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2017-00108 - new structure
CITY OF ORONO I 2750 KELLEY PARKWAY * 2 1 7 - 0 0 1 8 DATE ISSUED: 03/27/22 017 ORONO,MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 2335 OLIVER HILL PIN : 34-118-23-33-0077 LEGAL DESC : OLIVER HILL : LOT 2 BLOCK 2 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 454,246.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,SEPTIC,FIREPLACE,SEWER CONNECTION,WELL(STATE), ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 3,346.42 COUNTRY JOE HOMES PLAN REVIEW 573.30 22260 DODD BLVD STATE SURCHARGE(VALUATION) 227.12 LAKEVILLE,MN 55044- S.A.C. 2,485.00 (952)469-4066 TOTAL 6,631.84 Minnesota State License#:BUIL-BC627670 Payment(s) CHECK 24824 6,631.84 OWNER D'ALESSANDRO,GREG&JENNIE 6368 HIDDEN LAKE CIR RICHLAND,MI 49083- 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. 3/2 ?//7 k---1-1Csz) 7 /7 Applicant Permitee tgnature Date Issued Bignature Date t ' g� f CITY OF ORONO 0a5I. f BUILDING PERMIT APPLICATON FOR NEW STRUCTURES OR ADDITIONS ` ci IOCMailing Address: PO Box 66 Permit number: 2- I 00 W , t Crystal Bay, MN 55323-0066 Street Address: Date received: ��� Received by: '�p ti �� Plan review fee: 1 . g 1 ___D StiO� Orono, MN 55356 4 01 —Ob I "� Main: 952-249-4600 otal Fee: Fax: 952-249-4616 www.ci.orono.mn.us Fa,ti)N—4ve� forma, This application form must be completed in full and all required information must be submitt d. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 2335 Oliver Hill Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes I No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: Y oung fie-id I.loie-s dbc Gou vi-ry Toe Norig-S State License# 8C-t-2.7 6 70 Expiration Date: 3 - 31 - 17 Phone: (cell) 95'2 - 3 p 8120 (office) 95.2- 46 q - y0 66 Mailing Address: 2Z2 Co Dodd 8I lid. Cit : LAKe.Vill'- ZIP: 550"0 ' Contact Person: 5 f e,ve. ,fgt,,,b e;r Applicant is: Contractor . / Homeowner (Circle One) Email and/or Fax: SSa.k.ber' Cour JO2-1 oi'le-S. Cor`' PROPERTY OWNER INFORMATION: Name: (7.2E4 1—j'- NN 16 l7 ' AG6s5' A,Dez o Phone (day): 95Z -2'3--43-4/ mi hllan Address: (,..3£?"‘, /t,p41Eiv is AWE Ci,2C L-e City: 77,c '-tc D ZIP: y`94247-3 Email and/or Fax ARCHITECT/ENGINEER INFORMATION: Name: Phone (day): Address: City: ZIP: Email and/or Fax: PROJECT INFORMATION: Description of project: Frc.med f,,'4(e-fa.n411r koty_ 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply 21.New Construction I Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage ❑ Deck NI Public Sewer 0 Accessory Building ❑ Single Family with Office/Commercial ❑ Relocation detached garage Residence 0 Private Sewer O Other: (specify) El Multiple Family/Condo Retaining Wall(s) 0 Public 4-feet or greater 0 Public Water **Any earth movement may also require 0 Commercial 0 Storage MCWD review&permits. 0 Industrial ❑Warehouse a(Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) 0 Other(specify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.org Estimated Construction Valuation (excluding land) $ 3I((15"7h Last Updated: January 2016 STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) / a. Length(ft.)= J�• j ft Number of bedrooms= "I` 2. Occupancy: ��� _ f b.Width (ft.)= 5 6 c4_ Number of garage stalls: ' 3. Occupant Load: AVA Areas in square feet Attached= 3 c. Basement= 1361 n ef'• Detached= C 4. Type of Construction: _ /IL— d. Gd. 1st Story = 1 36 1 sl• 4 e.2nd Story= I G`I'- Sj. 5. Code Edition: 208—— /et/ f. %Story = N/L( g.Total Area= II 4 /6 5-_4-• 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 O ❑ Plan Review Fee _ 0 Completed Application Form ❑ Proposed Building Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8 1/2 x 11 set 0 Minnesota State Energy Code Calculations and Mechanical Code Requirements 0 Survey—2 full size,to scale(meeting ALL survey requirements) 0 Hardcover Calculations O Septic System Certification P31 ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required O Landscape Walls and/or Retaining Wall Plans O Stormwater Pollution Prevention Plan(SWPPP) O �1 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 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. Applicant's Signature: >8ilertV t2a/frtDate: 7' /3l /7 Owner's Signature: Date: Last Updated: January 2016 Builder Acknowledgement Form Permit #2017-00108 / 2335 Oliver Hill Builder Representative Name: 12)o6' J.-411 %.) 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. 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 11?Di inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. 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 CIADIO and repair of roadways for any adverse impacts. No underground sewer within 20 feet of well. Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations r4 must be submitted and approved. 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 F• Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios, grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approved prior to construction. w:\street files\oliver hill\2335\builder acknowledgement form 2017-00108.docx PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: 2• Olive( Ji l I Permit No.: 2017 " C010 bDescription of work: NeA S/ a.Tlii ll ( 2i3 ) v_. Date Rec'd: Z-'7'17 Septic review by: SNA/U 4_ two Date Approved: ,--. Zoning review by: COadidial Date Approved: 2. 27" 11 Building review by: 1 C}.,ZA .��� Date Approved: z/7 q/ 7 Grading review by: Date Approved: ,24/ ArAp 2 Zoning District: _quD Zoning File#: Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution /NA Zoning: Lot Area: n, ia) AC Width: Structural Coverage: lab SF 13.4(. % Survey Submitted: p'Yes 0 No Date of Survey: 2• 2'(7 Revised date(?): Landscape plan submitted? 0 Yes Landscaper: 0 No None proposed • Proposed Setbacks: -00/61) ON t`.-aki OMOK-- IAN aK rU wi4 1 , .• ' p IS` Ic) Front( e) Rear(Stylet) ( N SwF W ) , ( N S E 6) Other Buildings Wetland Side Side 16 1 lint ZZ' WI Building Height Analysis: at ie �d ci..hov ggt6tq Distance Between First Floor and defined Top of at �06�� Roof* (See "building height" definition): (a) First Floor Elevation (from building plans): (b) IDD-1,. Highest Existing ground level (per survey) or 10' (C) (o*c above lowest ground level, whichever is lower: Difference between (b) and (c): (d) Z,9 Defined Building Height (a) - (d): (e) Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? Yes 0 No Permit Number: 11 - /0 Yes 0 No p'l/A 0 Ye No 0 N/A-see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required (circle one) (% and sf) (% and sf) _ I q.