�MBER FASTENERS; ~ � � � `�-' � 22-16d(0.162"x 3.5rJ") ' � 14-tSd f0.1B2"} y ,� �O ' '� �o O �51:Q •'} , CARRlED � _ � ' � ��tEM18ER F.ASTENERS: -- �f MEIv18ER FASTENERS: , '� " I , Ii ' �i � I, a-��n;r. ��a^x 3.50"} - ;> 8-16d t0 1 c�2') , , ., ; 7 �� @ J 11 _ __ � '" � ' � l TACH KNE W��LL TC�J��BOT`TOM NO Q OF ', I, . FHlA�3 ._ � � � U.S.P4TENT 5.fQ3.5@9 __ �� IR R T US ITI . _ . r_ - I � � �� '�J . � - � �� I HU 6 Hq i GE 7 � -� I} I' �' - - - - � I �f � ' __ ___ �`i' CO�C USTING: � -_ _ ' _ - -� � (2)9 1/2"FL.SH V ___-- : _ , �y�: ___--- CnGL IISTItJG �, 1L: ` `� _---.--=' •'---.:`� NER�11 -� __- �c; - ,,� ROOF TRUSS GIRDER ( pp ed y the ) ---'- " -- , j „� . � ___-r- .', ; �X ER-5B5i3 �'.� ; 1 E�5 56 -- — - . _ -' su i o rs er �_ �.-. 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Re: Escrow Refund � Building Permit#2015-01236 pertaining to 795 Lakeview Parkway is complete. Please refund $2,500 to the applicant, Gonyea Homes. The following is attached: • Original signed escrow agreement . • Copy of cash register receipt showing escrow amount received Mail to: Gonyea Homes 1000 Boone Ave#400 Golden Valley, MN 55427 w:l,street filesVakeview parlcway�795�escrow refund 2015-01236.docx , ; r BUILDING PERMIT ESCROW AGREEMENT � , Orono Building Permit# 2b� �1g11.3� AGREEMENT made this �� day of 5 , 20�5 by and between the CITY OF ORONO, a Minnesota municipal corporation (°City") and G-ahy��. 1�-ow�e� ("Owners"). Recitals 1. A building permit a,pplic tion has been filed for � � G�v-S'e- located at C!S ev �� lar��.va� the ("Subject Property"), legally described as I.��-3. .�I�c. L, lnK�ev�c,w o 0 no . I�enne�;n Caun , Mrnne�r+e�. 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 # Zb(5- 0�1�(cif 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 py nt to Minn. Stat. §§415.01 and 366.012. / CITY: CITY OWNER: � By: its: �� lntema!i�se Only: ��Dcagi�aal to�Depar3men# �Copy#o S#reet�ile Packet Last Updated: August 2015 Page 23 a � ,✓ / ;?1� � \\� `�\ ��< i' / i i"ia,CAQ �� r�� [� � �% . .��"' y/� j r�: � � "/' '�/,'f'�J�f,'b � :�'�. . .. ��r ��'"��.. �,,, � E A 1 �� '; ' � �� " y� @ \ �� z',a: %/j a � �� , ri� �. ��. .s �a ��\ �\ �` � ��`.� �� ,VALL ... 5 x�� e � �, �� ;�� \,� �l �, � � ,/,/�� ;�; �.� o� �� _O� r,:;� � ,,�� `�a � �� ,:�\ �� .i ��i �. � �� • �:::� ��, �:�.,. 12/10/2015 f � �'� �%s �/��'�'/ �� \�� \� � ��.� +� R 'F ��% '/ �\�r �\ \ �� \\ � � g I �`��"�� ° �� a�� 1 �*2 504.00 ��: ��. �� ,..�. � Two Thowsand Five Hundred and QO/100*."`*'""""'*„'*{„"'*„*•«,�,«,.�,�*�„�„�.*.:�.�,..*,�** **,rw,tr*,r�r,k,t**attrtr+**tirr�vr+t*w+esr,r,t+r,� DOLLARS � d y�//�// y � ��'/�y' �\�� Q�\ �� \ �.'�� •. r � � �� \\��. ��'� � �� <��y %%� ��.::� �� <:r� �� Crystal Bay, MN 55323 �,�,�� %�� ,y;;,� . �� >. . �`�� '��/r %/Hi/��/�//loii.c. ��. .\� �,a�.=��.... �,'�� GONYEA I City of Orono City t 2750 Kelley Parkway Date Orono MN 55356 952-249-4600 12/10/201; Receipt No: 3.014784 Dec 11, 2015 Gonyea Homes � Planning and Zoning ' 2015-01548 795 Lakeview 2,500.00 Pkwy 101-22205 � Deferred Rev-Developer Deposit --------------- � Total: 2,500.00 Check � Check No: 10551 2,500.00 ° Payor. Tradition Capital$ank Gonyea Homes 2,500.00 Total Applied: 2,500.00 --------------- Change Tendered: .00 --------------- --------------- 12/11/2015 08:11AM i � � . _ � CITY OF ORONO * 2 0 1 5 - 0 1 5 4 8 * � 2750 KELLEY PARKWAY DATE ISSUED: 12/l U2015 ORONO,MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 795 LAKEVIEW PKWY PIN : T000108 LEGAL DESC : LAKEVIEW OF ORONO : LOT 3 BLOCK 2 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY'TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: ESCROW FOR NEW HOME PERMIT#2015-01236-PAID BY:GONYEA HOMES-CK#10551-$2,500.00 APPLICANT ESCROW FEE-BUILDING 2,500.00 GONYEA HOMES TOTAL 2,500.00 6102 OLSON MEMORIAL HIGHWAY Payment(s) GOLDEN VALLEY,MN 55427- CHECK 10551 2,500.00 (612)741-9069 Minnesota State License#:BUIL-2459 OWNER Source Land Development Inc. 18215 4STH AVE N STE D PLYMOUTH,MN 55446- 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 khe work described and dces 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.l'his 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 app►icant is responsible for assuring all required inspections are � requested in conformance with the State Building Code.This permit may be � revoked at�y t�n�r due cause. /� � l f • , ��v .r I 2.- I �5 ��1 `�."�� r� � / ( � / pplicant Permitee Signature Date Issued By Signature Date