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HomeMy WebLinkAbout2017-00504 - Entry addition & Egress window • CITY OF ORONO * 2017 - 00504 * 2750 KELLEY PARKWAY DATE ISSUED: 06/01/2017 ORONO,NDN 55356- (952)249-4600 FLAX: (952)2494616 ADDRESS 3760 NORTHERN AVE PIN 17-117-23-34-0051 LEGAL DESC SOUTHVIEW ESTATES LOT 003 BLOCK 001 PERMIT TYPE ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION : $ 48,500.00 NOTE: SEPARATE PERMITS REQUIRED: ELECTRICAL(STATE) 05/15/17-ENTRY ADDITION&EGRESS WINDOW&INTERIOR WORK APPLICANT PERMIT FEE SCHEDULE 704.63 VANDEPUTTE,MARY STATE SURCHARGE(VALUATION) 24.25 3760 NORTHERN AVE TOTAL 728.88 Payment(s) WAYZATA,MN 55391- CREDIT CARD 4999 728.88 OWNER VANDEPUTTE,MARY 3760 NORTHERN AVE P.O.BOX 951 WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. N P A plican erm'ee ature D to I IIssued 139 Signature Date VC UJ CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS / MailiPO Box 66 ng Address: l Permit number: >/7 — C' Crystal Bay, MN 55323-00 h�j'vt Date received: �'t ` a 1 �✓ 1 Street Address: / Received by: o �`�t �:; �►{I 2750 Kelley Par `ay Z O l 7- Main: 952-249-4600 oV Ian review fee: , O ' �q 5� Orono, MN 5535 �----- 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: 37 �t1�c '1�r,✓ /�/" Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes �&No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT IN RMAfiIOnN: Name: 61 ! = State License# Expiration Date: Phone: cell ?_—ZZ 1--7 Z G office Mailing Address: Cit :uf ZIP: �t Contact Person: Applicant is: Contractor / omeowne (circle one) Email and/or Fax: �r^/�Z� � yt� L, Cn, i 7�;7- `f76-b -7 o�. PROPERTY OWNER INFORMATION- \\ Name: Uc 44L Phone (day): �i/ -ZZ 1- '7 Z7 4 �� � Address: Pro. C3 .,->e 9S/ City:��%/"71!1? 4- ZIP: Email and/or Fax 77fe l- 47 g-Y b?o.. ARCHITECT/ENGINEER INFORMATION: Name: Phone (day): Address: City: ZIP' Email and/or Fax: PROJECT INFORMATION: Description ofproject: G �F �44 1.Type of Project 2. Proposed Use 3. St_rw6ture Type 4.Sewage Dis osal&/ A Water Supply W F1New Construction &Single Family with ElAccessory Bldg.(Garage ddition attached garage ❑ Deck gWublic Sewer tl Accessory Building ❑ Single Family with ❑Office/Commercial ❑ Relocation detached garage residence [gZlther:(specify G,�f!} (i�� �.,'S ❑ Multiple Family/Condo El Private Sewer p y El Wall(s) ❑ Public 4-feet or greater Public Water "Any earth movement may also require ❑ Commercial ❑ Storage MCWD review&permits. ❑ Industrial ❑Warehouse MCWD ❑ Private Well Minnehaha Creek Watershed District ( ) ❑ Other: (specify) El (specify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ Z/ Or az Last Updated: January 2016 STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) a.Length(ft.)= 7(c) Number of bedrooms= 2. Occupancy: �50ER b.Width(ft.)= ® Number of garage stalls: 3. Occupant Load: Areas in square feet Attached= c.Basement= //f� _ Detached= 4. Type of Construction: d. 1st Story = e.2nd Story= 5. Code Edition: f. '/Z Story = g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ ❑ Building Permit Escrow Agreement and Fees ❑ ❑ Plan Review Fee ❑ Completed Application Form ❑ Proposed Building Plans–2 full size sets,to scale and 1 reduced 11 x 17 or 8%x 11 set ❑ 1111— Minnesota State Energy Code Calculations and Mechanical Code Requirements ❑ Survey–2 full size,to scale(meeting ALL survey requirements) ❑ ]w— Hardcover Calculations ❑ Septic System Certification ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required ❑ Landscape Walls and/or Retaining Wall Plans ❑ Stormwater Pollution Prevention Plan SWPPP Access Permit ❑ Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no altemative 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-bWlt sutyey at the time'the Certificate of Occupancy is requested,a temporary Certifl6te;of Occupancy may bad'Issuedupon recelpt_Qf 4i'$101000 escrow to ensure completion of the 6446uiit survey amd all sith lrnprovements. Applicant's Signature: Date: Owner's Signature: Date: S " r? Last Updated.- January 2016 C;r 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. First Middle Last r Address 7Z7G City State Zip Phone I understand my rights as sta d 4,ove. Sig ature Packet Last Updated: August 2015 Page 7 Builder Acknowledgement Form Permit #2017-00504 / 3760 Northern Ave Builder Representative Name:fv� V Permit Conditions: Initials Prior to the release of the escrow funds a final inspection must be completed and all disturbed areas established with vegetation. Please note established vegetation means perennial cover with a density of 75%. Seed blankets or sowing grass seed it not considered established vegetation. 