(rt07 ❑ Yes ,N o ❑ Yes /15...No 1 2 3 0 5 -�—, 35 49' Type(s): Type(s): Updated: October 2016 v:\forms\plan review checklist 10-2016.docx Fees to be Charged YES NO Permit i.� Plan Review c/ State Surcharge !-----1 Investigation Fee SAC—Number of SAC Units `1 Other(specify) j----' , Square Footage $ per Square Footage Baserne t ,c . N13&0 X g.5-7 = .$.''. 1/ 3 ft7,I20 1TM Floor [5 6?0' X ISO,Z__6 _ $ 13(e)353- a 2nd Floor l693 X 1 do. 2.(Q = $ 1 a ?1 7',ig Garage 6(e7--, //��X 3q 7 _ $ 3 �I-� z38,4q- Estimated Construction Value: $ 1t'5 Orono Inspections Required Work Requiring Separate Permits Footing D Site X Plumbing 0 Grading/Filling Poured Wall Silt Fence/Erosion Control A Mechanical D Fire Foundation Survey D Hardcover Removal ett Fireplace D Water Connection D Framing 0 Other(specify) 0 Masonry ` 'Sewer Connection Waterproofing/Drain tile ,Mfg. 0 Lawn Irrigation W Foundation Waterproofing 0 Other(specify) 0 Landscaping iit Framing X Insulation 44,s-Built Survey Final Lathe Required State Permits 0 Other(specify) Well )(Electrical Electrical REMARKS (in-house): OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED: See Builder Acknowledgement Form 0 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 Christine Mattson From: Greg D'Alessandro <gregory.dalessandro@gmail.com> Sent: Sunday, February 19, 2017 8:01 AM To: Christine Mattson; Shane Joseph;Jennie D'Alessandro;julien@countryjoehomes.com; Steve Sauber;Greg D'Alessandro Subject: Fwd: 2335 Oliver Hill/#2017-00108 Attachments: image001 jpg;ATT00001.htm; letter.pdf;ATT00002.htm; dev landscape plan.pdf; ATT00003.htm Hello Christine. Thank you for processing our building permit. Per your request please consider this email our written response to your landscaping question. Jennie and I agree to submit a landscaping plan prior to doing any landscaping work beyond what has already been approved in the development's landscaping plan (attached). Question-now that items 1, 2 and 3 from your letter have been addressed (our understanding is that Country Joe has provided the necessary information for items 1 and 2), can you give us a sense for when we'll have the final permit? I'm asking because we plan to close on the lot on 2/24 and would like to know that the permit is approved prior to closing. Thanks again for your help. We really look forward to calling Orono home! Best, Greg D'Alessandro 763.772.63 81 Sent from my iPhone Begin forwarded message: From: Shane Joseph<shane@sarenpa.com> Date: February 17, 2017 at 1:57:56 PM CST To: "Greg D'Alessandro" <gregory.dalessandro@gmail.com>, "Jennie D'Alessandro" <jenludal@yahoo.com> Subject: Fwd: 2335 Oliver Hill/#2017-00108 Greg and Jennie, See below, looks like we need an email from you guys saying that you understand that we need a landscape plan prior to any landscape work being complete. Let me know if you need any help. Regards, Shane Forwarded message From: Steve Sauber<ssauber@countryjoehomes.com> Date: Fri, Feb 17, 2017 at 1:02 PM 1 Subject: Fwd: 2335 Oliver Hill/#2017-00108 To: Shane Joseph<shane@sarenpa.com> Cc: Julie Ness-McCabe <julien@countryjoehomes.com>, Christine Mattson <cmattson@ci.orono.mn.us> Hi Shane, Julie is out of town so I am sending this to you. Please see the email that I forwarded from the city of Orono with comments regarding the survey that was submitted. These attachments were mailed to Greg and Jennie, so I am guessing they will receive them today or Saturday. I have spoken with Christine today at the city of Orono regarding the items. Items 1 and 2 have already been addressed by our surveyor and in our office and will be resubmitted to the city Tuesday morning with no delay in the process. Item 3 is the landscaping plan. A landscaping plan is required to be submitted to the city for approval. I told the city that Greg and Jennie did not have one yet and what do we need to do to have the permit issued. The city said they need an email (or something in writing) saying they understand that a landscaping plan is required to be submitted showing proposed exterior/landscaping improvements and approved by the city prior to completing any work on the landscape plan. The only approved exterior improvements (i.e.driveway, sidewalk) are what is shown on the survey the city has approved with the building permit. The Developer also has trees that need to be planted on the lot per the approved landscape plan and Developers Agreement for Oliver Hill. The landscaping plan is attached also. Please reach out to Greg and Jennie and explain this to them and have send us an email over the weekend. Please let me know if you have any questions, Steve Sauber General Manager 22260 Dodd Boulevard Lakeville, MN 55044 Office 952-469-4066 Ext. 102 Direct 651-583-7930 Cell 952-380-8120 2 Christine Mattson From: Adam Edwards Sent: Friday, February 24, 2017 11:20 AM To: Christine Mattson Subject: RE: 2335 Oliver Hill/#2017-00108 Stamped approved From:Christine Mattson Sent:Tuesday, February 21, 2017 9:09 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Subject: RE: 2335 Oliver Hill/#2017-00108 Adam, We have received an updated survey Please review and provide comments. Thank you! From:Adam Edwards Sent: Monday, February 13, 2017 2:51 PM To:Christine Mattson<CMattson@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Cc: Melanie Curtis<MCurtis@ci.orono.mn.us> Subject: RE: 2335 Oliver Hill/#2017-00108 Chris, I've reviewed the subject Grading plan and offer the following comments. 1. The Certificate of Survey should be revised to indicate perimeter erosion control measures(silt fence, bio logs, etc.) down gradient from proposed work. Temporary construction entrance should be constructed. Measures must be installed by the Contractor and inspected by the City prior to any work. Contractor must provide a minimum 24 hour notice prior to inspection. 