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HomeMy WebLinkAbout2017-01081 - new structure '� , CITY OF ORONO 2750 KELLEY PARKWAY * � 0 1 7 - PJ 1 0 8 1 * DATE ISSUED: 10/1U2017 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 1760 SHORELINE DR PIN : 10-117-23-14-0017 LEGAL DESC : N/A : LOT 000 BLOCK 000 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTIOIY TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 1,020,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,SEPTIC,FIREPLACE,WELL(STATE),ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 6,338.92 NOR-SON INC STATE SURCHARGE(VALUATION) 508.00 700 LAKE STREET E TOTAL 6,846.92 WAYZATA, MN 55391- Payment(s) (952)767-7949 CHECK 6846.42 6,846.92 Minnesota State License#: BUIL-BC001969 OWNER Woodhouse Shoreline LLC 600 HIGHWAY 169 S#701 MINNEAPOLIS,MN 55426- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within l80 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. i �0 -//-/ .7 >"'-�l � O l // l �� G%�z�� / Applicant Permitee Signature Date Issued By nature ' Date 1 t � � ` CITY OF ORONO � / � � b7 � BUILDING PERMIT APPLICATION / FOR NEW STRUCTURES OR ADDITIONS �O�O Mailing Address: Permit number: '7= 0 l� � PO Box 66 Crystal Bay, MN 55323-0066,^ . Date received: / J"`" i1 a y StreetAddress:' J�' �� �' Received by: /��ry /L(l' y�, G� 2750 Kelley Parkway /b Plan review fee:� / ,� �qk�SHo��. Orono, MN 55356 �O/7—O/O�(� Main: 952-249-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: � Will this be a Parade of Ho es, Remodelers Showcase Home or other Di play Home? Yes No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shutt/e bus service il be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APP ICANT INFORMAT N: Name: � Q State License# Expiratio Date: Phone: cell - office �' - Mailing Address: Cit : ZIP: Contact Person: Applicant is: ontracto / Homeowner (Circle One) Email and/or Fax: . PROPERTY OWNER INF RMATION: Name: � Phone (day): �. -- � iI r� Address: . Cit : ZIP: 5� 7�/ Email and/or Fax ARCHITECT/ENGI�IE�INF�ORMATION: Name: � ��(� Phone (day): ^ _ p Address: //�lb Cit : ZIP: C�Z Email and/or Fax: PROJECT INFORMATION: Description of project: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal 8 Water Supply �New Construction �Single Family with ❑Accessory Bldg./Garage Addition attached garage ❑ Deck ❑ Public Sewer ❑Accessory Building ❑ Single Family with ❑ Office/Commercial ❑ Relocation detached garage �2esidence �'rivate Sewer ❑Other:(specify) ❑ Multiple Family/Condo C]�etaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water **Any earth movement may also require ❑ Commercial ❑Storage MCWD review&permits. ❑ Industrial ❑Warehouse �Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other:(speCify) ❑Other(SpeCify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952�71-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ � Q D SEP Z01/ I I � Last Updated: January 2016 CITY OF ORONO 1 � � STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 1 1/ 1� � 1��i` a.Length(ft.)= Number of bedrooms= 2. Occupancy: / b.Width (ft.)= Number of garage stalls: (� 3. Occupant Load: -1'� Areas in square feet Attached=� c. Basement= Detached=_�� 4. Type of Construction: M � d. 151 Story = l/V �/ � ,n n ,� e.2"d Story= 5. Code Edition: � f. Yz Story = g.Total Area= � REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable � ❑ ❑ Buildin Permit Escrow A reement and Fees � � ❑ ❑ Plan Review Fee � Com leted A lication Form � ❑ Pro osed Buildin Plans–2 full si sets,to scale and 1 reduc d 11 x 17 r 8'/Z x 11 set ❑ Minnesota State Ener Code Calculations and Mechanical Co rements D Surve –2 full size,to scale(meetin ALL survey requirements ❑ 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 ❑ Access Permit Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; . Agrees to pay the City of Orono for engineering consultant review costs in excess of b500; • 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. �C�`_�',1�, M l,�., ApplicanYs Signature: Date: l Owner's Signature: -� Date: � IOS (2�� (�ast Updated: January 2016 I I r P�4N REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: ,�T�. „��� V 1 ►�V r'� .�� Permit No.: 7�� '�l� �J � Description of work: 1�!� v ti V Date Rec'd: ' i � � • � � Septic review by: Date Approved: `� � Zoning review by: �. Date Approved: � � �� � Building review by: � Date Approved: 1 G :l � / Grading review by: �� �w�� r� C�_ Date Approved: �.�' �� '�� Zoning District: �� Zoning File#: �' Resolution? � Reso#:�� Reso Date:���� �� Signed: � No Resolution/NA � Zoning: Lot Area: SF/f� Width:��� Structural Coverage: SF % Survey Submitted: �Yes 0 No Date of Survey:"l�� ��� Revised date(?): Landscape plan submitted? � Yes Landscaper: � No/ None proposed Pro osed Setbacks: Front Lake) Rear(S�evet) ( N S E M ) ( N S W ) Other Buildings Wetland Side Si� Z ' Z� � • S' Buildin Hei ht Anal sis: Distance Between First Floor and defined Top of Roofi`(See"building heighY' definition : �a) p �% First Floor Elevation from buildin lans : (b) ����� �� Highest Existing ground level (per survey) or 10' above lowest ground level, ��� , ���� whichever is lower: Difference befinreen b and c "`: �d) DEFINED HEIGHT '!f highest existing adjacenf�rade is above FFE-Height is(a)-(d�.� (e) �� *!f hi hest existin ad'acent rade is below FFE-Hei ht is a + d Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? l� Yes 0 No Permit Number: �, — `Yes � No � N/A 0 Yes No 1� � N/A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and s % and s ��atis"' l� Yes 0 No 0 Yes No �1 2 3 4 5 l�x;��L�� G��� ���� TYPe(s)��oi" TYpe(s)� � Jpdated: June 2017 z:\forms�plan review checklist 06-2017.docx � ti " Fees to be Char ed YES NO Permit �/' ,, Plan Review � State Surcharge j�.-� �� Investigation Fee SAC—Number of SAC Units (/'" Other(specify) y�^ S uare Foota e $ er S uare Foota e Basement X = $ 1 S' Floor X = $ 2nd FI00� X ° _ $ Garage X = $ Estimated Construction Value: $ �,(`/�4�_� � Orono Inspections Required Work Requiring Separate Permits Footing 0 Site Plumbing � Grading/Filling Poured Wall Silt Fence/Erosion Control Mechanical 0 Fire Foundation Survey 0 Hardcover Removal Fireplace 0 Water Connection 0 Framing 0 Othe�r(specify) , � Masonry � Sewer Connection �,Waterproofing/Drain tile �Mfg. � Lawn Irrigation � Foundation Waterproofing � Other(specify) � Landscaping Framing �Septic Insulation �� ' As-Built Survey Final Lathe Required State Permits � Other(specify) Well lectrical REMARKS (in-house): � ; OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: � See Buil�er Acknowledgement Form � Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. �I� Updated: June 2017 z:\forms�plan review checklist 06-2017.docx � � Builder Acknowledgement Form Permit #2017-01081 / 1760 Shoreline Drive Builder Representative Name: G��� �' "'C� Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, 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. �1 S Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to WS inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. �S A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning and repair of roadways for any adverse impacts. �5 No underground sewer within 20 feet of well. W 5 Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations must be submitted and approved. 