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 hA, separate Zoning Permit application to be submitted and approved prior to the work �IV�VI commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approvedrp for to construction. w:\street files\northern ave\3760\builder acknowledgement form 2017-00504.docx City of Orono Hardcover Calculation Worksheet i Property Address: 3760 Northern Ave Prepared by: CM Date: 5/18/2017 tFSH OR Stormwater Quality Overlay District Tier 3 Step 1: PROPOSED HARDCOVER Key to Hardcover Item (Describe) Length x Width Total (SF) Survey (Example) (Garage) (24'x 30') (720 S.F.) A House 46 x 30 1380.00 B Garage 24 x 24 576.00 C lHouse 13 x 15 195.00 D Deck 10 x 15 150.00 E Sidewalk 5 x 16 80.00 F Sidewalk 4 x 8 32.00 G Ashalt Drive 46 x 20 920.00 H Gravel Parking 10 x 20 200.00 1 Proposed Entry Addition 9 x 6 54.00 J K L M N O P Q R S T U V W X Y Z (1) Total Proposed Hardcover 3587.00 Excludable Hardcover(See City Code Sec 78-1684): (2) Total Excludable Hardcover 0.00 (3) Net Proposed Hardcover [Subtract line (2) from line (1)] 3587.00 (4) Total Lot Area (257 x 84) 21588 Proposed Hardcover Percentage [(3)_ (4)] 16.62% -3t� (Uo"j--- 215 = l b-u °Zee W:\Street Files\Navarre Lane\3760\Hardcover Calculation Worksheet 2017-00504 City of Orono Hardcover Calculation Worksheet t`ONo Property Address: 3760 Northern Ave Prepared by: CM Date: 5/18/2017 sHOA� Stormwater Quality Overlay District Tier 3 Step 1: PROPOSED HARDCOVER Key to Hardcover Item (Describe) Length x Width Total (SF) Surve (l i mpt®} (Garage) (24'x 311') (72P .F.) A House 46 x 30 1380.00 B Garage 24 x 24 576.00 C House 13 x 15 195.00 D Deck 10 x 15 150.00 E Sidewalk 5 x 16 80.00 F Sidewalk 4 x 8 32.00 G Ashalt Drive 46 x 20 920.00 H Gravel Parking 10 x 20 200.00 1 Proposed Entry Addition 9 x 6 54.00 J K L M N O P Q R S T U V W X Y Z (1) Total Proposed Hardcover 3587.00 Excludable Hardcover(See gity b Sec 778-^1684): (2) Total Excludable Hardcover 0.00 (3) Net Proposed Hardcover [Subtract line(2)from line(1)] 3587.00 (4) Total Lot Area (257 x 84) 21588 Proposed Hardcover Percentage [(3)s(4)] 16.62% W:\Street Files\Navarre Lane\3760\Hardcover Calculation Worksheet 2017-00504 City of Orono Hardcover Calculation Worksheet 4°No Property Address: 3760 Northern AveR Prepared by: CM Date: 5/18/2017 SHO Stormwater Quality Overlay District Tier 3 Step 1: EXISTING HARDCOVER Key to Hardcover Item(Describe) Length x Width Total (SF) Surve (66tftpi6Y (d; rage) ,: �, 724'x 30 j (720 5. .) A House 46 x 30 1380.00 B Garage 24 x 24 576.00 C House 13 x 15 195.00 D Deck 10 x 15 150.00 E Sidewalk 5 x 16 80.00 F Sidewalk 4 x 8 32.00 G Ashalt Drive 46 x 20 920.00 H Gravel Parking 10 x 20 200.00 I J K L M N O P Q R S T U V W X Y Z (1) Total Existing Hardcover 3533.00 Excludabls!Hardc©ver(See City Codi:Sed (2) Total Excludable Hardcover 0.00 (3) Net Existing Hardcover [Subtract line(2)from line(1)] 3533.00 (4) Total Lot Area (257 x 84) 21588 Existing Hardcover Percentage [(3): (4)] 16.37% W:\Street Files\Navarre Lane\3760\Hardcover Calculation Worksheet 2017-00504 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. / Completed Application V Plan Review Fee Paid M W br w�- 7 Signed Escrow Agreement & Escrow Payment U Building Plans (to scale) x2 Certificate of Survey (to scale) showing the proposed project & 8 meeting all requirements x2 X04 +0 s C oute,lo Ic_ Gf'►'► Hardcover Calculations (if applicable) C h Ct S w G �� ,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 a4+&-cJw-d regarding this project. Signed by: Address: 1(p No r` *-a - Permit #: Z cel --7 '—oo sOc� Last Updated: January 2016 J 2 MINNEHAHA CREEK WATERSHED DISTRICT RECEIVE® BOARD OF MANAGERS MAY 15 2017 REVISIONS PURSUANT TO MINNESOTA STATUTES §103D.341 CITY OF ORONO Adopted April 24,2014 Effective June 6,2014 EROSION CONTROL RULE 1. POLICY. It is the policy of the Board of Managers to require preparation and implementation of erosion control plans for land-disturbing activities,in order to limit erosion from wind and water;reduce flow volumes and velocities of stormwater moving off site;reduce sedimentation into water bodies;and protect soil stability during and after site disturbance. These measures should reflect the following principles: (a)Minimize, in area and duration,exposed soil and unstable soil conditions. (b)Minimize disturbance of natural soil cover and vegetation. (c)Protect receiving water bodies,wetlands and storm sewer inlets. (d)Retain sediments from disturbed properties on site. (e)Minimize unintentional off-site sediment transport on trucks and equipment. (f) Minimize work in and adjacent to water bodies and wetlands. (g)Maintain stable slopes. (h)Avoid steep slopes and the need for high cuts and fills. (i)Minimize disturbance to the surrounding soils,root systems and trunks of trees and vegetation adjacent to site activity that are intended to be left standing. 0)Prevent and/or mitigate the compaction of site soils. 2.PERMIT REQUIREMENT. Unless specifically exempted by section 3,Exemptions, of this rule,land- disturbing activity shall require a permit incorporating an erosion control plan approved by the District and shall be conducted in accordance with that plan.Applicants must provide a financial assurance pursuant to the District's Financial Assurance Rule.A Fast-Track permit may be issued for routine erosion control projects on a finding that the application: (a)Complies with the submission requirements of section 4,Permit Application,of this rule; (b)Includes an erosion control plan that: (1)Complies with section 5,Erosion Control Plan,of this rule;and (2)Provides for maintenance and inspection in accordance with sections 9,Maintenance, and 10,Notification and Inspection,of this rule. Any request for a variance from a requirement of this rule must be decided by the Board of Managers. 