2. Special care will need to be exercised in creating the drainage pattern on the sides of the property to ensure that run off is not directed onto the neighboring properties. 3. Proposed well Location should be depicted Adam From:Christine Mattson Sent: Monday, February 13, 2017 12:53 PM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Cc: Melanie Curtis<MCurtis@ci.orono.mn.us> Subject:2335 Oliver Hill/#2017-00108 We received a building permit application for a new single family home. Please review and provide comments. 1 • Christine Mattson From: Adam Edwards Sent: Monday, February 13, 2017 2:51 PM To: Christine Mattson; Roger Peitso Cc: Melanie Curtis Subject: RE: 2335 Oliver Hill/#2017-00108 Chris, I've reviewed the subject Grading plan and offer the following comments. 1. The Certificate of Survey should be revised to indicate perimeter erosion control measures(silt fence, bio logs, etc.) down gradient from proposed work. Temporary construction entrance should be constructed. Measures must be installed by the Contractor and inspected by the City prior to any work.Contractor must provide a minimum 24 hour notice prior to inspection. 2. Special care will need to be exercised in creating the drainage pattern on the sides of the property to ensure that run off is not directed onto the neighboring properties. 3. Proposed well Location should be depicted Adam From:Christine Mattson Sent: Monday, February 13, 2017 12:53 PM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Cc: Melanie Curtis<MCurtis@ci.orono.mn.us> Subject:2335 Oliver Hill/#2017-00108 We received a building permit application for a new single family home. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 155356(physical address) PO Box 66 I Crystal Bay I MN 155323-0066(mailing address) V 952.249.4620 I A 952.249.4616 12Icmattson@ci.orono.mn.us I "\ www.ci.orono.mn.us Office Hours: Monday-Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 20,2017 1 • 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 2-2-2-60 j)i(XICI iv41, Address La k eAM(c Nt/i✓ S 5-c-72-7�l /52.- `/6-I- 400E City State Zip Phone I understand my rights as stated above. Signature Packet Last Updated: August 2015 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. El Completed Application 0V- 1-5 C Cr 0 Plan Review Fee Paid 4 C\‘' 4,7, -.." & '1g)e G t ve, `` Okk XSigned Escrow Agreement & Escrow Payment 0, RA AS Building Plans (to scale) x2 a(_ Ea Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 os_i, 1411 Hardcover Calculations (if applicable) i✓ -, I am aware that Orono will not issue a building permit without a US 6, a copy of MCWD permits (or documentation from the MCWD stating . 1 b the proposed project does not trigger their permitting ej requirements). I will contact the MCWD at 952-471-0590 .* r- \) regarding this project. Signed by: _(.-,/ —. _ moi' 4-7--- --_ Address: ,).1 3 3 5 0 (I ver 1401 Permit #: '2, p ` '—j ` 001 0 K Last Updated: January 2016 City of Orono v-1514 Hardcover Calculation Worksheet Property Address: 515; ��ter . `'iktsBo'-s 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 square footage separately for each portion. Key to al Hardcover Item (Describe) Length x Width S quare Feet) ( q (Example) (Garage) (24'x 30') (720 S.F.) A x,231 S.F. B //v✓Se ZZ 3i S.F. C . p 2iV 4 77y S.F. E /S S.F. F P �0 /t� S.F. boy S.F. G 4 i vQe.:✓ pvt i H //3 S.F. S.F. S.F. J K S.F. L S.F. S.F. M N S.F. S.F. 0 P S.F. Q S.F. S.F. R S S.F. S.F. T U S.F. S.F. V S.F. W X S.F. S.F. Y Z S.F. _ S.F. (1) Total Proposed Hardcover 3 SL/ S.F. Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover — — G S.F. (3) Net Proposed Hardcover [Subtract line(2)from line(1)] L 3� / S.F. (4) Total Lot Area /74g6/ S.F. Proposed Hardcover Percentage [(3)+(4)] / 13 % j3 -- --- ---- 2- 35 SingifuNd Coutecip Packet Last Updated: January 2016 This is an information packet regarding Hardcover. Every effort has been made to 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 prevail. Page 17 CYCLif City of Orono Hardcover Calculation Worksheet Property Address: 35 - A /V- "-f'tFSHoo- 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 square footage separately for each portion. Key to Toal Hardcover Item (Describe) Length x Width S quare Feet) ( q (Example) _AGarage) (24'x 30') (720 S.F.) A S.F.Z,Z3/ B /yv✓57-7 ZZ 31 S.F. C . p i I14W,4 774 S.F. O 514:14,-4, /57 S.F. F per" !Yp S.F. /oy S.F. G _i✓svoe,,✓ /13 S.F. H S.F. I S.F. S.F. K S.F. L S.F. M S.F. N S.F. 0 S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. ✓ S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Proposed Hardcover Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover d S.F. (3) Net Proposed Hardcover [Subtract line(2)from line(1)] 3,5-4/ S.F. (4) Total Lot Area r61 S.F. Proposed Hardcover Percentage [(3)+(4)] /y y3 % Packet Last Updated: January 2016 This is an information packet regarding Hardcover. Every effort has been made to 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 prevail. Page 17 1OIo CITY OF ORONO Street Address: Mailing Address: Telephone(952)249-4600 Gti2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 lq ilk F Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us kESHO� February 16,2017 Steve Sauber Youngfield Homes d/b/a Country Joe Homes 22260 Dodd Blvd Lakeville, MN 55044 Re: Building Permit Application#2017-00108 2335 Oliver Hill On February 7, 2017 the City received a building permit application for a new single family home. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. A survey was submitted,but it does not include some of the City's survey requirements(copy attached). Our engineer has reviewed the survey and has the following comments: a. Show perimeter erosion control measures (silt fence, bio logs, etc.) down gradient from proposed work. Temporary construction entrance should be constructed. Measures must be installed by the Contractor and inspected by the City prior to any work. Contractor must provide a minimum 24 hour notice prior to inspection. b. Special care will need to be exercised in creating the drainage pattern on the sides of the property to ensure that run off is not directed onto the neighboring properties. c. Proposed well location should be depicted. d. The top of foundation elevation is shown on the survey. Please have the surveyor show the point or spot on the perimeter of the foundation 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. After the above comments have been addressed, please provide two copies of an updated, full-size certificate of survey for our review. 