1NS In the event of winter or other extended 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. w � 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. ws 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\shoreline drive\1760\builder acknowledgement form 2017-01O81.docx ` �. Christine Mattson From: Laura Oakden Sent: Tuesday, October 10, 2017 3:24 PM To: Christine Mattson Subject: FW: 1760 Shoreline Drive- Permit 2017-01081 Here is Adam's only comment Laura Oakden Planner City of Orono Direct 952.249.4602 2750 Kelley Parkway, Orono, MN 55356 Email: loakden@ci.orono.mn.us Website: www.ci.orono.mn.us From:Adam Edwards Sent:Tuesday,October 10, 2017 3:11 PM To: Laura Oakden<loakden@ci.orono.mn.us> Subject: RE: 1760 Shoreline Drive-Permit 2017-01081 I stamped the grading plans approved. - Perimeter sediment control measures should be installed by the Contractor and inspected by the City prior to any work, including demolition. Contractor must provide minimum 24 hour notice prior to inspection. From: Laura Oakden Sent: Friday,October 06, 2017 8:49 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: FW: 1760 Shoreline Drive-Permit 2017-01081 Hi Adam, Here is an electronic copy of the survey and a copyof the building permit letter I sent with your comments for this new home. They state that they have addressed all the engineering comments. Can you please confirm. Thank you! Laura Oakden Planner City of Orono Direct 952.249.4602 2750 Kelley Parkway,Orono, MN 55356 1 ' . Email: loakden@ci.orono.mn.us Website: www.ci.orono.mn.us From: Pat Schumacher[mailto:pat.schumacher@nor-son.com] Sent:Tuesday,October 3, 2017 3:50 PM To: Laura Oakden<loakden@ci.orono.mn.us> Cc:Wade Stock<wade.stock@nor-son.com> Subject: RE: 1760 Shoreline Drive-Permit Hi Laura, As discussed the pool is not in our contract with the owner and should not be included in our building permit for the project. The owner and the pool contractor/landscaper will apply for a separate permit for the pool. I have updated the survey to address items 1 a.—1 d.and Item 4 of your 9/29/17 letter and will be dropping off 2 full size sets of the attached to your office this afternoon. The proposed landscaping for the project is shown on the updated survey. The owner needs to record the wetland delineation Declaration,this should be done tomorrow—Wednesday, 10/4. From what I understand that is the final piece of information MCWD needs to issue the permit. Any questions, please give me a call. Pat Schumacher Project Manager 700 E Lake Street-Suite 213 Wayzata,MN 55391 952.767.7931 direct 612.221.3380 mobile 800.858.1722 toll free ���� ��� CUSTOM BUILDERS www.nor-son.com From: Laura Oakden [mailto:loakden@ci.orono.mn.us] Sent: Friday,September 29, 2017 11:04 AM To: mwoodhou@�mail.com; Pat Schumacher<pat.schumacher@nor-son.com> Subject: FW: 1760 Shoreline Drive-Permit Hello Pat, I have attached at letter regarding 1760 Shoreline Drive. The permit is with currently with our building inspector but at this time we have a few follow up questions that need to be addressed. Please let me know if you have any questions. z � F Thank you Laura Oakden Planner City of Orono Direct 952.249.4602 Planning&Zoning Office 952.249.4620 2750 Kelley Parkway, Orono, MN 55356 Email: loakden@ci.orono.mn.us Website: www.ci.orono.mn.us 3 r ` Laura Oakden From: Pat Schumacher <pat.schumacher@nor-son.com> Sent: Tuesday, October 3, 2017 3:50 PM To: Laura Oakden Cc: Wade Stock Subject: RE: 1760 Shoreline Drive- Permit Attachments: norsonshrinbps10317.pdf Hi Laura, As discussed the pool is not in our contract with the owner and should not be included in our building permit for the project. The owner and the pool contractor/landscaper will apply for a separate permit for the pool. I have updated the survey to address items 1 a.—1 d. and Item 4 of your 9/29/17 letter and will be dropping off 2 full size sets of the attached to your office this afternoon. The proposed landscaping for the project is shown on the updated survey. The owner needs to record the wetland delineation Declaration,this should be done tomorrow—Wednesday, 10/4. From what I understand that is the final piece of information MCWD needs to issue the permit. Any questions, please give me a call. Pat Schumacher Project Manager 700 E Lake Street-Suite 213 Wayzata, MN 55391 952.767.7931 direct 612.221.3380 mobile 800.858.1722 toll free NOR- saN CUST4M BUILQERS www.nor-son.com From: Laura Oakden [mailto:loakden@ci.orono.mn.us] Sent: Friday, September 29, 2017 11:04 AM To: mwoodhou@gmail.com; Pat Schumacher<pat.schumacher@nor-son.com> Subject: FW: 1760 Shoreline Drive- Permit Hello Pat, I have attached at letter regarding 1760 Shoreline Drive. The permit is with currently with our building inspector but at this time we have a few follow up questions that need to be addressed. Please let me know if you have any questions. i Thank you � Laura Oakden Planner City of Orono Direct 952.249.4602 Planning&Zoning Office 952.249.4620 2750 Kelley Parkway, Orono, MN 55356 Email: loakden@ci.orono.mn.us Website: www.ci.orono.mn.us 2 , 4 Roger Peitso From: Pat Schumacher <pat.schumacher@nor-son.com> Sent: Thursday, October OS, 2017 3:11 PM To: Roger Peitso Cc: Wade Stock;Amy Dirkes Subject: 1760 Shoreline Drive Hi Roger, To confirm our telephone conversation this afternoon.... 1. The garage floor drains will be run to daylight(not to the septic system). 2. The garage dog wash will have a maintainable trap installed to ensure dog hair does not get into the septic system. 3. Wade Stock, Nor-Son field supt on this project just emailed me the photo of the septic system barrier fencing. 4. Wade will call MCWD for an erosion control inspection up the completion of the installation. . ,� , , �. ,. - � '• + � . � .,� . .; . ,_. , , , ;� T � ;�� , w a' . � , � �; � � � ��r�� �`"'�. t• �,: � �a. ;�>� � _ . ,,� � ���������� ���. � �., � . . � . , � ��'z ,t 'r �. r �, �`. ��� , <, . F _. �' rM ,� . . � , , .� �� � r �r G t"`� � � � � �, . <��� ,���;'�; � � ��*r� ;,:,x � . a, ,� , .- � �� ' � � ��� _ � � �� �x�,�r .�ni«� �€ ,;�5 �`'-.�" ��'>.j,�,x• ,'�',; $+` q '�£ { � ��.z� �- $ ��r � ,�y� 'aw,�..� �,�a!s�.��,»�` ^-�,... .;r, ,y,y,,:, .... . , . . ..�� ..