3. EXEMPTIONS. The following land-disturbing activity shall not be subject to the requirements of this rule: (a)Activity that: (1)disturbs an area of less than 5,000 square feet; and (2)involves the grading,excavating,filling or storing on site of less than 50 cubic yards of soil or earth material. (b)Agricultural activity. (c) Emergency activity immediately necessary to protect life or prevent substantial physical harm to person or property,provided that erosion control measures, including any necessary remedial action,are implemented as soon as possible. (d)Activity otherwise subject to this rule,where the District has entered into a written agreement with the municipality where the activity takes place providing that the District will not exercise erosion control permitting authority within the city under the circumstances in question. 4. PERMIT APPLICATION.A w6tten application for an erosion control permit shall be submitted by the owner of a site or an authorized representative.The application shall contain the following: (a)Site address. (b)Property owner's name,address and telephone number. (c)Names,addresses,telephone numbers and responsibilities of all contractors,subcontractors and other persons who will engage in the land-disturbing activities. (d)Name,address and telephone number of a single individual responsible for overseeing implementation of the erosion control plan on site. (e)Documentation of all applicable federal,state,county,municipal or township applications for the proposed action or a statement that uch approval is not required. (f)Application date. (g)Signature of each property owner with a certification that he or she understands that the proposed activity must be conducted in compliance with this rule and the approved erosion control plan,and that the application.is complete and accurate to the best of his or her belief. 2 When a property owner is not a natural person,the application shall bear a signature of one authorized to act on the owner's behalf and documentation of the signatory's authority. (h)An erosion control plan as described at section 5,Erosion Control Plan,of this rule. (i)A soils engineering report as described at section 6,Soils Engineering and Geology Reports, of this rule,if requested by the District. 0)A geological report as described at section 6,Soils Engineering and Geology Reports, of this rule,if requested by the District. (k)A copy of the NPDES permit number for projects that require an NPDES permit from the Minnesota Pollution Control Agency. (1)An erosion control inspection plan in accordance with section 10,Notification and Inspection, of this rule for all projects disturbing '/o acre or greater. 5. EROSION CONTROL PLAN. The erosion control plan is a stand-alone document that shall include the following: (a)Site plans for existing and final proposed conditions drawn to appropriate scale.The plans shall contain: (1)The site location in relation to surrounding roads,steep slopes,other significant geographic features,buildings and other significant structures. (2)Existing and final grades,and the direction of flow for all pre-and post-construction runoff from the site. (3)Site property lines. (4)Identification and location of all existing and planned underground utilities,to be concentrated in corridors where safe,practical and feasible. (5)Identification of all receiving waterbodies and/or stormwater conveyance systems to which the site discharges. Specification of the Impaired or Special Management waters status of each receiving waterbody or conveyance system. (6)Identification and location of all onsite water features and facilities,including any lake,stream or wetland;any natural or artificial water diversion or detention area;any surface or subsurface drainage facility or stormwater conveyance; and any storm sewer catch basin. (7)Location of all trees and vegetation on site,with identification of that which is intended to be retained. Installation of protective fencing so as to exclude all fill and equipment from the drip line or critical root zone,whichever is greater,of all vegetation to be retained. (8)Location of buildings and structures on site. 3 (9)Proposed grading or other land-disturbing activity including areas of grubbing, clearing,tree removal,grading,excavation,fill and other disturbance;areas of soil or earth material storage;quantities of soil or earth material to be removed,placed,stored or otherwise moved on site;and delineated limits of disturbance. (10)Locations of proposed runoff control,erosion prevention,sediment control and temporary and permanent soil stabilization measures,including,but not limited to: inlet protection,perimeter control,temporary and permanent soil stabilization,concrete wash areas, slope breaks, energy dissipation,rock construction entrance, silt curtains. (11)Detail showing the location of all areas where compaction is to be prevented and/or mitigated. These areas shall be protected from construction vehicle traffic where practical and feasible. These areas include but are not limited to: filtration and infiltration stormwater facilities and areas that are proposed to be permanently landscaped as greenspace. (12)The location of all onsite,existing and proposed stormwater management facilities, including,but not limited to: infiltration basins,bio-filtration basins,stormwater ponds, porous pavers,underground storage and swales. (13)Location of any MCWD-regulated buffers on site(existing or to be established). (b)Plans and specifications must be provided showing all proposed runoff control,erosion prevention,sediment control and temporary and permanent soil stabilization measures,in accordance with the following criteria: (1)Plans and specifications shall conform to the provisions of"Stormwater Compliance Assistance Toolkit for Small Construction Operators"and/or the"2005 MN Stormwater Manual."