2. Structural Plans. Only one set of structural plans were submitted. Please provide us with one more full-size set of structural plans. 3. Landscape Plan. Prior to the issuance of the building permit a landscape plan must be submitted showing all the proposed exterior/landscaping improvements, i.e. patios,grading,sidewalks, retaining walls, etc. The plan should include the name of the individual performing the work. Any proposed patios, grading, sidewalks, retaining walls shown on the landscape plan should also be reflected on the survey. For your reference, we have included a copy of the landscape plan associated with the development. Please be aware that separate permits are required for sewer and water connections. Feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO Cli"14#1ititall*fi ristine Mattson Planning Assistant c Steve Sauber,via email Greg&Jennie D'Alessandro Bohlen Surveying&Associates Roger Peitso, Building Official enclosures Christine Mattson From: Christine Mattson Sent: Thursday, February 16, 2017 1:57 PM To: 'ssauber@countryjoehomes.com' Cc: 'tomeara@bohlensurveying.com'; Roger Peitso Subject: 2335 Oliver Hill/#2017-00108 Attachments: letter.pdf; dev landscape plan.pdf; Survey Requirements -August 2015.pdf Steve, Attached is a copy of the letter and enclosures being mailed today. Please don't hesitate to contact us if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono I MN 155356(physical address) PO Box 66 I Crystal Bay I MN 155323-0066(mailing address) V 952.249.4620 18 952.249.4616 Ecmattson@ci.orono.mn.us I " www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 20,2017 1 Furnace Size Calculation Worksheet 2335 :�Ih.tC I / 1 SITE ADDRESS DATE • HEATING CONTRACTOR Rfkiv ► U3 e �"}@ye, - PHONE f GENERAL CONTRACTOR OR OWNER PHONE. CALCULATIONS PREPARED BY PHONE The design information below must be determined from the building plans/specifications. wrult 1. Sq.1eet of exposed wall area above grade 329D "U" ►0 5 x 88 degrees 0-‘416 2. ..Sq.feet of exposed window area 49 I x"U" 4.3 t x 88 degrees 3. Sq.feet of exposed door area :,x "tP' b a3 x 88 degrees 2 Sc) 4. Sq.feet of ceiling,areal_kaa x"U" i O Um 88 degrees t? a7 5. Sq.feet of basement floorarea (3to t x 2 13TU l•1/square feet p i a 6. Sq.feet of basement wall area below grades y eex 3 BTUH/square feet k 4 LSA 7. Lin.feet of infiltration for windows 5(a x(0.34)x(1.085)x 88 degrees 1�Q 8. Sq.feet of infiltration for doors 25t x(0.5)x (1.085)x 88 degrees • 1 l 4 9. Sq,feet of infiltration for sliding glass doors(04- x(0.5)x(1.085)x 88 degrees 3 , 0 SS 10. Allowance for kitchen and bath fans: # I kitchen fans @ 600 BTUH each l9 Q 0 • # 4 bath fans j 200 WITH eaeli t� U. Allowance for fireplaces; #a A 1,300 BTUH each $4(s)(,0 12. Mechanical Ventilation; Exhaust CFM q 0 x(1.085)x 88 Degrees g 5� 13. Total BTUH loss for all above items—minimum required furnace nutnut , 3 aEa 4 14. Maximum allowed fltrnaee output* is Line 13 x 1.46 l b eC i 5 t 13 *Furnace output may be oversized to include a safety factor and pick-up loads but may not exceed tlblo Applicant Signature • • • • VENTILATION REQUIREMENTS • TABLE R403.5.2 NUMBER OF BEDROOMS • - _ _ __ .. _ _ .. - _1. I _. _ 2 _. . - - 3 - - 4 - - -- 5— - I- - - 62 - • . Total/ Total/ Total/ Total/ Total/ Total/ Conditioned space.(in sq. ft.) Continuous Continuous Continuous Continuous Continuous Continuous • 1000-1500 60/4075/40 90/45 105/53 120/60 135/68 1501-2000 70/40 1 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 I 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 I 120/60 135/68 150/75 165/83 0.110/90 195/98 4501-5000 130-65 145/73 160/80 175/88 190)5 205/103 5001-5500 I . 140/70 155/78 170/85 185/93 200/100 215/108 5501-60002 I 150/75 165/83 180/90 195/98 210/105 I 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000 sq.fi.or there are more than 6 bedrooms,use Equation R403.5.2 • R403.5.2 Total Ventilation rate. The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average for each 1-hour period in accordance with Table R403.5.2, or Equation 403.5.2, based an the number of bedrooms and square footage of conditioned space,including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3,the following applies: a. Equation R403.5.2 Total ventilation rate: . Total ventilation rate (cfm)=(0.02 x square feet of conditioned space)r(15 x(number of bedrooms=1)) b. Equation R403.5.2.1 Continuous ventilation rate:Continuous ventilation rate (cfm)=Total ventlation rate/2 Amount Total Amount*Continuous b - Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances In Dwelling Units • ' I MULTIPLE APPLIANCES THA- ONE OR MULTIPLE FAN- ONE ATMOSPHERICALLY ARE ATMOSPHERICALLY ' • ONE OR MULTIPLE POWER VENT ASSISTED APPLIANCES AND VENTED GAS OR OIL VENTED GAS OR OIL OR DIRECT VENT APPLIANCES OR POWER VENT OR DIRECT APPUANE OR ONE APPLIANCES OR SOLID FUEL • NO COMBUSTION APPUANCESA VENT APPLIANCEse SCUD FUELAPPLIANCEc APPLIANCES() 1.Use the Appropriate Column to Estimate House Infiltration a)pressure factor (cfm/s') • I 0.15 I 0.09 I 0.06 I 0.03 b)conditioned floor 1u1 / _ • area(sf) .�T• 4 ' LO . . (including unfinished basements) • •Estimated House • v.- infiltration(cfm) - � `�Y ;P` [1a x 1b) v . ° . xhaust Capacity 1 d•a)•olothes dryer I• 135 I 135 I 135 135 ii bt 0I I.)•3O%of largest '.;....• •eXhaUSt rating(�i m): . 1"-k '(not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) j.c)80%of next larges�chaust rating -- I I j.- g 1cfm) I notapp)fc?hle • ;.(not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) . 1 Intel Exhaust Capacity . • (2e+2b-2c) 3.Makeup Air Requirement al Total Exhausti • .CapacitypCapacitytyiy tfrom above) bj Estimated House i• Infiltration(from i: ' J•, above) I'M • akeup Air • •r'.-Quaiity(cfm): 11-7,—(3a-3b) j`-(rvalue is•negative,no makeup air is needed %'For Makeup Air Opening Sizing,refer to Table 501.4.2: • U . -:.Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or If there are no combustion appliances, . )3.LEisethis column if there is one fan-assisted appliance per venting system.Other than atmospherically vented appliances may also be included. C..Use this column if there is one atmospherically vented(otherthan fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. 3..AJse this column If there are multiple atmospherically vented gas or oil appliances using a commonvent or if there are atmospherically r• ,vented gas or oil appliances and solid fuel appliances. • i'' I. l'..' • • b (z) ,teR. • • TABLE 304.1 COMBUSTION AIR REQUIREMENTS FOR GAS-FIRED APPLIANCES WHEN THE COMBINED INPUT IS UP TO AND INCLUDING 400,000 Btu/lir • TOTAL INPUT OF APPLIANCESa, REQUIRED FREE AREA OF AIR-SUPPLY ACCEPTABLE APPROXIMATE ROUND DUCT THOUSANDS OF Btu/hr OPENING OR DUCT,SQUARE INCHES EQUIVALENT DIAMETER2, • (kW) (sq mm) INCH(mm) • 25 (8) • 7(4,500) 3(75) 50(15) 7(4,500) 3 (75) 75(23) • • • . :� .11(7,000) 4(100) 100 (30) • :1'4(5,000) 4(100) • . . 125 (37) 18(12,000) 5(125) 150 (45) 22(14,000) 5(125) 175 (53) 25(16,000) 6(150) 200(60) 29 (19,000) 6(150) 225 (68) 32(21,000) 6(150) 250(75) 36(23,000) 7(175) 275 (83) 40(26,000) 7(175) ' 300 (90) 43 (28,000) • 7(175) r= 325(98) 47 (30,000) 8(200) 350(105) 50(32,000) 8(200) 375(113) 54(35,000) 8(200) • L. 400(120) 58(37,000) 9(225) I. For total inputs falling between listed capacities, use next largest listed input. • : . If flexibleduct is used, increasi the duct diameter by one inch.* Flexible duct Shall be stretched with minimal sags. • • BTU Amount for Non-direct vent appliances • 8:k. re c t fioor vtext -� • Elec_ c_ et-kev' \tveekie • • • • • . New Construction Energy Code Compliance Certificate Per NI 101.8 Building Certificate.A building certificate shall be posted in a permanently visible location inside Date Certificate Posted the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8. 4/5/17 Mailing Address of the Dwelling or Dwelling Unit City DOVER II 2335 Oliver Hill Orono Name of Residential Contractor MN License Number Youngfield Homes BC627670 THERMAL ENVELOPE RADON SYSTEM Type:Check All That Apply X Passive(No Fan) o i 0 y n = H 4 Active(With fan and monometer or a, a other system monitoring device) o '0 0 P. L ! 4 * iIi Insulation Location , Z 2 A u g' _, w o " .= 0 t t § p u .v_" b F0- C Z w w u. w0 2 r�G w Other Please Describe Here Below Entire Slab X Foundation Wall R-15 X 2"&3"POLYURETHANE Perimeter of Slab on Grade X Rim Joist(Foundation) R-20 X BASF 178 Rim Joist(l81 Floor+) R-20 X BASF 178 I Wall R-21 X GUARDIAN FIBERGLASS Ceiling,flat R-49 X GUARDIAN FIBERGLASS Ceiling,vaulted R-49 X GUARDIAN FIBERGLASS Bay Windows or cantilevered areas X Bonus room over garage R-30 X BASF 178 Describe other insulated areas All windows&doors-non expanding window foam- HILTI FOAM Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces . Average U-Factor(excludes skylights and one door)U: 0.29 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.28 X R-8 AT ATTIC AND GARAGE MECHANICAL SYSTEMS 1 Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code Fuel Type Natural _ELECTRIC R-410A Passive Manufacturer Bryant RHEEM Bryant Powered Interlocked with exhaust device. Model 912SB48080S17 MARATHON BA13NA042 Describe: Input in 80,000 Capacity in 50 Output in 3.5 Other,describe: Rating or Size BTUS: Gallons: Tons: Heat Loss: 61,232 Heat 31,324 Location of duct or system: Structure's Calculated Gain: AFUE or 92% SEER: 13 HSPF% Calculated 37,886 Efficiency cooling load: Cfm's "round duct OR Mechanical Ventilation System i "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): X Not required per mech.code Select Type Passive , Heat Recover Ventilator(HRV) Capacity in cfms: Low: High: Other,describe: X Energy Recover Ventilator(ERV)Capacity in cfms: Low: 40%=124 High: 70%=217 Location of duct or system: ' Continuous exhausting fan(s)rated capacity in cfms: furnace room Location of fan(s),describe: I Cfm's Capacity continuous ventilation rate in cfms: _95 "round duct OR FLEX Total ventilation(intermittent+continuous)rate in cfms: 190 "metal duct Created by BAM version 052009 3 DATE TIME N./ CITY OF ORONO CALLED IN 3-Z' -11 %a',- ` INSPECTION NOTICE SCHEDULED 4-5- Il 3'00 fp re) PERMIT NO.2.0 I i -GO)OPS COMPLETED ADDRESS 1335 Olivtr Vki t OWNER TELEPHONE NO. Loi2'(o'T0 —1110 CONTRACTOR Dretb C� DESCRIPTION Nei 4°v `e-- t Lu ,$FOOTING ❑ PLUMBING FINAL 0 EXCAV/GRADING/FILLING 4. Q 0 POURED WALL 0 MECHANICAL RI 0 LAKESHORE/WETLANDS h 0 FRAMING 0 MECHANICAL FINAL 0 TREE REMOVAL Z 0 INSULATION 0 WOOD BURNER/FIREPLACE 0 SITE INSPECTION Q 0 RADON SLAB 0 WATER HOOK-UP 0 PROGRESS Is 0 FINAL 0 SEWER HOOK-UP 0 COMPLAINT J 0 DEMO-SITE 0 SEPTIC MAINT. 0 FOLLOW-UP Lai 0 DEMO-FINAL 0 SEPTIC INSTALL 0 HARD COVER REMOVAL J 0 PLUMBING RI ❑ SEPTIC FINAL 0 FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: C; W Q. CC0 •G/—/J'GY - ILS C���cc /�cG6�Ow O `` cc ® t4t5 L.pp:P� oW cc c C cc- C41..1G#1' W e it Q ire-sc-.C..Q�_ 1.,)Q_.-%.___ •ei� W Z W C; J W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE C: 0 CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY C3"(CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. / .... 4- a Copyllnspector's File Canary Copy/Site Notice TIME CITY OF ORONO CALLED IN /___I DAT�7 INSPECTION NOTICE SCHEDULED Si/F-- ��,`o, /1 07.)l PERMIT NO. /7' / X COL ED — /,' !/7) ADDRESS ,, C J Uwe( ' /' / , OWNERLEPHONE NO. < 2, - F4, b'-2.p SO CONTRACTOR 61,14/4. 4,4 i , '41(1 DESCRIPTION .--)tke - amu_ - L FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL t ❑ OURED WALL ❑ PLUMBING RI 0 EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL .1 ❑ DEMO-SITE 0 SEPTIC INSTALL 2• OWNER/CONTRACTOR TO MEET YOU:_YES_NO Co tel COMMENTS: cc ku a. -- SGt&c kS- /oar 5u/c,c-7 5 56iikr,S ec CC cor14A-5 — f e r ,/l o f -r , t re . It / T5<a 5 o:G � n�k, ,E_ W °C (,t)ae✓ -cram. For Kis e/for i i — i'' 't -erIC e -4'-e.t.c,(e%" a•1 e4,�6., r I",„fs o•` WZO rrec OK */ory. - _ re wrier CC kil t.q't4 �✓a5to-.. t"a� �aG //o c4L� o 63.15- -- LA, 3.eggW ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE IX �Cd)RRECT WORK&PROCEED El ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.I BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnedContractor on site: Inspector. 