�alw6X� ,: . , .. . . . `�� e. -�,. .R�:�. .. � .. ,��, . . .. ..."4. �r . a. . .. N.. ��..,-� ., , . . _ :�,. � .. .. . , . , :....,. �� . a :--, ..iS ., .xrF � .j :.;� w � <,�, .+sil�. 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Pat Schumacher 1 Project Manager � 700 E Lake Street-Suite 213 Wayzata, MN 55391 952.767.7931 direct 612.221.3380 mobile 800.858.1722 toll free �A 1`�TOR- SCJN CUSTOM BUIIDERS www.nor-son.com 2 City of Orono �oNo Hardcover Calculation Worksheet y � Property Address: u � ,u �� D�� ` � �f�RE9NOQ'f Prepared by: Date: Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed 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 s uare foota e se aratel for each ortion. Key to Hardcover Item (Describe) Length x Width Total Surve S uare Feet . � y , .r - � N = �.� �.� �� �:b- A -- _" S.F. B S.F. C S.F. � � S.F. E S.F. F — S.F. G S.F. H � S.F. � S.F. � S.F. K S.F. � S.F. M S.F. N S.F. � S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. � S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Pro osed Hardcover S.F. S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover S.F. 3 Net Pro osed Hardcover Subtract line 2 from line 1 S.F. 4 Total Lot Area � S.F. Proposed Hardcover Percentage [(3)=(4)] °/, Packet Last Updated: January 2015 This is an information packet regarding Hardcover. Every effort has be���IVE D ensure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will��v�il.o ���1� Page 17 CITY OF ORONO City of Orono �No Hardcover Calculation Worksheet s� � Property Address: -�� V �� `'t sHo�` Prepared by: Date: o� � � Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 1: 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 Hardcover Item (Describe) Length x Width Total Surve S uare Feet � , � � 4, �¢: h.�, F Y ..-1' 1+.s ��,�� �.'�� �a� � �'� ;��� ��` :� �,;��,��s,�, '� - . , ,. � A O S.F. B S.F. C S.F. � S.F. E S.F. F S.F. G S.F. H S.F. � S.F. � S.F. K S.F. � S.F. M S.F. N S.F. � S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. � S.F. V S.F. w S.F. X S.F. Y S.F. Z S.F. 1 Total Existin Hardcover S.F. S.F. S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover p S.F. 3 Net Existin Hardcover Subtract line 2 from line 1 S.F. 4 Total Lot Area S.F. Existing Hardcover Percentage [(3)�(4)] °/, (Proposed Hardcover next page) Packet Last Updated: January 2015 This is an information packet regarding Hardcover. Every effort ha���l`�ED ensure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code,the Code provisions�lr�r�i7,��,'� aCl" Page 16 CITY OF ORONO 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 apqlication will NOT be accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on application submittal requirements. Completed Application Plan Review Fee Paid Signed Escrow Agreement & Escrow Payment Building Plans (to scale) x2 Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 arding this project. Signed by: Address: L, � � Permit #: a0 I�—C� O �� � Las�Updated: January 2016 I DATA PRIVACY ADVISORY In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private data on yourself. 6. Your full name is required to process this application or permit. 11/�v.a-�1�� ��lS �GvK��,� First Middle Last ��l.S` �yti�.�.�, f�'✓L �• Address � �K 1.'S � 0 �Z t' �o� ity State Zip Phone I understand my rights as stated above. Y �-- - - _---- Signature RECEIVED Packet Last IUpdated: Augusf 2015 SEP U 7 "L U 1/ Page 7 I CITY OF ORONO � `� W �Ol V� C ITY OF ORONO .� �. Street Address: Mailing Address: Telephone(952)249-4600 �� G` 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 �qk�SH�R�c. Orono,MN 55356 Crystal Bay, MN 55323 www.ci.orono.mn.us September 29, 2017 Nor-Son Builders 200 E. Lake Street Wayzata MN 55391 Re: Building Permit Application#2017-01081 On September 25, 2017 the City received updated building permit plans for an application at 1760 Shoreline Drive. 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. Engineer Comments. Our engineer has reviewed the survey and has the following comments: a. The survey needs to be signed by whoever prepared it. b. The plans depicts a construction entrance and an"Access Easement?". Please clarify if this is for a new driveway or for construction access only. If for a new driveway please provide proof that an easement exists for that purpose. c. The plan shows silt fence on the neighboring property. Please provide approval from the neighbor that this will be acceptable. d. Top of Foundation. The top of foundation elevation is shown on the survey. Please have the surveyor show the point or spot where the top of foundation elevation is in reference to. Please note,we expect the location to be consistent when submitting the foundation as-built. 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. Any proposed patios, grading, sidewalks, retaining walls shown on the landscape plan should also be reflected on the survey. 3. Pool Plans. The survey depicts a pool at part of the project. The building plans do not have any information regarding the pool. Please update the building plans to include the pool or we will red line the pool from the survey and it will not be included in the permit. 4. Average Lakeshore setback line. Please remove the average lakeshore setback line that cuts through the property. We only need the distances from the shoreline,which are already noted on the survey. 5. Minnehaha Creek Watershed District(MCWD). We have received conditional approval for the project; please contact the MCWD directly at 952-471-0590 regarding your project for final approval. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. 6. Building Inspector Plan Review. Our building inspector is still reviewing the proposed plans and will follow up if there are any questions. Please feel free to contact me at 952.249.4602 or by email at loakden@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO Laura Oakden Planner CCed: Pat Schumacher; Michael and Meredith Kuhlmann;Amy Dirkes ��CL11/E� , New Construction Energy Code Complian�e Certificate S�P 0 �7Q17 Per R401.3 Certificate.A buiiding certificate shall be posted on or in the electrical distribution Date Certificate Posted panel. ��K�irT'i���("!C�'" � Mailing Address of the Dwelling or Dwelling Unit City �y��,���V����V����V 1760 Shoreline DR Orono HEATING,COOII�G& PLUMBING Name of Residential Contrector MN License Number "Creurin,�Cus��un Cnmj�ir�"Siac•e I S►8S Nor-Son Custom Builders THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply Passive(No Fan) o � Active(With fan and monometer or c � other s stem monitoring device) p F � � Location(or future location)of Fan: ���� � - f-���`', Cx�� ���� � U 3 � Cj — `° a m � a a ° d o v n m � 7 Q C� m N C y � T � 2 � C � n ai � a Il j� O Insulation Location � ° Z f0 1O v O � w � m `o � �' E E d v v p oi o