(Minnesota Pollution Control Agency,2004) (2)All erosion and sedimentation controls proposed for compliance with this rule shall be in place before any land-disturbing activity commences. (3)Plans shall provide that stockpiles of soil or other materials subject to erosion by wind or water shall be covered,vegetated,enclosed,fenced on the downgradient side or otherwise effectively protected from erosion in accordance with the amount of time the material will be on site and the manner of its proposed use. (4) Silt fence shall conform to Sections 3886.1 and 3886.2, Standard Specifications for Construction,Minnesota Department of Transportation(2000 ed.),as it may be amended. (5)Plans shall provide that all fabric fences used for erosion and sedimentation control and all other temporary controls shall not be removed until the District has determined that the site has been permanently re-stabilized and shall be removed within 30 days thereafter. (6) Plans shall provide for permanent stabilization of all areas subject to land disturbance, retention of native topsoil on site wherever practical and feasible,and specify at least six inches of topsoil or organic matter be spread and incorporated into the underlying soil during final site treatment wherever topsoil has been removed. 4 (7)A detailed schedule indicating dates and sequence of land-alteration activities: implementation,maintenance and removal of erosion and sedimentation-control measures, and permanent site-stabilization measures. (c)The District may waive specific submittal requirements of this section at the request of an applicant proposing to landscape an improved property upon a finding by the District that such requirements are not needed to assess the characteristics of the property and the adequacy of proposed control measures, 6. SOILS ENGINEERING AND GEOLOGY REPORTS. On a determination that the condition of the soils is unknown or unclear and that additional information is required to find that an applicant's proposed activity will meet the standards and purposes of this rule,the District may require soil borings or other site investigation to be conducted and may require submission of a soils engineering or geology report.The report shall include the following as requested by the District: (a)Data and information obtained from the requested site investigation. (b)A description of the types,composition,permeability,stability,erodibility and distribution of existing soils on site. (c)A description of site geology. (d)Conclusions and revisions,if any,to the proposed land-disturbing activity at the site or the erosion control plan,including revisions of plans and specifications. 7.ADDITIONAL INFORMATION.The District may require any additional information or data,as it finds relevant and necessary to evaluate and act on an application. 8. FINANCIAL ASSURANCE.The District may require the applicant to file a bond or other financial assurance in accordance with the Financial Assurance Rule. The assurance must be in the form of a performance bond,a letter of credit or a cash escrow.The assurance shall be maintained until: (a)Final site stabilization and removal of erosion and sedimentation controls,as determined by the District,and the payment of all fees and amounts due to the District; (b)Forty-five(45)days after written notification to the District under paragraph 10(b)(5), if the District has failed to respond in writing; or (c) Such earlier time as the District may advise the applicant in writing. 9.MAINTENANCE.The permittee shall be responsible at all times for the maintenance and proper operation of all erosion and sediment control management practices.On any property on which land- disturbing activity has occurred pursuant to a permit issued under this rule,the permittee shall,at a minimum,maintain and repair all disturbed surfaces and all erosion and sediment control management practices and soil stabilization measures every day work is performed on the site. Specific maintenance requirements are as follows: (a)All exposed soil areas must be stabilized as soon as possible to limit soil erosion but in no case later than 14 days after the construction activity in that portion of the site has temporarily or permanently ceased. 