9 ( p - White Copyllnspectot's File Canary Copy/Site Notice Sq-- ( -1I ' TE TIME CITY OF ORONO CALLED IN -/ INSPECTION N T CCE . nA� HEDULED x-20 7 //-, PERMIT NO. / �/ Co P,LEFED ADDRESS 33 O//ver OWNER A JTELEPH NE NO.b/2-z5 /- 2i92 CONTRACTOR '0014 DESCRIPTION LALCJZP OL 4jette---- LUU 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI 0 EXCAV/GRADING/FILLING C 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS I, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP Z ❑ AS BUILT-SURVEY 13SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_'YES NO 11o�� 9 COMMENTS:-gyp rill � Gi On 1r9S l -A 1/ VAie-IL /)r/ 2- Slee'/ /n/0/aC.e c -A//l wa f ls, On.m/0/�9 c/ l - W ,/ e- 3 r.n0-P.+-.od 4y /7an�t-s' cc 4- ^OA.- t, /W o C'r--/ CG/1"17lat Q W M W CC 2 XWORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE Ct W CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY CI ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. CaN for the next inspection 24 hours In advance. (952) 249-4600 OwnerlContractor on site: Inspector: /29a e- White Copylhapactor's File Canary Copy/Sita Nodes / cct - �'' "7 DATE TIME CITY OF ORONO L%' CALLED IN INSPECTION NOTICEca �/� SCHEDULE 2D PERMIT NO. � �}7 — MI COMPLETED ADDRESS 2 EH C_- I I � (2____ 1 _1,01 OWNER TELEPH NE NO. Le 12- 3LICOCD -9 9 l5 CONTRACTOR (--1 11 P E V EDESCRIPTION Se-- '---j"e-A.__, C1c2--y—) vl W 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION 5 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS rt)49--jI, ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT �la J Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP (i W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 EPTIC INSTALL ,� �, Z• OWNERICONTRACTOR TO MEET YOU: YES_NO R COMMENTS: 15 ( ie -er . -&-‘771/c.6___ la. i t( Svc_ sc/> 6/G , - Ie0 it e-- /U irw ec 0 5/4 Alf? 4 5 - — /5 ,1„n v.,4r- gtW CC Q W W CC ri‘WORK SATISFACTORY:PROCEED ).PROJECT COMPLETE W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY Q 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. XPHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CRATKNd ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. CAN for the next Inspectlpn 4 hours in thane. (952) 249-4600 OwneriContnictor on site: �i � 7-4/ . e ��7 1( Inspector.______x_eiittr- Whits Copyfnspectors FIN Canary Copy/Site Nadia 6 1 V DATE TIME CITY OF ORONO CALLED IN r _ INSPECTION„[I9 j SCHEDULED I( PERMIT NO.,'T) (1/�Jl (V�-' -�COMPLETED ADDRESS 2 Pb c o.i 4 (( OWNER TELEPHONE�y2. 3�3 CONTRACTOR Ccu �� - 'v � E DESCRIPTION .C- 1X r D0-1cI'1 tit 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL QC� VjD WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING ATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z 0 RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 4Z. ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT ""IS 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OMINER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: a. rd andoto, '- rdQ-c'11 I/Wc�• -4- G��^�.I%-- �'/e Lci I/ 716 r'' o 6 cc0 L.Q We7 Fa-6V / 54, y ---oiG -a 5-----17 Ct IN RCt K SATISFACTORY:PROCEED ❑PROJECT COMPLETE 4a ❑CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN 0 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 OwnedContra t Site: Inspector: I A✓—1(.--------' llnspeetor's File Canary Copy/Site Notice tiill )(23---- DATE TIME V. CITY OF ORONO CALLED IN INSPECTION NOTICESCHEDULED ? f-7 / - ,30 PERMIT NO. Q � � r7"� � COMPLETED ADDRESS 2- S O l 1 YES- 144/ft OWNER TELEP ONE NO. - 12- Zj -.927 CONTRACTOR rte, _I a _ 4.41 • • - DESCRIPTION 1' 14A• Il k -"" , ' 1,..a LA, ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL 5E ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL O ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q FRAMING 0 MECHANICAL FINAL 0 RATED WALLS ✓✓❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP mj ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ S TIC INSTALL Z OWNER/CONTRACTOR TO ME • YES_NO P COMMENTS: E`e-G 4T- -6 -17-17 ccW Q CC rrli s 4 rek f is - OK o - Frw► . - pz✓ 14.E u. - 16.E • Lai Ct �� - 014 2g--- c°o� ��G rk, G . L. -tits -1/oolG 7 W Z L-Z . t le - t / �Nr-'l-lc — W CC 2) 2 RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W IDCORRECT WORK&PROCEED ElISSUE CERTIFICATE OF OCCUPANCY 0 C7CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. CI PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR III CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. /ii"-- White Copyllnspector's File Canary Copy/Site Notice G ....... _ e_J-- DATE (6,11 41 TIME CITY OF ORONO CALLED IN /y YYY�i� Iq�l INSPECTION N T Q eSCHEDULED T�i`� I •` v 6 PERMIT NO.di C MPLETEE�D f_j4_71..____ ADDRESS 61,3725 )/ ( Y OWNER _ TE HONE NO. "11'5.-20- 2 .17 CONTRACTOR( ' t 4'��014! i DESCRIPTION ' 971! S V',16U' t C W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL 5 ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL O Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION i0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS gNSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 0 SEPTIC INSTALL S. OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: C.1- L- -4 /71. G . • tx im - et �s " C /Uscei Ger/ er4 -F�.� � X211/5– 1 6 .04 G• v/4./ v 6 0 tc o - /ex..)etr. /-c (i f r, v.";) — .5.,'''14-y I'ina.w — Q a/( &de,'<s- cQ�c,ce. e' res s-4 e.4.6earl iL.J/ a -/O ark ex-6-cY 'a►✓ — �g— z - 4t�«�- F/�,r c•e%-� 46UU� r�� ccO W / S S cc be- el e.- 4 44l0.---14 ./.--r 5-4.Z-, in< _�{ kw"e_- W ~�RKKSATISFACTORY: v e'r ❑ PROJECT COMPLETE �' ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. 9 /� le- - White Copyllnspector's Flle Canary Copy/Site Notice (nDATE _ TIME �\ CITY OF ORONO CALLED IN — " // INSPECTION NOTICE _�`� SCHEDULED 7 J-7 I PERMIT NO. C / ° COMPLETED ADDRESS ���� `/ OWNER - LEPHONE NO.