a a o o � rn g> � � z ii ii � LL � � � Other Please Describe Here Below Entire Slab Foundation Wall Perimeter of Slab on Grade Rim Joist(1st Floor) Rim Joist(2nd Floor+) Wall Ceiling,flat Ceiling,vaulted Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas Building envelope air tightness: Duct system air tightness: Windows 8 Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): R-value MECHANICAL SYSTEMS Make-up Air se/ect a Type Appliances Heating System Domestic Water Cooling System Heater X Not required per mech.code Fuel Type Natural aS Electric Passive Manufacturer BRYANT BRYANT Powered Interlocked with exhaust device. Model 912SC60100 BA13NA048 Describe: Input in 100,000 Capacity Output 4 Other,describe: BTUS: in Gallons: in Tons: Rating or Size AFUE or g2% SEER 13 Location of duct or system: HSPF% /EER Efficiency Heating loss Heating Gain Cooling Load Residential Load Calculati 86,809 36,574 47,144 Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech.code Select Type BROAN HRV 190S(BALANCED) X Passive X Heat Recover Ventilator(HRV) Capacity in cfms: Low: midtap117 High: 192 Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of duct or system: Balanced Ventilation capacity in cfms: FLEX MECH ROOM Location of fan(s),describe: Cfm's Capacity continuous ventilation rate in cfms: 6" "FLEX OR I Total ventilation(intermittent+continuous)rate in cfms: "metal duct Builders Associaton of Minnesota version 101014 ��., � .� . .' i � i i I innesota State �n�rgy Code Calculations and Mechanical Code Requirements Fo�m , '�,� Additional coples can be faund byt gnit�g to:'httt�://www.dii.mn.�ov/CCLD/PDFJsbc 1322 cert.adf � , i � I —_ _ _ , �I i � � � � � i VI101.8 Cerdfica e ,� - � � 1i� j � e�ua��:v�t�c• �.- Date:��'_,� �Ite�l�d `� �` �t�l/� , � Contrac.#vr Name: � Uaens�Number: tocatYor� TYP�' i �.s,ia , ' T�vre ' Loaafio,ri SJre .�Tir�sulatr3wr R-Va/t�e ' rf. 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Hearti S m wa. � �� p 5 t 'C IIf 5 Cfp .r t._ 000 r Gi.h �✓ � T� LOiC�7A C��(7AtKM�RS VL�IJt%��i?A TO� Vl!/l a1li�Ce� Ye/t iOn ;G�. ,�, / p ' Packet Last Updated: August 2015 Page 20 , � � .��al���►s��r���t t� ! � �"""""'�"'"""""" Ventilation Makeup and Combustion Air HEATi11G,COOIING�t PLUA161h°G � ���,���r���cus,�,mr��fnrl�sr�����ss Calculations Submittal Forrn-For New 16471 ABERDEEN ST NE,HAM WKE,MN 55304 Dwe I I i n gs Site address 1760 Shoreline Dr Date 9/6/17 Contractor Nor-Son Custom Builders Completed By Air Mechanical Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11-1) _ Square feet(Conditioned area including basement— 4794 Total required ventilation 19� finished or unfinished) Number of bedrooms 5 Continuous ventilation 95 Directions -Determine the total and continuous ventilation rate by either using Table N1104.2 or equafion 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates in cfm Number of Bedrooms 1 2 3 4 5 _ 6_ _ Conditioned space TotaU Total/ Total/ Total/ Total/ Total/ (in s .ft. continuous continuous continuous continuous continuous continuous 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 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 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)+ [15 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 ventila-tors (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 con-tinuous 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. I 1 I • � L . Section B i, �� Ventilation Method Choose either balanced or exhaust ✓�alanced,HRV(Heat Recovery Ventilator)or ERV(Energy [�xhaust only(Continuous fan rating in cfm) Recov-ery Ventilator)—cfm of unit in low must not exceed continuous venti-lation rating by more than 100%. �°W°'m� midtap117 High cfm: 192 Continuous fan rating in cfm(capacity must not exceed continuous ventilation rating by more than 100%) Directions -Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV's. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.)Automafic controls may allow the use of a larger fan thaf is operated a percentage of each hour. Section C Ventilation Fan Descri tion Location Continuous Intermittent BROAN HRV 190S Mech.Room Directions - The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether if is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions-Describe operation and control of the continuous and intermittent venfilation. There shou/d be adequate detai/for p/an reviewers and inspectors fo verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. !f an ERV or HRV is to be installed, describe how it will be insfalled. If it will be connected and interfaced with the air handling equipment,please describe such connections as detailed in the manufactures'installation instrucfions. If the insfallation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. BROAN Honeywell I 2 � ' I � Section E ; Make-up air Q Passive (determined from calculations from Table 501.3.1) Q Powered(determined from calculations from Table 501.3.1) � Interlocked with exhaust device(determined from calculation from Table 501.3.1) � otner,desoribe: NOT REQUIRED LOCatlOfl Of dUCt O�SySt@I'Y1 V@11ti18t1011 1118k2-Up 81P: Determined from make-up air opening table Cfm Size and type(round,rectangular,flex or rigid) Directions -In order to determine the makeup air, Tab/e 501.3.1 must be�lled out(see below). For most new installafions, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are insfalled, use the appropriate column. For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re-quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) fo the last line of section D. The make-up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherically vent or direct vent assisted appliances and gas or oil appliance or vented gas or oil appliance appliances or no power vent or direct one solid fuel appliance or solid fuel appliances combustion appliances vent appliances Column A Column B Column C Column D 1. a)pressure factor(cfm/sf) 0.15 0.09 0.06 0.03 b)conditioned floor area(sf) 4794 including unfinished basements) Estimated House Infiltration(cfm): 71 9 [1ax1b) 2.Exhaust Capacity a)continuous exhaust-only N//4 ventilation system(cfm);(not applicable to balanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically(not applicable 4$� if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d)80%of next largest exhaust rating (cfm); bath fan typically(not NOt applicable if recirculating system or if powered makeup air is electrically Applicable interiocked and matched to exhaust) Total Exhaust Capacity(cfm); (2a+2b+2c+2d� 615 3.Makeup Air Quantity(cfm) 615 a)total exhaust capacity(from above) b)estimated house infiltration(from 719 above) Makeup Air Quantity(cfm); [3a—3b](if value is negative,no -104 makeu air is needed 4.For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically 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 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 appliance. 