5 (b)The normal wetted perimeter of any temporary or permanent drainage ditch or Swale that drains water from the site,or diverts water around a site must be stabilized. Stabilization must be completed within 24 hours of connecting to a surface water. Portions of the ditch that are under construction must be stabilized within 24 hours after the construction activity in that portion has ceased. (c)Sediment control practices must minimize sediment from entering surface waters,including curb and gutter systems and storm sewer inlets. (d) Sediment control practices must be established on all downgradient perimeters before any upgradient land-disturbing activities begin. These practices shall remain in place until the District has determined that the site soils have been permanently stabilized. (e)The timing of the installation of sediment control practices may be adjusted to accommodate short-term activities such as clearing or grubbing or passage of vehicles. Any short-term activity must be completed as soon as possible and the sediment control practices must be installed immediately after the activity is completed. However,sediment control practices must be installed before the next precipitation event even if the activity is not completed. (f)All storm drain inlets must be protected by BMPs determined by the District to be appropriate, during construction until all sources with potential for discharging to the inlet have been stabilized. (g)Pipe outlets must be provided with temporary or permanent energy dissipation within 24 hours of connection to a surface water. (h) In order to maintain sheet flow and minimize rills and gullies,there shall be no unbroken slope length of greater than 30 feet for slopes with a grade of 3:1 or steeper. (i)Temporary stockpiles must have effective sediment controls in place to prevent discharge to surface waters including stormwater conveyances such as curb and gutter. 0)Vehicle tracking of sediment from the construction site must be minimized by BMPs such as rock construction entrances,wash racks or equivalent practices. Street sweeping must be used if such BMPs are not adequate to prevent sediment from being tracked off site. (k)During construction of an infiltration or biofiltration system,rigorous prevention and sediment controls must be used to prevent the discharge of sediment into the infiltration/biofiltration area. Infiltration/biofiltration areas must not be excavated to final grade until the contributing drainage area(s)has been constructed and finally stabilized. (1)Dewatering or basin draining(e.g.pumped discharges,trench/ditch cuts for drainage)related to the construction activity that may have turbid or sediment laden discharge water must be discharged to a temporary or permanent sedimentation basin on the site whenever possible. If water cannot be discharged to a sedimentation basin prior to entering the surface water,it must be treated with the appropriate BMPs,such that the discharge does not adversely affect the receiving water or downstream landowners. (m) If determined to be compacted by the District,site soils shall be decompacted to a depth of 18 inches and organic matter shall be incorporated before revegetation. Decompaction shall be 6 accomplished solely by incorporation of organic matter within the drip line or critical root zone of trees or within 10 feet of underground utilities. (n)Inlet protection devices and all perimeter control shall be maintained once sediment accumulates to a depth 1/3 of the designed capacity. 10.NOTIFICATION AND INSPECTION. (a)INSPECTION: (1)The individual identified as being responsible for implementing the erosion control plan must routinely inspect the construction site once every seven days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. (2)All inspections and maintenance conducted during construction must be recorded in writing and these records must be retained with the erosion control plan and made available at the District's request within 24 hours.Records of each inspection and maintenance activity shall include: (i)Date and time of inspections; (ii)Name of person conduction inspections; (iii)Findings of inspections, including recommendations for corrective actions; (iv)Corrective actions taken(including dates,times and party completing maintenance activities);and (v)Date and amount of all rainfall events greater than 0.5 inches in 24 hours. (b)NOTIFICATION. The applicant or its authorized agent shall notify the District in writing at the following points(large public projects may request alternative notification through use of on an onsite written log of the following points): (1)On completing installation of perimeter erosion and sedimentation controls. (2)On completing land-disturbing activities and putting into place measures for final soil stabilization and revegetation. (3)Prior to any site dewatering. (4)When the site has been permanently stabilized and re-vegetated. (5)When all temporary erosion and sedimentation controls have been removed from the site. 7 PLAN REVIEW �ICHECKLIST FOR NEW STRUCTURES / ADDITIONS 3 Address: '1Cpd N omh uT1 Y Permit No.: Description of work: (!�� Date Rec'd: 5 �S Septic review by: �. V� l u Date Approved: Zoning review by: Date Approved: Y Building review by: Date Approved: �7 1 Grading review by: Date Approved: Zoning District: ���� Zoning File M Resolution? Yes GReso M Reso Date: Signed: Yes No Resolution I N Zoning: Lot Area: ✓ S /AC Width: Structural Coverage: 2 SF l� Survey Submitted: es 0 No Date of Survey: ,C5 i Z— k4evised date(?): Landscape plan submitted? 