��'�- `i V V4 CONTRACTOR ' A 7 )A-e // ) i DESCRIPTION W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL • ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP • ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL • OWNER/CONTRACTOR TO MEET YOU:_YES_NO cc., COMMENTS: cc CC A y/� 0 CC W 2 Q W W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY CI ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY .I BEFORE COHERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR El CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OvmedContractor on site: Inspector_ White Copy/inspector's File Canary CopyIShe Notice 67/3 ATETIME CITY OF ORONO CALLED IN /' INSPECTION NOTICE C _/�,,,/D(/ SCHEDULED — PERMIT NO. (f(/ /r6)l COMPLETED ,, // ADDRESS a3-5s C/1 ver i1 l r OWNERTELEP ONE NO. r 6 CONTRACTOR 00-74)14-01---v-� �kl-6 E DESCRIPTION hit//1 W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING C ID FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING ❑ MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL Z• OWNERICONfTRACTOR TO MEET YOU:_YES_NO vii COMMENTS: ixik ct C G,feilfa 7c11 j OK k Ne.el l'- OK 11. 7-1 C111)I, .--- (90W 2 &)KIc( 40 (0c/ ?1A W OC W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE W 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY CI ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next Inspection 24 hours in advance. (952) 249-4600 OwnedContraetbr on site: ..� Inspector. C el r White Copy/Inspector.File Canary Copy/Mte Notice C- TIME CITY OF ORONO CALLED IN 7 INSPECTION NQTIC SCHEDULED `1 7 /" w PERMIT NO.�_ DJ X a coETED ADDRESS I 0//v r _ OWNER ELEP NE NO. _ — � CONTRACTOR ) /1-W DESCRIPTION (-6 4/414.1 E• 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q El FINAL 0 WATER HOOK-UP 0 FOLLOW-UP w ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: fid tit i n S pa-441' cid. o -f/o h7 col firv, 4. le, STo t h '1 t v >.� Ct 0 LA. w CC CC W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE CC0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY '151,CORRECT WORK,CALL FOR REINSPECTION TEMPORARY .1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 0 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: J� Inspector. White Copyflnspector's File Canary Copy/Slte Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE pSCHEDULED I0�I 7 PERMIT NO. 2Ot o�l - 0010 COMPLETED ADDRESS - NM,// H i OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION r e l TSU( &1 8i_V l� (� Lu 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING ✓ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL 11,2 Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q ❑ FRAMING 0 MECHANICAL FINAL 0 RATED WALLS F=. ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL IDWATER HOOK-UP 0 FOLLOW-UP - ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL Z• OWNERlCONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: cc 14.1 % S• o or V F y r elk/2 c t7 'S C�'udli/1 e 1111 em14 a1,` fi®af cc 14. cc 7lr�11-P 445 :6. Pt •"/02 /%s/5td tu'ii Lu0 WORK SATISFACTORY:PROCEED COMPLETE WCC 0 CORRECT WORK&PROCEED 7(1:4F,IOJECT ISSUE CERTIFICATE OF OCCUPANCY 0 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN CI CI 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 OwnerlContra- on site: Inspector. ' _ i.,•l - ' White Copyfnspector's File Canary CopylSite Notice SCOPE DESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE. ,1 CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT,STANDARD INDUSTRY PRACTICE,AND THE CODE. Youngfleld Homes,Inc. TES I. 1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY.REFER TO CONSTRUCTION DOCUMENTS FOR MORE INFORMATION. 22260 Dodd Boulevard 2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O.WHICH CI' MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-SF88 CS-SFB. PROVIDE CONNECTIONS w1 Lakeville,MN 55044 A.2x8 STUDS SPACED @ 16"O.C. SHOWN FOR BRACED WALL O- B.MIN.WALL SHEATHING:)4•FIBERBOARD SHEATHING w/1)5"GALVANIZED ROOF NAILS OR ed NAILS OR 1)4"16 . PANELS ALONG.INDICATED . Y-e X GAUGE STAPLES @ 3'O.0 AT PANEL EDGES AND 6"O.C.AT INTERMEDIATE SUPPORTS. • * --. PORTION OE WALL • - -. _. 3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O. , A.2x4 OR 2x6 STUDS SPACED @ 18'O.C. • .. • c� Revision Dale Description B.WALL SHEATHING:)4-MIN.GYPSUM SHEATHING FASTENED TO FRAMING w/54 COOLER NAILS @ 8"O.C.MAX.OR C V`n ,4"'"/ N' W i TYPE SW WALLBOARD SCREWS @ 16'O.C.MAX.(95"MINIMUM STUD PENETRATION) 4.ALL FLOORS ARE TO BE IN CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. 1 I ,,,,,,,,,9O J A.FLOOR FRAMING SPACED ATA MAXIMUM OF 24"O.C. ; B., ,W- �. i L m a B.FLOOR SHEATHING:)4`STRUCTURAL PANEL SHEATHING w/8d NAILS @ 6'O.0 AT PANEL EDGES AND 12'O.C.AT r Ty.`l. ': \.1.1 INTERMEDIATE SUPPORTS. - >I' _ T 5.ALL ROOFS ARE TO BE IN CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. BRACED (4.2?-Fn .A,..-....IN, {--- - a,-r; '(8.25-FT) S A.ROOF FRAMING SPACED AT A MAXIMUM OF24"O.C. WALL I.INI: """""'"' `n5 I a INTERMEDIATE SUPPORTS OR l 16 GAUGE STAPLES @ 3"/V SPACING. 34 � f � fa 4 f o- LAP ZONE.AT CORNERS AND INTERSECTIONS.LAP PLATES AND PROVIDE 2 10d FACE NAILS. + £ .."-. , ;s ti B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON 142.5 CLIPS OR EQUIVALENT AND(3)ed TOENAILS. :., C.ROOF SHEATHING:Yz'STRUCTURAL PANEL SHEATHING w/84 NAILS @ 6"O.0 AT PANEL EDGES AND 12'O.C.AT $x 4 b 6.ALONG LENGTH OF WALLS,LAP WALL TOP PLATES A MINIMUM OF 24'AND FASTEN TOGETHER WITH(8)160 NAILS IN `• R ��& 1 y I ;. ¢g« m; () ice'-1 ` v ' t I 'F ,....- .. I :.. WRN 7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1). •�? I 0. ._ o: .o �BRACLEIND� 'ta .xk-S Sa WTEI11A D LOADS ..' BRAC r x .•.,.... ____E_ prii, ,tr p 7 I _ eo, i WALL �` t7 Y WALL STUDS(10'OR LESS): SPF STUD GRADE OR BETTER ROOF SNOW LOAD: 35 PSF g e e f .a MYAi-E L f. I_ _ ry� ,_ PLANS SHOWN LIGHT IN BACKGROUND ARETES FOR WALL STUDS(OVER 103: SPF NO2 GRADE OR BETTER ROOF DEAD LOAD: 15 PSF >` 51" - - I i LOCATION REFERENCE ONLY.PIAN NOTES AND DIMENSIONAL LUMBER: SPF NO2 GRADE OR BETTER FLOOR LIVE LOAD: 40 PSF _ "-- 'TA,.,,. + ..moi.. ..: c a, :� S ate:",-....%).„,"34 -1 I 1 '1L Fi ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY TREATED LUMBER: SVP NO2 GRADE OR BETTER FLOOR DEAD LOAD: 15 PSF %fe MIN.PLV WOOD/OSB EXTERIOR I' ::Y'j, e� -d I SUPPORT THE HANSON GROUPS DESIGN. SHEATHING FASTENED TO STUDS wk T ei 1'31, T z LSL: 1 'WIDTH-1.55E OR BETTER WIND LOAD: 90 MPH EXP.B " r5 ' LEL: 1)6 WIDTH-1.9E OR BETTER Bd NAILS@ 6"O.C.AT PANEL EDGES ) N . g [� - • MIE 8 @ 12"O.C.AT INTERIOR SUPPORTS %f 1 n.' c a` } ""' .6 F I r r 2015 MINNESOTA RESIDENTIAL CODE sa991 .