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 fuel appliances. ' I 3 � ' � : , Makeup AirlOpening Table for New and Existing Dwelling � Table 501.3.2 One or multiple power One or multiple fan- One atmospherically Multiple atmospherically vent,direct vent assisted appliances and vented gas or oil vented gas or oil Duct appliances,or no power vent or direct appliance or one solid appliances or solid fuel diameter combustion appliances vent appliances fuel appliance appliances Column A Column B Column C Column D Passive o enin 1—36 1—22 1—15 1—9 3 Passive o enin 37—66 23—41 16—28 10—17 4 Passive openin 67—109 42—66 29—46 18—28 5 Passive o enin 110- 163 67—100 47—69 29—42 6 Passive o enin 164—232 101—143 70—99 43—61 7 Passive o enin 233—317 144—195 100—135 62—83 8 Passive opening 318—419 196—258 136—179 84—110 9 w/motorized damper Passive opening 420—539 259—332 180—230 111—142 10 w/motorized dam er Passive opening 540—679 333—419 231—290 143—179 11 w/motorized damper Powered makeu air >679 >419 >290 >179 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 straight duct allowable. B.If flexible duct is used,increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C.Barometric 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. Section F Combustion Q Not required per mechanical code(No atmospheric or power vented apptiances) Q Passive(see IFGC Appendix E,Worksheet E-1) Size and type 6"INSULATED FLEX Q 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 insfalled, use IFGC Appendix E, Worksheet E-1 (see below). Please enter size and type. Combustion air venf supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. I I 4 I ' � . , Directions -The Minnesota Fue/Gas Code method to�alculate to size of a required combustion air opening, is called fhe{1Cnown Air Infiltration Rafe Method. For new construction,4b of step 4 is required to be�lled out. IFGC A endix E,Worksheet E-1--Residential Combustion'Air Calculation Method for Furnace, Boiler,and/or Water Heater in the Same S ace Step 1: Complete vented combustion appliance information. Furnace/Boiler: �raft Hood QFan Assisted ✓QDirect Vent �nput: 1 OOOOO Btu/hr or Power Vent Water Heater: �raft Hood Q✓ Fan Assisted �irect Vent Input: 55000 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: 2128 ft3 L x W x H L W 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: - ft3 Volume(TRV)If CAS Volume(from Step 2)is greater than TRV then no outdoor openings are needed.If CAS Volume(from Step 2)is/ess than 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: 55,��� Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 4�Z5 ft3 Required Volume Fan Assisted(RVFA) -------------------- Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: ft3 Required Volume Naturat draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRv= 4125 + ----------- _ 4125 TRV ft3 If CAS Volume from Ste 2 is reater than TRV then no outdoor o enin s are needed. If CAS Volume from Ste 2 is less than TRV then o to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio=2128 �4125 _.51 Step 6:Calculate Reduction Factor(RF). RF=1 minus Ratio RF=� - •51 _.49 Step 7:Calculate single outdoor opening as if all combustion air is from outside.Total Btu/hr input of all Combustion Appliances in the same CAS �nput: 55000 Btu/hr(EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA):Total Btu/hr divided by 3000 Btu/hr per in2 cAoa=55000 /3000 Btu/hr per in2=1$•3 in2 Step 8:Calculate Minimum CAOA: Minimum CAOA=CAOA multiplied by RF Minimum CAOA=18•3 X•49 -8•9 in2 Step 9:Calculate Combustion Air Opening Diameter(CAOD): CAOD=1.13 multiplied by the square root of Minimum CAOA CAOD= 1.13� Minimum CAOA= 3•3 in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. 1 I 5 � . , , � , IFGCiAppendix E,Table E-1 i 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 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 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 4,125 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 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 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 10,125 5,063 14,175 7,088 140,000 7,000 10,500 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 11,625 5,813 16,275 8,138 160,000 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 9,188 180,000 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 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The defauR KAIR used in this section of the table is 0.20 ACH. 2. This section 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 ACH. � I6 I � - 5 ✓ pq7� TIME CITY OF ORONO cnLLED IN INSPECTION NOTICE SCHEDULED I 0-Z� 3 : 3� PERMR NOaU 17-d I a 8 I COMPLEfE,p ADORESS �1��� 51�orelin _ D r��re O'WNER TELEPHONE NO.1��F�" �Z�-ZZ� CONTRACTOR 41�'S(��l c�l►'rl � DESCRIPTION �d'�''�`�5 I�S� � FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL '�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 _ r ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OMIN�I�ITRACTOR TO MEET YOU:_YES_NO � COMMEN'T� ���c�5 � �9r S�.t✓Uc U�✓S �5���� 4 � — C � 0 r `ei � /'P-S� �� 1�'O a '' orwws�ss " ,�e� pl.��► ' � � �e�a�✓ — 1!�r .S�✓c.c�-��•E.G ,d�l�r � � Q � /'Osca� ��,��eC. � �`' 'G� �c�rC� '"�� � �� � � rJ« �t ,�bu�- 3 � �IQ�K SATISFACTORY:PROCEED ❑PRW ECT COMPLETE � ❑CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK���FOR REINSPECTION TEMPORARY V BEFORE(�VERING PERMANENT ❑(�RRECT UNSAFE CONDITION WITHIN H��- ❑pHpTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED ❑INSPECTION RC-0UIRED.CALL TO ARRANGE ACCESS. CaM tor the next inspectbn 24 hours in sdvance. (952) 249-4600 on site: �nspector: ����""' � WMt�CopyAnspecta's FlN Gnary CopylSiM Notics y� �1DA TIME V CITY OF ORONO CALLED IN /V v' INSPECTION E ID� SCHEDULED /o l�— PERM�T NO. ` �Eo ADDRESS � �� p1NNER TELEPHONE NO. ��-a 8�� � CONTRACTOR � DESCRIPTION L'��L� I�.JG� � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL �?OURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERlCOI�ITRACTOR TO MEET YW:_YES_NO � COMMENT'� � D/� aK . O - /'G�Ja �' " ,��✓ e�'li �'�i' ��[s � .� T�if�s� 1/�r't•C a.L Ir'G�r'1.��G�ri.S - �G � � /�6✓'� Za��G /��S - H�,^- � 'f.�+f�s - Q �f-- �1Gv.i�.