0 Yes Landscaper: Oone proposed Proposed Setbacks: i0 Front e) Rear(Str ( N S E( ) ( N S W ) Other Buildings Wetland Side Si e Building Height Analysis: Distance Between First Floor and defined Top of (a) Roof* See "building height" definition): First Floor Elevation from building plans): (b) Highest Existing ground level urvey) or 10' (c) above lowest round I , whichever is lower: Difference bet b and (c): (d) Defin d Build i ng Height(a) -(d): e) Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? es 0 No Permit Number: 0 Yes 0 No 0 Ye No /A—see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % ands % and sfll / 1 2 3 4 5 1(0,3-7Z(-) (�P�(0 "6J 0 Yes PKNo 0 Yes No F 7 Type(s): Type(s): Updated: October 2016 v:\forms\plan review checklist 10-2016.docx Fees to be Charged YES NO Permit f Plan Review State Surcharge V— Investigation Fee SAC—Number of SAC Units 1/ Other(specify) (� Square Footage $ per Square Footage Basement X = $ 1st Floor X = $ 2nd Floor X = $ Garage X - _ $ Estimated Construction Value: $ i Orono Inspections Required Work Requiring Separate Permits �( Footing ❑ Site ❑ Plumbing ❑ Grading/Filling ✓❑` Poured Wall Silt Fence/Erosion Control ❑ Mechanical ❑ Fire ❑ Foundation Survey ❑ Hardcover Removal ❑ Fireplace ❑ Water Connection ❑ Framing ❑ Other(specify) ❑ Masonry ❑ Sewer Connection ❑ Waterproofing/Drain tile ❑ Mfg. ❑ Lawn Irrigation ❑ Foundation Waterproofing ❑ Other(specify) ❑ Landscaping Framing Insulation ❑ As-Built Survey Final ❑ Lathe Required State Permits ❑ Other(specify) ❑ Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: ❑ See Builder Acknowledgement Form ❑ Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: October 2016 v:\forms\plan review checklist 10-2016.docx TE TIME CITY OF ORONO CALLED IN INSPECTIONHEDULED PERMIT NO. f 5� CO Er D ADDRESS�1� -7 OWNER ' / TELEPHONE NO. —3p(v -19;�/ 5 CONTRACTOR � DESCRIPTION �FOOTING El DEMO-FINAL ❑ SEPTIC FINAL a ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING C ❑ 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 ..t [3 DEMO-SITE [I SEPTIC INSTALL Z OWNEINCONTRACTOR TO MEET YOU:_YES_NO COMMENTS: &otic 5� - :f "A Ao i w0,� � �dy• - >� L.L, ,dem D/.�1 o� j Uj ORK SATISFACTORM..PROCEED ❑PROJECT COMPLETE W ❑CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cell for the next inspection 24 hours In advance. (952) 249-4600 OwnwICoMmetor on site: Inspector:_?_LL *W*Ca"finspeatw%File Canary Co"/Sft Nonce C' C) L)9� DATE TIME CITY OF ORONO CALLED IN J �— � INSPECTION NOT E SCHEDULED �� 0 7J PERMIT NO. COMPLETED ADDRESS 3 D 141 OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION W ❑ 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 OWNERICONTRACTOR TO MEET YOU:_YES_NO cam., COMMENTS: W a cc O W W cc Q 2 W W cc WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CORRECT WORK 3 PROCEED El ISSUE CERTIFICATE OF OCCUPANCY ' ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY cc V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN El CITATION ISSUED [ISTOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerfContractor on site: Inspector. White Copynnspector's File Conary CopyWe Notice C--q DATE TIME CITY OF ORONO CALLED IN INSP11 EC NOTIC SCHEDULED PERMIT N COMPLETED ADDRESS -97(106 f OWNER TELEPHONE NO.(O� CONTRACTO DESCRIPTION W ❑ FOOTING EMO- FINAL E3 SEPTIC FINAL Q [IPOURED WALL ❑ UMBING RI [3EXCAV/GRADING/FILLING 0 ❑ FOUNDATION WATERPROOF LUMBING FINAL ❑TREE REMOVAL 1� ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q PKZ`RAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑WOOD BURNER/FIREPLACE ❑ COMPLAINT ❑ FINAL ❑WATER HOOK-UP ❑ FOLLOW-UP W ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL ..1 E3 DEMO-SITE ❑SEPTIC INSTALL Z OINNERICONrRRCTOR TO MEET YOU:_YES_NO COMMENTS: 42ec, _ "°��" 1 7 44. -GI proyr`jt cy✓e52 w Iwro wet( CQvv c1�a� � �'e5•� 0��;5• o� �.-ss'r o��?s• -� l��e�s •� betA W c lls W - 56, 9!ff 40 rep 4094a Stir-ct 2 �Ylf/I/I.1 JIV��'1r vi! -.��� C��I Kc�✓� l4� W 46✓y--c t% 11�L' /peS 4 l<tL�e W ❑WORK SATISFACTORY:PROCEED O PROJECT COMPLETE W0!FWRRECT WORK S PROCEED O ISSUE CERTIFICATE OF OCCUPANCY C O CORRECTWORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. can for the next b>tapect m 24 hours in advance. (952) 249-4600 OwnerlCofflmctor on 91W WMte CaffftWwtm's File Canary Copy/Site NaNce DATE TIME CITY OFORONO CALLEDIN 5S-Zq-i1 INSPECTION NOTICE SCHEDULED Q PERMrrNO. ,OU Ct5bt (COMPLETED �,�� ADDRESS l�C� I�i O �1nUyt'%n ► t �r 1 OWNER TELEPHONE NO.C� -705 Z70007 CONTRACTOR DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING 0 ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION i ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS �ULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: w QZ Wad , S�Q�� y 0 QZ Q a Qr. ZL cut rl5 - 6�t�. n G - i ra rN�e W 4.1 O �i �T� o�st SPsaceS -x�f•���-�o cs.r Cr W 11K SATISFACTOR .PRED 11 PROJECT COMPLETE4_, S �'�CORRECT WORK&PROCEED Al r.6�/Lc o�J ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPACTlqNj)f-e,0 Sp/f�_ MPORARY BEFORE COHERING �/r cr j;aQr�.i f C •t fit• ✓ RMANENT ❑CORRECT UNSAFE CONDITION VPTHINn HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN piie, �SforJ ❑STOP ORDER POSTED.CALL INSPECTOR J�'SZ✓r CITATION �J y f�r '\ ❑INSPEC ON REQUIRED.CALL TO ARRAN E CCESS:- ° 11�..br merle�.v 4CSrti uj°Pucrs 6_)A - 15c d Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. / �^- White CopyAnspector's File Canary Copy/Site Notice CA DATE TIME !/ CITY OF ORONO CALLED IN INSPECTION NOTICE /� SCHEDULED PERMIT NO. O 1 -QQ�/J COMP ETED ADDRESS OWNER - TELEPHONE NO.1-0S7 o?q9—y7- CONTRACTOR DESCRIPTION42J W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI [IEXCAV/GRADING/FILLING C ❑ FOUNDATION DRAIN TILE ❑ 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 W ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ElFOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO ��•, COMMENTS: �.. �/"G G�+`on.S -F�'o rY, ®r'etlt d" :«,_jgL(&1br �rkA f,g �'Pik cv► Z cat.hr � 0 W Q 12 W W j W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE Q; ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W QO 'CORRECT WORK CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next Inspection 24 hours In advance. (952) 249-4600 OwnedContractor on site: Inspector. -Z7,� 50 N White Copylinspector's File Canary Copy/Ske Notice C"I pq TIME CITY OF ORONO CALLED IN / INSPECTION NAZI� X50 SCHEDULED PERMIT NO. dbJ COMPLETED J�J ADDRESS ( n OWNE T LEP CONTRACTOR Q� DESCRIPTION W [:1FOOTING ❑ DEMO FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING ❑ FOUNDATION DRAIN TILE ❑ 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 W ❑ AS BUILT-SURVEY ElSEWER HOOK-UP ❑ FOUNDATION/REMOVAL Z v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNEWCONTRACTOR TO MEET YOU:_YES_NO oCOMMENTS: ZE � - S.�J•� C- O • �9�e�a�s O K cc /� Ga ►'p'Cc�la�cs i"Ov�lO� LL f✓¢SS tA,) rErYlQ/� LQ z W W cc �,✓i►c �N.t�t!.O j GW ❑WORK SATISFACTORY:PROCEED OrMMECT COMPLETE cc ❑CORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY Oi BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice MAy 15 2017 ,CITY OF ORONO 5-8-2017 To: Greg Eibensteiner RE: Mary'Vandeputte 3760 Northern Ave Orono-MN Attached are(2) pages of wings and (2) pages of written requirements to remove I6`-0" of basem nt b g wall supporting a single floor load and replace with a steel I- eam. Should you have any questions or concerns please contact me. Regards, Wayne C. Larson,PE MN Lic 7831 i I hereby certify that this plan,specification Project L Larson or report was prepared by me or under nay directsupervision and that i ate a duly Licensed Professional Engineer under the Ci Larson Specialty Structures,inc laws State of Minnesota. 194 South Leke Drive Ap Client Vg( ¢ bta ,FL 34'788 $ 818 747 - oats r - �i'� 1.1 �7g3t Comm.uMca. , 3 __ ................ .................... ............ .. ..... ........ . ....__. . _._... 3 ` � rte' g n "fir°` a POP � 3 y ..... :,.,... .. Kms:...... .,...�.... ..� • { , .......... eIP . . : 0p w P __. _ _......_....._..........................................._..__.._._ W ` . . _ .. it , r � i3eamChek v20f 6 licensed to: Reg# Vandeputte,Mary-Orono,Mn Bearing Wail Replacement LL Beam-Fir Load ONLY Prepared by:WL Date:4118117 Selection W Ox 21 50 ksi Wide Flange Steel Lateral Support Le=4.7 ft max. Con0ans Actual Size is 5-114 x 8-114 in. Min Bearing Length R1=0.8 in. R2=0.8 in. (1.0)DL Defl= 0.17 in Recom Cambe—0.25 in Data Beam Span 16.0 ft Reaction 1 LL 4800# Reaction 2 LL 4800# Beam Wt per ft 21.0# Reaction 1 TL 6768# Reaction 2 TL 6768# Bm Wt Included 336# Maximum V 6768# Max Moment 27072'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Deft L/337 LL Max Dell 1-1360 LL Actual Defl 1-1475 A trr u s Section W Shear(ina) TL Defl(in) LL Deft Actual 18.20 2.07 0.57 0,40 Critical 9.84 0.34 0.80 0.53 Status OK OK OK OK Ratio 54% 16% 71% 76% Fb(psi) Fv(psi) E(psi x mil Values Ref.Value Fy 50000 50000 29.0 Adjusted Values 33000 20000 29.0 Adjustments YP Factor, Lc 0.66 0.40 Loads Uniform LL:600 Uniform TL: 825 =A [— Uniform Load A R1 =6768 R2=6768 SPAN= 16 FT Uniform and partial uniform loads are lbs per lineal ft. !dotes -W8 x21 is the minumium beam required to meet code. I would highly recommend using a W8 x 31 as this will minimize the deflection to less than 1/4"accross the span in tum reducing the vibration and"bounce"often associated with using minimal size beams. -Beam must be mechanically fastened to floor joists every 16" -Post and footing information seperate ......_..__. ... .. .._ SearnChek v2016 licensed to. Reg# Vandeputte,Mary-Orono,Mn wring Wall Replacement C1 Post Prepared by:WL Date;4118117 Selection 6x 6 Treated Hem-Fir Solid Woad Column Conditions NDS 2012,Using values for 5x+solid sawn,Posts and Timbers. Data Load 6768# Column Area 30.25 int Kf 1.00 Actual Height 7.33 ft le dl Effective Ht 88 in c 0:80 Unbraced L1 7.33 ft le d2 Effective Ht 0 in KcE 0.30 Unbraced L2 0.0 ft Ke Buckling Mode 1.0 FcE 1526 Att butes and Values Controlling d is 5.5 Inches Fc II(psi)E(psi x mil) Reference Values 950 1.3 leld psi Area(int) Adjusted Values 784 1.3 Actual 16 224 30.25 CF Size Factor 1.00 Critical 50 784 8.63 Cd Duration 1.00 Status OK OK OK Cm Wet Use 1.00 1.00 Ratio 32% 29% 29% Cp Stability 0.83 Note:A wood plate under this column must have an Fc value,perpendicular to the grain, greater than 224 psi. Notes -6x6 treated Hem-Fir is the minimum required to meet code. I would highly suggest the use of 6x6 treated paralam or glulam. Treated posts may be incased in floor concrete resting on top of foisting(see footing design). -Post is designed to be laterally supported in wall parallel to stair&unsupported perpendicular to stairway -While not required,a non-permeable membrane between the post and footing will break any capillary action resulting in less fatigue overtime �a % .