�•:v 'C��veilCr� ��F--Q/'� �`- ? a c,,l — � � vt e C � r tG� S '� �S /'� � � � W O WOFiK SATISFACTORY`.PROCEED ❑PROJECT COMPLETE ��C9RREf.'T WORK 3 PROCEED ❑ISSUE CERTIFlCATE OF OC(xJPANCY O ❑CORRECTNfORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERIN� PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHpTOTAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CAII INSPECTOR ��TATION ISSUED ❑INSPEC710N REQUIRED.CALL TO ARRANGE ACCESS. can ro�u�e�xt�s�tro�za no�,���►a�e. (952) 249-4600 �rr�contractor on site: Inspector: �/� �� WhiN CoPYAnapacta"s Fl� C�nary Cop�dSib Notla G� �� � DATE TIME (/ CITY OF ORONO cnLLED IN � � INSPECTION NOTICE �,�,� scHenuLED � PERMIT NO. -�L� �� a LETED � ADDRESS � OWNER TELEPHONE N��� �� 3'� � CONTRACTOR l �/' �/' ��' DESCRIPTION ❑ FOOTING ❑ DEMO-F AL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING ��j �OUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z �J RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICOI�ITRACTOR TO MEET Y�U:�YES_NO � COMMENTS: �- � l � 4 o ��,� .�-�,,c,- o� '' �j� TS �- s , s a,� � ° i�i�..,� �,w�-�J t..��z/.l`�G�- <o�� W � Q � � W � j � �K SATISFACTORY`.PROCEED ❑PROJECT COMPLETE W ❑CORRECT W'ORK 3 PROCEED O ISSUE CEFiTIFlCATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORE CONERIN(i PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pHpTO TAKEN INSPECTOR WILL REfURN �STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. cen ro�n��x lon 24 hours in advance. (952) 249-4600 owr�rlConvactor e• Inspector. � WhIM CoPyAnspsctor's FlN C�mry CoprfSlb NMke .✓ �I DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED -�'J � PERMIT NO.�/7—vlS3LI co PLETED ADDRESS / ��D� .�/!�l /1L.� ��• OWNER TELEPHONE NO. 7�3�`��7�� CONTRACTOR S l� � � DESCRIPTION �/� �' W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL �RLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ LATHE ❑ 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 Y�OU:_YES_NO y COMMENTS: u G' �I� v - ��C �-�I. �/� � W S� �•�^ �eS 'L..` /S �d�d�d� KS ! � , . J OO � - ra�DuL '�D b� 1/ffQ✓l.�c�- D�s�'i d-�� r-✓Ltrr� � �25��� � W 0� Q �' dK � GOve✓ � W � j � �-YOORKSATISFACTORIFPROCEED ❑ PROJECTCOMPLETE W ❑CORRECT W'OAK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT NfORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pH0T0 TAKEN INSPECTOR WFLL RETURN ❑STOP OROER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cau for the next inspectron 24 hours in advance. (g52) 249-4600 OwnerlContraator on site: Inspe�tor: ` e Copyllnspector's File Canary CopylSite Notiee DATE TIME Y CITY OF ORONO CALLED IN INSPECTION T1�E SCHEDULED '� � PERMIT NO. � �I d�s � COMP 1�� ADDRESS �� � �' f/�/� OWNER TELEPHONE NO.���`3�9` T`7�� CONTRACTOR S �� - � � �� � DESCRIPTION 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERlCONTRACTOR TO MEET YOU:_YES_NO � COM TS:T V' t v�• �,/D �V G o k �/a�_ ►•� � .S , a�f'�'�' ok �'ed�ti vc�'7' d k ot�,,.�t:/� a"� c las�*,ov^ �' %sls�c� VcT ���J� -��•a Str'•c� 4T wtl( bc.-/z.c�y s�+e. l � bs.t f•. t++d r�i c►^o c.fs l l >+�, L���'n,� rr�d�,�. � �aa s�� ��� / s•o���r To sr�� � • z �•, L.,.M�I w � �ti s Gl c'1� �c�t/' Z�!+�S � 3 a W� O WORK SATISFACTORY:PROCEED O PROJECT COMPLEfE W�CORRECT INORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILI RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (g52) 249-4600 OwnerfCorrtractor on site: Inspector: ���� [a White CopyAnspecto�'s Flle Canary CopylSite Notfce DATE TIME CITY OF ORONO CALLEO IN � � INSPECTION NOTICE SCHEDULED PERMIT NO. 0 -C'/�$ coM ereo ADDRESS / � � " �� ► OWNER TELEPHONE NO ���`38 � l CONTRACT�R O r- b�'� � � DESCRIPTION �`r�-���� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ �NSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ � ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICOMRACTOR TO MEET YOU:_YES_NO � COMMENTS: `ta��a'✓'S 9or'�` /��c�,� %�'�S f�S � vX �'y,..���Y �'"s Lt � �,.�t 1 L i�.�� O �( �! �'/'t�oc% ���ri'�^ � [.�a !!c � h Lc er-.,-nT1'_ �' �c � Q�n � a� � � Q � W � W � j O W O WORKSATISFACTORY:PROCEED O PROJECT COMPLETE � CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑ RECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOA/ERING PERMANENT ❑CORRECT UNSAFE CONDiT10N WITHIN HOURS. p pHOTO TAKEN INSPECT�i WFLL RETURN O 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: ���0✓1 � White CopyAnspactor's File Canary CopyfSke Notice �� DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED _���" .�'1.. ,�� PERMIT NO. � 7-OI O� COMPL ED ADDRESS I�!JC/ ��� //(.�_ ,�G/ 1I'�-- OWNER TELEPHONE NO.���'�38���1 CONTRArTOR � o r-5�n— j�,��_�- � � DESCRIPTION ��S w W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TIIE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ 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 ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERfCONTRACTOR TO MEET 1f�U:_YES_NO � COMMENTS: SO�RV �at h� / thSY��'%Or o� � 0� ��'1�/�X'fii d Io j SG`�!. d�� � � j''�9 G/� o , � 0 W � Q � � W � j O �-�11--$�(ORKSATISFACTORY:PROCEED ❑PROJECT COMPLETE � ❑CORRECT W'ORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W � ❑t�RRECT WORK��L FOR REINSPECTION TEMPORARY V BEFORE Cd1/ERING PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HOURS. ❑pHOTO TAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advanoe. (g52) 249-4600 OwnerlConV�actor on site: Inspector: �/�-l�h � Mmne covrnnsvec�'S F��e Canary CoPyfSite Notfce ✓ � DATE TIME ITY OF ORONO CALLED IN � � INSPECTION NOTI E SCHEDULED � PERMfT NO. '6�� COMP EfED ADDRESS J, �r/1� /�r JQ--- OWNER TELEPHONE NO.�I2-3 D�SI S CONTRACTOR �� � DESCRIPTION 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z��1THE ❑ MECHANICAL RI ❑ SITE INSPECTION Qv❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT ¢ ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERfCONTRACTOR TO MEET Y�OU:_YES_NO ti COMMENTS: � � it s �s✓ � j o - C4s�� c��c� kJ�e/ S- r��.Q�' a � � /Ylv��., o .. W � �S�e rt�� — �� � � Q 2 d!� �s- �.�.t.�,�_ ` � W � 3 W C�1C!(?RKSATISFACTORY:PROCEED ❑PROJECTCOMPLETE � ❑CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY w 0 ❑(�RRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHpTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerfContra on site: , inspector. 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P�+�`�jT_.._.-��'-� "-.'�r _'._"'- �srNCC _ _—_�3-�R RA''` . _-_"'_ _. - .. _ �-+�ye `_l-_' 'EDG�G'(TALS` i -%" S p��� _ y. — � 1 I �I I ( I I N , I �nA� � I .. 0 40 80 120 I � � SCALE IN FEET a �1� �EXISTNG SPOT ELEVATqN. ��j ii %(998.0) -PROPOSED SPDT ElEVAT10N �p� — i .. ...�� :DFECTION SUI2FACE ORANACE y�� .•COf1 -CnNfLEVERED OVERFiANG m�Z.- OHL =OVERHEAD UTl17Y LlE V �M �' GFE =CARAGE FLOdt ELEVATION �V�g r��1 � Tf'E -TOP OF FIXA'OA7pN ELEVATION I,ti�Q 1 � LFE =LOWEST iLOOR EIEVATION ,k4�� COZ I 4e0� 11 l ��oWrn � � I LEGAL DESCRIPTION: � TRACT C, R.L.S. N0. 1719, � 11 F�NNEPIN CAUNTY, MN. � ,�� �r�v� , � ��� `� )�/y,/ J I ADDRESS - 1760 Sh10RELBJE DRIVE � � �.�i 1 i� VW` , �wyio-in-za-u-oon j /� � ��(1i.�l � 1 �� �'J�� � �/� � � ^J LO7 AREA = 175800 SF/ 4.0 AC j `i` � ,���)���j ,.�V y Vv%� _ /E�CA�(hjM1s+�pi � O 1+ ' � W ^, / � S�i' ' . y�?�� / � � � ,/� ,C/,%� \ �1 SURVEY IS SU8JEC7 TO CHANCE PER Q U /A��^/ � ��� ,5��� TITLE OR EASEMENT MFORMATqN O' � � �M - �g�� � 5) �j�� •"✓' ���� ` r ��� R`1 VERIFY ALL SETBACKS WITH qTY ` Myl • '�W �y,�7{./' T � , ' 1' /� QR�LO, �O l/ VERFY ALL WAENSIONS nND m �, � 5��, R ELEVAPONS 1Y�TH HOUSE PLANS ' � (G �/ ��g� �L�l/ �. ' ��=��0�1�A � W��� c� � ��� `� ���:� � � � �K.����C��r' P�E � � R � � o � m , �- a � ����' � -�— � " (�IZ'2%2(• 3 3� = � ���� � _, m \ <= mg�� � :0 r- " o � � o - TANAGER HILL RESIDENCE 1760 SHORELINE DRIVE ORONO, MINNESOTA 55391 � �� I � �� 4 . � . *��'t�'�}�"�"' SHEET INDEX � � . . '`.. _ A1 Client Lower Level Plan • _ A2 Client Main Level Plan ' ��r A3 Client Upper Lavel Plan �yy� �,, Ll Site Plan jN� � �- �" � AO Foundation Plan �� _` A1 LL ConstruMion w . ,� � �-" A2 ML Consfrudion / � t. A3 UL Consfrudion v d _ . A4 Roof Plan � I i AS Elevation + �'�• i � - � , w A6 Elevation � ` - — A7 SeNions Q .� ` i � . . ____ _ A8 Sedions � � �"� �'� �.�� r, � I1 ML Interior Elevation . . .. 4 � �q 12 ML Interior Elevation � . . .. . .. ��n,. . . 13 ML IMerior Elevation � .. ..,� . .. I�I 1 3 14 LL Intarior Elevation w.fl:� .. �' �.~ � � � IS UL Inferior Elevation � 16 UL Interior Elevation � � El lL Elecfrical .. . . E2 ML Elechical � E3 UL Eledrical J ^ � i ' � . '' «. f '-� W . Ik �..; , � i r � ,� I Q ;i � : { • � �i � •,• ♦ �t. � �.. Q ___- -- � I- ,, -�;- �. � . T � NOR-SON ' � �. � � � .� • • - I 1 I � � ' �- �' �' CUSTOM BUILDERS ; ��,� � :r � `�, . .°'� �� _ _ ,�,„ ,,, �. :`: � � . -_ --r��.._ ..,. , _.� �k..)r;...1_.,i�.<e e.i?..��� , ..., a ,,E .° .: '� , �.3 .. -_v. ,_:._ �; . • � CONSTRUCTION - ,� SET ._;i i =,i�- �. . � " ��- � � STUDIO M 31 JULY 2017 I j � � L. S NOR-SON CUSTOM BUILDERS PROPERt��INE , -� 225.96 vnanu o«F A 32'24„ W , � . �uK vc� . ��- � 5 �9` I �PO �; � ' I A �!`, . �� �-' � � I ao �� , � � s � ��� � �� F �� �� � „. �. v� , ��^ � " ._ o=a,��,d` ; 1� , �r � �,. 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W�LI SMEATHING:X�'YN.GYPSUM SHE�THING F/STENED TO FPAMING wr SE COOLER NAILS�9'O.G. 1LOCATE BELOW S1EM MrV(.ORTVPESN/W�l1BOMDSCHEWS@t6'O.G.MAX.�'MINIMUMSTUDPENETRRTION� F2 r�6'v2fi'+6 YSB/�R5�1ZO.G. PLANNOTES: , �TSTOOPLEDGEI \ .RLL REMAINING BERMS AND NEADERS NOT SPECIFlEO ME TO BE NIN. 8. ML FLOORS APE TO BE GONSTf1UGTE�W ACCORDANCE WRH THE FOLLOWING CRRERIA. F3 3'�6'r 3'6'x 1'V /S BARS @ tY'O.G. (Z�Zxi40R RN ayOWABLE 5UBS11TlfrE LISTED M THE FRMIING NOTES. E%TERIqi� W-�f NMI . A FLOOP FRMIING SPACED Al A W1%IMUA OF 21"O C. --'-'...'�-"--- - "-'"------ B. FLOOR SHFATHING:�"5TRUCTURAL PNJEL SHFATHING rl BE NRILS�6"O.G AT PANEL EpGES FNO 12' FI 2'�6'x 3'E'x B" YS BARS�12'O C. •SEE FRAMING NOTES FOR BEAM AND HERDER SUPPORT REQUIREMENTS. STRIRWAY[XTEflIOfl TNLL WOOD WPLL�H�2Z��'2) O.G-�T IMEPoAEDIATE SUPPOHiS. FS T6'.a'-e'.B' YS BARS @ t2'O.C. SEE 152 d 352 TO BE CONSTRUCTE�AS FIXlOWS: 9. �LLLROOFSMETOBECOKSTRULTEDWALCAflDANCEWRHTHEFOLLOWINGCRRERIA. FORFWN�RTIIXJ �Zl REFERENCE PLAN .Z.BLSL@1fi'OG.TYFICALFULLMEIGHTWALL p. RppFFMMINGSV�CEDA�ANA%IMUMOF2a'OC. LOGFTEREINfORCEMEM3'FROMTHEBOTTOMOFFOOTING WALLPEBAPB �� MAINLEVELHOUSEPLANSMOWN FqnMiNG(BN100NFRAME�� B. FASTENULROOFFMANNGTOTOFPUTESWIiHUSPitT/ORSIMVSONM25GLIPSOREOUIV�LENIRND MDITIONALNFO cOPLOCnTqNREFERENCEONLY •PROVIDE2aBLOCKINGBEIWEENSIUDSATTHIRD j3)g�7p�ry�Kg_ POINTS ALONG HEIGHT OF WHLL C. ROOF SHEATIING:X'M�N.STRUCNfUI PANEL SMEATHING wI eA NAILS�6'O C AT PANEL EDGES rW D 12' �µ��S" •PROVIDE(f)2x8 LSL BEAPING STUD E(2�hB l5l O.C.ATIMERNEDI�TESUPPO{1TSON1�'i6GAUGESTAPLE5�3'/6'SPACING. •ALLFEMAINING9EAMSAN�HEA�ERSNOTSPECIFIEOARETOBEMIN. KINGSTUDSEACHSIDEOFWINOOWOPENINGS D. 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STEEL BFAM$ME TO IUVE SOIIO t a MINIMUM TOP PLATE FASrENE�WITH'h'DIAMEfER BOLTS STAGGERED •AS NSTU EACN SIDE OF WEB Al AB'ON CEMER MAX-WIOTM t0 MATCH BEAM.INGRFASE�IATE THICNNESS AS FMME WN L ABOVE EITHER�]�t6J END NnIIS OR(0�BC TOE NR45� REOUIRED FOH TOP FUNGE H1N('#0.5.BF�M TOP FUNGE/PLATE TO BE BRACE�Lr1TEHALLY BV fLOOR SVSTEM RT�8'O.C.YA%ANO�T ENDS TYP.FOR FLUSH JOIST CONNECTIONS,BLOGK WEB SPACE SOLID w/ 2�e MM.TREATE�SILL PLATE yz-p R t 0'LONG MIGHOH LUMBEHTI�ITBETWEENFIANGESRNDBOLTTHROl1GHWEBw/X"OBO�TSAT2a'OC.STRGGEHED. w.�NOVIATEOVEHHANG BOLTS�TMIN.EMBED� t2. VERIFY DROVPED VENSUS RUSH BEAM CONDRIONS WITH IIIX15E PUNS. @)Z . 13. RLLOTHERF0.5TENEfiSTOBENALCORDANCEGOOETABLER602.3�1). YRWTAIN6'NIN.STEMWRLL la_ qLLSTUDPLESINBUILTWGOlUM1LS�11DATIMEPMEDIATESTUDFRAMINGTOBEFASTENEDTOSNE�THING I GYV BOM�ti5 NOTED�BOVE(t20.C.MrV(.AT EXTERIOR AND 1fi'O.C.MA%.R�INTERIOR). SLAB�ON�GRA�E SLOPE GR/iDE AWr1Y 15. 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TRUSSES WALLSTUDS�OVER10'�: SPFND.2GRADEORBETTER ONE-SIDED ONE�SIDED ONE�SIDEO M.1H'MFX.OVERHANG EOUIVALENiIAETAL �Z�2�6 STMPRNCHOflS Oate: 8-31] LicenseMniEer: �fi673 �IMENSIONAL LUA6ER: SVF N0.2 GRADE OR BETTER L �-� � BEARING� $�ppE GfiADE RWAY (6)0.131'0 TRFATED LUA6ER' SYPlq2 GRADE Ofl BETTER.0(i LSL STRRNDGUARD WHEPE NOTED ST�S FHOM FOUNOATION 6� NAIL BOTTOM PLATE NAIL BOTTOM VLATE •3 NRILS �� TflEATEDGLUNI: SVP20FVa M�ICRTESINTEPIORBRACED-' Cp(T�NUOU5�3�2r10 MIN. MHORIZ.BARS@ TOBLOGKINGw/�3) TOBLOCNINGw/(3) LVL: ��'W�DTHI.9EORBETTER WRLILOCATIONTYP. TOPANDBOTfOM 184NRILSEVERVI6' igENAIL$EVERYIfi' BRACED SIMPSON PSL FD-2400PSI.Fc-2500GSI,E=1,BOO,DWPSI �PppVIDEF/STENING6 � -III-III OFWRLL W��PANE� lTVO LSLSNDS'. 1Y�"WIDTH-1.5EORBETTER CONNECTqNSSHOWNIN SEE25tFOREXTERIOH PqOVIDEFULLDEPiH FUT9�6@1a'O.C. 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DETAILS SHOWN ABOVE AHE ALiERNATIVE CONNECTIONS TO BE USE�WHEN BflACED WALL PRNEL - - � DOES NOT AIIGN WRH FNIIMING. P�oj¢CI Number: 7 396 /� � �_ Date: Auous�3.2017 =- Sheets�. 1 ot 2 V pCOGYFIGHT HNNSON GROUP,LLC a01] I I I I Nor-Son,Inc. 700 East Lake Street,Suite 213 Wayzata,MN 55391 SEE 1/52 FOR TOP OF WALL GONNEGTIONS AT FLOOR /�SEE 4/S2 FOR TOP OF WRLL NON-BEARING WALL _ / CONNEGTIONS AT FLOOR (2�2rfi BLOCKING BETWEEN TRUSSES � NON-BEARING WALL Yz'B ANCHOP BOLT�T MIN EMBED) _ SECTION NOTES: SIMPSON R35 FRqAAING P b^ ReviSion Da�e Descn� w/NUT 8 w'THICK a£00F 1.MFIN LEVEL 1 I OOF$HEATNING TO BE J'C'PLVWOODIO58 PLACE�IN$TAGGERED PRTTEFN NAILE� 2xg MIN.TREATED SILI.PLATE — ANGLE EACH SIDE Of SOUAREWr1SNER�36'O.C. FIOORTRU55E5aV w�0.1310+3'LONGN/Il5@fi'O.C.ATPPNELE�GE58@t2'OC.RTPANELINTERIORSUPPORTSOR w��y.1�MAX.OVERHMIG� � TRUSSw��6�etl.iYi'NAILS (PIAGE SUCH THAT�'E�GE DISTANCE SUPPLIEP @ 19.2'O.G.MRX. EOUNALENT. TRUSS AIANUFAGTURER TO � EAGN LEG OF ANGLE IS MAINTRINEO TO BOTN OUTSIDE OF � � (DESIGNED FOR lYx'CRNTILEVER) 2.NAILS IN BLOCKING ARE TO BE PLACED SUCH THAT THE WOOD DOES NOT SPLR. CONSIDER OVERHANG IN DESIGN / CONCRETE 61NSIDE Oi SILL PIATE) � 3.BLOCKIN�MEMBERS SHOWN MAV BE REPLNGED WITH PRE-MANUFACTURE�THU55 STYLE OR FULL � DEPTH MEMBER BLOCKING,SUGH FS I-JOISTS OR LVI.