� wi 'irate of Survey for ORONO COPY John R. Quam of Lot 3, Block 1 , SOUTHVIEW ESTATES Hennepin County, Minnesota RECEIVED �-- _ 71-02,4 r;, N t9si1 Dtainngc ufi'i}yMAY 15 2017I ;� ease.nents �N CITY OF ORONO ( 4 I 1 hereby certify that this is a true and correct representation of a survey of the boundaries of Lot 3, Block 1 , SOUTHVIEW ESTATES, the location y, of all existing buildings, if any, thereon, and I10 the proposed location of a proposed building. it does not purport to show any other improvements I I ►►�I or encroachments. II I 5I New Entry Addition _ ( COFFIN & GRONBERG, INC. IOh•3 � �O 0 6 I Mark S. Gron berg MN. Li No. 12755 IZZ, ( Gordon R. Coffin MN. Lic. No. 6064 Engineers, Land Surveyors, Planners,os—Lt Hy of Orono N I 3 Long Lake, Minnesota Planning&Zoning Plan Review !�Z4 As. t,', a Site Plan Review Date: (w'-� t. .... ' APPROVED ` Scale: 1 inch = 40 feet OAPPROVED WITH REVISIONS WnOWS) � �i C� Date _ May 12, 1986 ❑DENIED o iron marker Stagy h 6J Spot elevation (assumed datum) ILI to , e41'30`� Averue- Go2_oS � 37(00 N 00,W1 Avg 2-0[Z-- 60504- i fi UY\,- Reviewed fcr Code Compliance City of Orono Z- ? - M RECEIVED Date MAY 15 Reviewer CITY OF ORON=-, 12 6 T SET City of Orono PERMI MARY LE �2/.�EPUTTE RESfDENCE Planning&Zoning Plan Review ./ CA5TING FRONT ELEVATION 3760 NORTNERN AVE 1/ SCALE:1/4`-1'-O' ORONO MN SitePlanReview Date: �/ 'APPROVED ❑APPROVED WfTH REVISIONS(see notes) ❑DENIED Staff. �� AN �O O� D O oba Zpa Z m N n ---------------------------------------------- --------------- ---------------- ---------------------------- ---------------------------------------------------------- ------------- tl� h 2 A Arn Y R ----------------------------------------------------------------------------------- N O W C V dt W .G (Y N .• I P t P K m � O1 41 T T S T t P N i i i i i i i i i ----------------------_--------- I- ------------------------ I gill ♦ \\1 \ , \ \ I 1 No WORK { i -SPRAY FOAM MM MMW TO , 2 x IO JoeTB ooftcRm FLOM R21 i O MATCH •aW T i G 5U3FIAOR ®R97OIG 9W SPAN RATWG 1 1 t i 1 j R CA&$l6TWG JOLST a i REPLACE WITH FULL LD4TH CONry QXM Jor.T UP O cLowT ENTRY 2 X 100 MATCH MTJMG S fOUUMTIQN TO NW M FOaDW.TO CARRY FLOOR WAO 132' 1 1 O WTH'L O MARY 1 MNOVTT`RESNlNGE I PLOOR FRAMING PIAN 376D NORii@Wd AVE 1 SCRIP:SM-110 OVIOO pqy 1 i P 6 ® 0 0 XM Cy yy�RR� 5o �5 S. III S 1fl X111 111 11 I• -. ._._._.—.—._._. _- 1 1 ri Iil A W I = ANDER5EN CW255 WITH TEMPERED GLA55 (VERIFY 512E TO MATCH EX15TING) KO 4'-9 5/8"X 5'-G 112" EXISTING HEADER HEIGHT TO MATCH EXI5TING 5TAIR5 D I = 3'-O"X G-8"DOOR DE51GN: TBD AUNO"Y iUD WASHER D2 = 3'-0"X G-8"DOOR STEEL 20 MIN FIRE RATED EXISTING LAUNDRY —� D3 = 2'-1 COX G'-8"DOOR LIVING ROOM MATCH E 15TING INTERIOR DOORS f � New s w*oow j I ?O N'.A7CH cx6nNG I WI ( I GENERAL NOTE5= NEW ENTRY " NEW WALL5TOBE2XG WI R21 BATT IN5, 96• j r-•—------- VAPOR BARRIER, 112" GYP —EXISTING WADS EXT TO MATCH EXISTING i j j NEW WALLS CEDAR LAP 51DING WI I i D2 "EP UP BUILDING PAPERi DEMOLITION WALLS EXFFND ..J WALL FINISH TO GARAGE it"U e I 5/8"TYPE X GYP WI FIRETYPE i D I CEILING TO BE 112"GYP, VAPOR BARRIER, R44 INSULATION w'SEA"Or?ftNu M e/wsN�woows� • NO CHANGES TO EXi5TING 5TAIRS ,>- ' NO CHANGES TO EXISTING LAUNDRY@"sn"G POOP ovM"G- —I $TEP UP • NO CHANGE5 TO EXISTING CLOSET ; PE"dli sR • NO CHANGES TO EXISTING WINDOW5 i C[)NSTRUCNON PIAN s 60 NNO"RTTHMNN Av�lOENG " FLOOR FINISH TBD "'- '� o�NonnN ` SET DOORS D2 4 D3 ON 112" PLYWOOD ; FOR FLOOR FINISH (VERIFY WITH OWNER) It I STAIRS 7 3/4"MAX. RISER 10° MIN.TREAD 6'-8n MIN. HEADROOM AT LEAST ONE HANDRAIL REQUIRED GUARDRAIL OPEN SIDES Install new 6'3" x 4'2" windows Install 2 additional 2x 10 attached to rim r �,l above each window — 3O s®� Q�( S f �R � ,[SLEEPIvJG 0KEDE i EG OD TO,4 SOU�D- DEUCE OR OTHER CST:^ f .,TGR AUDIBLE AREAS A: -- - - - - - - - - - - - - - _ I Ca`' rQ II i ao Install steel support beam 1 16' length: with pad footing I i Spec Sheet Attached cq ' I 30"x30"x 10" Pad footing, i x,x 10" Fl JD15T5––T I dowel into exisitng to reach I + M UrIREF- PTS, size, spec sheet attached + 4- - - o' 8',clam` 66'Y' (4 I - - __> STAI(� To 65 fwrV4 I i 1 1 ON 1'-+W GAI-tT Fob STDoP ! i i A; I i b Carbon monoxide detector required within 10 ft. of all sleeping rooms. write STP ►�-t__� ' " WINDOWS I `r(35i5N I I � � a LI FIRE EXIT RE _ _ _ n � R � CCUI EQ . ER WIDTH okb 24MIN. CLEAR HEIGHT 5.7 S a Q. F i fa` ; i OPEC ING •" L I I I I ;C,<4OAV g� WALL ! n a ytq + t)�EXGAVA�D I I �/ l �dP�I.T�?• I I , 4 4n iv�r �Sil L H_!G !T O I '� /Z•p ' ! C/ i4�O+ it BX 8� I I + I I I I I Install new 2'-8.5" x 4'2" window, max sill Height 44„ Above Finish Floor, Install i I I I I Exterior Window well with ladder/steps — — — — — — — — — — — — 1V 6OH(,$LK- 8"GONG g� L 1 D PLAN 1- 2.4'-0" __._---- NOTES: DRAWN BY PLAN NO. r. NOTICE:Plans PreparedFullerton Lumber Company are furnished without Nwarranty.Reliance by userr of these plansaral all responsibility and liability for FULLERTON LUMBER CUMPAY DATE: ::0 usage of structural design or engineering must be the responsibility of the PROPERTY OF: builder,owner or user of these plans. N d V� _N G� OM ion P� y�n O n 0 4� Jill