�ESIGNED FOR 1500 LB LATEML COMPRESSION ?sBMIN.SILLRATEw/�F � LOAD.NAILINGSHOWNISTOBEUSEDATMIN. � tY�'MAX.OVERHr1NG 6. � 4.BLOCNING DOES NOT HAVE TO BE PIACE�IN ADJRCENT BAVS.IF REOUIREO USE FDDITqNA�2 z 4 � M� � SPACERS/SSHOWNINFIRSTSPFCE. �SIMPSON A35 FRqMING 5.HOLES MAY BE INSTALLED IN BLOCKING IF REOUIRED UP T02'IN DIPMETER. I • (2�2x6 BLOCHING BETWEEN BLOCKING I I—I I I � !NGLE EITHER SIDE OF � _, TFUSS w/(6)Btl�1X'NAIL$ SLOPE GRME�WAY —I FACH LEG OF ANGLE AN� OPTIONNI OPEN K'0 RNGHOfl BOLT(T MIN EMBE�) TOP-CHORD BEARING _ y�'0 nNCHOR BOLT(]'MIN EMBED) (t2)O.t31'O z 3'NAILS FNOMFWNDATqN (3�BCTOENRILS SPAGEASSHOWN TRUSSESBVSUPPIIEF � wINUTBYs'THICKFYBORSWARE OHSNIFffULL NRILSHEATHINGTOBLOGKING?RUSSES wlNlRdYe'TMIGK�1'00RSpURRE j THFUSHEATHMIGTO (2)2a6BLOCKINGIN WASHER@20'OC.MN(.(�'FPOM ��9�70.C.MRX. WASHER�e2a'OC.MN(.��'FROA1 BLOGKING FIq5T85ECONDTRUSS HEIGHTBLOGKING � w���2�N�DITIONA�0.1310r3'LONGNRILS EDGESOFSIILiCONCREfEWALL) EDGESOFSILL!CONCRETEWALL) SPACES@2<'O.C. �e'MIN.G.I.P. CONGRETE WRl1 0.131 0 r 3'IONG� _ he MIN.TREATED SILL FIATE NAILS @ fi'O.C. � lU'MIN.TMICK C.I G. w/1J$'MAX.OVERHFNG WHORIZ6RR5@N'OC. 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MATCHED RRER INDIG/.TES'/�e'OR SIMPSOIJ TS101WIST STRAP LOM G�T11S�ND FlU1t1C S�S 1151ED THIGKER PLYWOOD/OSB EXTERIOfi EACH SIDE OF BRACING w 'rASTEN TOP PLr1TE TO HEr1DER w/ SHEATHING FRSTENED TO STUDS N; j12�Hq�� x �21 RpWS 1fiJ SINKER NAILS @ 3'O.C. ea NAlLS @<'O.G.AT PMlEL EIX'iE5 I hereby cehity Iha�Ihis plan.�Uon or repoh O SIMPSON MSTC10 STqqP ON 8@ 12'O.C.FT INTERIOR SUPPORTS w INSIOE FACE OF WRLL�PROVIDE SMRLL NRTCN�REA INOIG�TES%y'OR� ROOF TRUSSES BY ab p�ep3�ed by ma p Ut1ACf Illy tlifed&qe1YL510f1 LOGATE PRNELJOINT WITHIN 2�0' MANUFACTUREN @ 24' BLOCKOING and t�ai I dm d duly Licensetl Professional Erq � SPAGER TO FLUSH OUI MEA�ER THIGKER PLYWOOD OR OSB SHEATHING FROM CENTER OF WALI HEIGIlr O.C.MA%. uMertl�e laws ol U�e S�a�e ol Minesota. 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UPI�ER � - . j � .s�srcc.roc wsuuaon cwc�m roea sue cwsiaucna+ - � -_ ---- � s/e�crv.eo. °O1°EDCONC'x"" ` MECHANICAL ; _ �fps.��e'ocrwo�w•r � � �' � � .rr.nooecoruieucnw .•w.:couu..euo � �v. uxeous�uoq� - ----veo�� � ---� _ . HER�$ � ���, Ii1(� - ----- pcw...�..__ �c .flNSHfDR0011 IYY E%IENOR WNlCON51. � }'� 4 --- � IS Srrt�NIG no -� C. � UPYEt I •J/�'18GPlYWOODSINiIOOY I I 1 P7` _'_ �_ --_- .. ______ __ _________ L. \. -MfP.flOOY 1fU55E5 JRlL1/M1FiAl 'i � � I "'-------- -Qw55 DD MiqNG fM/H _----- . . . . IsrErw+roesr�ar+ef _i/z'rnxnxw000 H ' I I .� ! s�iNne . . . -s/e'ero.eo. .7sesnros�ia'o.e ; I BEDROOM4� � ��i��cuPs�.e� -a LOSET ... .-- _ -- � � { �z;��euvrs• � . . .'� .� ian�cuor.s� ' _seE srcc.rox euu�lon I � [iEv�roa -_ _ _ _\'_ �.__ __{/p�J - -"w- �owen�vu sw ca+stnxnon STUDY � _ cs eoor � � - . . ' �'YIXIREDCO'KLAE -1/]'GY�.ED. I IS'-0'.11'A� I � - #�nODEI 5'. _\ U. . 14-0't8 i� � . t ./fllFRinESMR9N/OPO�G � � �.M ', � � S � -illE ' �i � Trp.IplMD.wu�CpdT. 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S V�� �J+� /�� �I' �V .. �y ' � f �/���I� �I_-.'..r �1 il .-' _. �_.�J� .•���y� _J�„t pl�D � N ■ A� 1�^;�'.� 1- •� ���� J �o � L/L/v� ��'�. / � -;V'� -� .-� ��,p !'�' ( ,v 1 � N O � i . �- .� 'LI '� �• y ^ 2r l /{/'�1 � �a<nv� oH�vt +'�`.����.'_iSF�' \ � � A/ �(/In I R�'�r A,�S4o �� +�i ��.' 4./�.�J'"y�� ...� `_���„� ��'+b...', ^ .�' ���� � , A ��� u+ ', �'... ' �`.� . . ...-i'_-�� ,, t ��]/�' � N� I " ' �J� ��r� � i��l i'`�J� / � . �M1 � I �� ,p t0�MW °0�- rn � /� V �Np,�4 � . . -. !J�•� 065 P�J t�� 1 i^ � " � / �N�t / /" 1 0 �� . �{lj:',�'. 1�� �� wr` �. �i t���y5 -, _f / �` _, � I� t�-r , : ;. ft���\3b��/ /Y w� � °`� � � f n y p'�1 � 1 /�� J �`'`' �,Z J��`�lN��/� ���71:r� CP:CMEq1i1���1.�µ�� 'W -! �ia� -� ^. �SP� Z,, �acdc��"i - ' , � -- i �� � � 1 a' " ' � � ��i� �� �� : 'j'��„�' '*� � `�� � � //Y i� / ! I"�//j/�I WDOWit'EL I 3 '�w51 �- �� � � �A/� �ij , / / �Q� W/ 7WW 980. o �� zs25 - I y ���r� ROPP OSED ELEVA710NS ' � 'i WW=977.� :JT.0.-. 22P e 4�n9.J7 .. �� ,1'•.', . // 1 � a a a�.F-yBQs �e� G A R A G E F L O O R = 9 B 4.3 ' � , ___ , �,�;amwasmra��>• � � TOP FOUNOATION = 984J � 0 0/ rs�.,9sr.e a =98�• ' I.�' � MAIN FLOOR = 986.5 ' / � �.71�0 Ff�871J 7525 � � !9_, �� , � M � '�;;- � BASEMENT FLOOR = 974.7 � "6��+ i, .�-�j�����I rw_�1 9By - LOVYEST FLOOR= 974A (MEDIA) ' t-� " VER/FY ALL DLUENSIONS S� �� � �9 AND ELEVA7/ONS WITH ,,, _� 2.5. , __.__. _ - -""�_ �� , i � 'r , ARChNTECrURAL PLANS /�� +� ��_ - - _._� _.._ . Vv � R _. E .-- - ' -�u� -._ _. HARDC .. ( _ _ �_ , S - EXIST -, __...� V �������� ING �'�� , �rw-se�o _...._.� '. -.. . � WALK = 200 SF ewaeo� i I'siPrf�i � �ti._ t 1���_T�,�� __ ___ - DRIVE = 1350 SF � ' � � � �yj'� � � TOTAL= 1550 SF/ 0.9R _ -- � I --- -- -' _�_. ---` � - - : .- -- - _ ;.--- ...,ri..}--_.� ._. - -- ' ---- -' � _ �, � �. . _ PROPOS£0 - - _ ' - I ^t--t��.��� • t - -- HOUSE = 2630 SF � _ ;�T=__.cn,c i.�KM- �. ....?�a __ .� PoRCH = 430 SF -- - 1 �� �I � : POOLOK= 7320 SF ��"�"�� ��� T WALK = 165 SF .._.(�-." ... .. ._"" j �5��E�.� _ 1 1� ....... � c � _ _ �i � m J� ORNE 4960 SF -- - ._ - .-._--... ' -"""� _`_ .�.�}._ � 0 7 T07'AL = 92B5 SF/5.3% 0 ��� __ _ - , � ,I , �, _ . ��-- � " T� ' ---d--- ' i °�l` _. � � ___�._--- � -c ----- '- �' -- - ` -- _��._„i.._ ' - - .I,_ i ` _"L"'� � -�- � ' , � �4�.._._ � 3 --, - . ,— =---- i5��,� _ __.. — -- - ��----- ._�_, � � —3. .. — � --- � ._ ---- - -�' ___ . _.- , __._ � . ___ � �--_ -_ � : ._ ,..__ � ,� f � _ - � �- ; -- - ___—I, ����...; i , ,, , _.____� r ' —_ � � �'�� _._ ' ' ' � l �I_PHMIARY S/TE L�-N��sr����� $_ � �L�`-" �t� -.._.. � 1 ��•' /,� �i'-i 'a._ �� � _____`�'_ � """ ,,, "�I ' -.� � � ; -� , _____�r4ar�� - _. _ ,_- __._-------�-:�... :f-x�-r--_. I� -i . i � s=./�-�' f` r-. �cauo,aR�_sn I �.� . I � ,` , � /��' /1 � .N I :��= �_�,. �. w */ o - ..��.-. .�s:.. 1 ...4.,, -�11, .. ,� '( ��r/ (�V � '_ ". _'_...._O_ _.-��- �..a � ' 1 � ���; - � , 1__ � � _ —.� ,� I�: � 1� � . �I � 1'fl...� i '`.. , , ---------�"� - ... 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' �,fv���i.N j�" . � � �.,r,.,. i \pt CF � 1 W 1 ' . � . � /�/ �/^ �O�P�90 '/: I �' ,' ' � � .. ._ . .. � ' A�J�'�Np• /� � 1 �' � �/ �pESi� /� I �� �1 / ��� I � � 1 / � � 1 i` / a 1 , i / � . i � /� � � � � � � � N , , � I � � ,- � � , , , , , , , , � WE1LA� 1 � 1 � , � 1 , i l � �0 8� 120 l � ' ' SCALE IN FEET s � � i � � Fp1�� �E%6TYJG SPOT ELEVATION. 4�; 1 � � %(998.0) �PROPOSEp SPpT ELEVATION ��a � 1� 1 ...�� �pRECT10N SUFFACE OfiAWACE `�N V '� � ` cari -cu+�vers�o avewunc � � a� 1 1 �i 01L �OVERIIEA�UTILITY LYE bc��� �' � 1 GiE GARAGE F100R ELEVATHNJ �V��H � � TFE �TOP OF FWNDATqN ELEVATIOH �}Q � � � lFE �IOWEST FLOOR ELEVATION h�a Y i W � � � LEGAL OESCRIPTION: `�a N , � i t TRACT C, R1.S. 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