-F F 'qy+"W,€ M r, ID a• I "r ' +.:." Y i R _ l -i-..,°,.'--- l . _..._.. I _ ... __ ° 15 m I �+ �'" if-" f I i�F ,µ.. 1 I •obi r ; 1 (` p 5 3,C G t4 Y1 "k G /ie MIN.PLYVyOOD/OSB EXTERX)R 4 7Yr? 1 A (I i' (10•F�7,k.,... 1 SHEATHING FASTENED TO STUDS w/ a - T z (MIN.LENGTH) r "- ad NAILS @ 6.O.C.AT PANEL EDGES .. - -L -- d ®-INDICATES EXTERIOR BRACED WALL PANEL w/SHEATHING ON EXTERIOR } 'L1F1E + "- - Y tib, _ 8 @ 12'O.C.AT INTERIOR SUPPORTS eI a '� _ J 'j FACE IN ACCORDANCE w/NOTE 2.PROVIDE INCREASED FASTENING FLAT 2x6 @ 24.0.C. 5 f •e .....w.•,, -„- " s, PROVIDE CONNECTIONS - f �- J 5 F K 4 z (MIN.(3)PER BRACED ---` - ; +. SHOWN FOR BRACED WALL 5 ° �s REQUIREMENTS AS SHOWN BELOW. ) - •) _ 14 - WALL PANEL) 1 "'" .•.. a 1' PANELS ALONG INDICATED �. i_ f �+.,�. (MIN.LENGTH) 4 PORTION OF WALL -.1} j V .._V ®-INDICATES INTERIOR BRACED WALL PANEL w/GYPSUM SHEATHING BOTH ROOF -'- YI P1jOVID s.Q)1lNECTII NS } .. 4_'i<'ti ,� ¢ Y r am FACES WITH EITHER FASTENER OPTION LISTED IN NOTE 3,SPACED AT 4" SHOyy KBSA E WAL, "7:4'4) _. CONSTRUCT - 1y, 1 ' O.C.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN rl . ,„ S1 PAJNEL"S"1fL'ON TEGPORTAL FRAME AS 7" " BELOW. ♦SII t' ^*- I L -" PORTION OF WALL SHOWN IN 351 X F• 3 1 0.131'0 c 5 f I f-INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE ., BRACEp r �" .-VST a () •' SIMPS A35 .v- «...a re CONSTRUCT PORTAL WALL L E a (10.FTJ JI x3-NAILS - CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS. I Ti •'F l - L : '.___. f FRAME SHOWN BRACED 'ti:: FRAMING BRACED y -_-_y. 3/S1(VIM) 4. WALL PANEL ANGLE - WALL UNE (4-FT)t (4-FT) - ... °' ROOF TRUSSES EACH END �. LOTS cLpy `, - #'- PROVIDE CONNECTIONS REPRESENTS / . ._tea 1e - - • -_ 3FfOVNN FOR BRACEDWAI_L FIGURE , FASTENED TO PLATES BRACED WALL CONNECTION "'`�" "" - L -- - PANELS ALONG INDICATED R602.10.8.2(3) w/(3)80 TOENAILS 8 (ROOF TRUSSES) -- -- ROOF TRUSSE 1 r WIDTH WEB -. ` PORTA R.F.WALL •SIMPSON C Or � FASTENED TO FRAME 2x4 BOX STIFFENER FDOR ATTACHMENT REFERENCE PLAN `• AROUND SPACE % 2x4 BLOCKING PLATES w/Bd BETWEEN TRUSS w/ BETWEEN TOENAILS@ OF FRAMING ANGLE ® ,y " TRUSSES NAILED 6"O.C. MAIN LEVEL HOUSE PLAN SHOWN FOR SAME SHEATHING / FLOOR LOCATION REFERENCE ONLY AND FASTENING AS TO TOP PLATES w/ JOISTS - s •-"' .< WALL BELOW (3)ad NAILS EACH NAIL BOTTOM _ (OR REPLACE w/ PLATE TO RIM' ._.r_ A'=' ADEOUATE DEPTH NAIL BOTTOM A JOIST/BLOCKING =w PLATETORIW (3)16d NAILS 1410.131'0 SIMPSON REFERENCE PLAN 2x MEMBER) TIM�I EVERY 16' x 3'NAILS 605 412x3)4'WOOD weosrs w/(3)16d NALS FRAMING SCREWS @ 16'O.C. )-_. EVERY 16' BRACED •• ANGLE ® UPPER LEVEL HOUSE PLAN SHOWN INSTALLED IN % NAIL EACH JOIST -NAIL RIM TOP WALL PANEL •••' EACH END ADDITION TO NAILS �� FLAT 2x6 @ 24'O.C. FOR LOCATION REFERENCE ONLY (MAIN/UPPER TO TOP PLATES w/ PLATES w/8d LEVEL ROOF (3)8d TOENAILS TOENAILS @ (MIN.(3)PER BRACED TRUSS BEARING 6'O.C. WALL PANEL) WALLS ONLY) /4-NAIL BOTTOM FLAT 2x6 @ 2V O.C. PLATE TO (MIN.(3)PER BRACED TRUSS BOTTOM LADDER TRUSS WALL PANEL) R12S SI WOOD PLATE/TORIBBON (3)160 NAILS SCREWS @ 16'O.C. _ BRACE/TRUSS w/ EVERY 16" BRACED SIMPSON PROVIDE FASTENING OF ABOVE FRAMING EQUAL TO INSTALLED IN '" (3)16d NAILS WALL PANEL A35 THAT DETAILED FOR BRACED WALL PANELS PROVIDE 236 INFILL WALL ABOVE HEADER AS REQ'D ADDITION TO NAILS M 7I� EVERY 16' FRAMING (MAIN/UPPER NAIL LADDER (4)0.131.0 ANGLE CONTINUOUS LSULVL HEADER TO SUPPORT LARGE HATCH AREA INDICATES Vi(OR THICKER LEVEL ROOF % NAIL EACH TRUSS TRUSS TO TOP x NAILS EACH END VERTICAL LOADS BY SUPPLIER PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR 3• TRUSS BEARING / TO TOP PLATES w/ PLATES WI 80 __ (MIN.3)4^WIDTH 8 MIN.11y"DEPTH READ) SIDE OF STUDS w/STANDARD 6`/12'NAILING WALLS ONLY) (3)ad TOENAILS NAILS @ 6"O.C. = LENGTH OF CONTINUOUS HEADER �e=mill: FLOOR I - EXTERIOR BEARING WALL EXTERIOR NON-BEARING WALL JOISTS r PROVIDE 12.WIDTH WEB --- --- -- - -- --- --- , - - --- - -T ROVIDE TRUSS STIFFENER FOR ATTACHMENT I I ; I I 2x4 BLOCKING BETWEEN DIRECTLY IN LINE OF FRAMING ANGLE TRUSSES NAILED TO TOP I I w/BRACED WALL BRACED WALL CONNECTION PLATES w/(3)8d NAILS EACH PANEL FASTENED ••'""'� "� 1 TO PLATES w/ad (FLOOR JOISTS) r TOENAILS @ 6'O.C. FLOOR I hereby certify that this plan.specification or repoR NAIL BOTTOM PLATE TRUSSES was prepared by me or under my direct supervision TO BLOCKING w/(3) and that I am a du L' 164 NAILS EVERY 16' NAIL BOTTOM PLATE �_��III�`�.^_� / / .1 �:. duly Licensed Professional Engineer TO BLOCKING w/(3) _ 4 NAIL SHFJITHING TO HEADER w/Bd SIMPSON MSTC40 STRAP ON INSIDE FACE 1 L under the laws 01 the Stale of Inn�SOta. PROVIDE FULL DEPTH 164 NAILS EVERY 16' (4)0 131,0 I- /� NAILS @ 3'O.C.EA.WAY NP. OF WALL(PROVIAE SPACER 70 FLUSH ., j Signed: Ali ii ft BLOCKING BETWEEN z3'NAILS :1' w OUT HEADER TO WALL STUD THICKNESS) I �I epf/� • JOISTS NAILED TO / 1' TOP PLATES w/(3)8d PROVIDE JOIST BRACED K FASTEN TOP PLATE TO HEADER w/(2) FASTEN KING STUD TO HEADER w/ �� Pdnt Name: Nick Hanson NAILS EACH .JOISTSDIRECTLY IN LINE WALL PANEL •• SIMPSON w // ROWS l6d SINKER NAILS @ 3'O.C. (2)ROWS 1fid SINKER NAILS @ 3'O.C. j.!�•! ,I w/BRACED WALL LTP4 O - _ SIMPSON HTTS NAIL EACH JOIST TO PANEL FASTENED FLAT 2x6 @ 24.0.C. FRAMING ., ,, I SMALL HATCH AREA INDICATES e-OR !� I HOEDOWN ANCHOR AT Dale: 1-23-17 License Number: 46665 TOP PLATE w/3 ad TO PLATES w/8d (MIN.(3)PER BRACED PLATE 0 LOCATE PANEL JOINT WITHIN 2'-0'FROM THICKER PLYWOOD OR OSB SHEATHINGLOCATIONS SHOWN re TOENAILS TOENAILS @ 6"O.C. WALL PANEL) EACH END •� 4 CENTERLOCIOF WALL HEIGHT HE REQ'D(2x SOLID APPLIED TO EXTERIOR SIDE OF STUDS . 4 I )f"0 x 12"LONG FLAT 2x6 @ 24"O.C. SIMPSON I BLOCKING REQUIRED AT SHFATHNG JOINT) (NAIL SHEATHING AROUND PERIMETER w/ �� SIMPSON TITEN HD (2)ROWS 24 NAILS 3'O.C.STAGGERED B L 1 SCREW-IN ANCHOR NAIL BOTTOM PLATE NAIL BOTTOM PLATE (MIN.(3)PER BRACED LTP4 . 4�, (2)2x6 BEARING STUDS MIN. TO PLATES/BLOCKING @ 3-O.C.) ,/,�' ■r • TO BLOCKING w/(3) TO BLOCKING w/(3) WALL PANEL) FRAMING • led NAILS EVERY 16` (VERIFY w/SUPPLIER IF ADDITIONAL 16d NAILS EVERY 16' PLATE �! _ BEARING STUDS ARE REQUIRED BRACED EACH END j SIMPSON STHD14 EMBEDDED HOEDOWN - - PROVIDE FULL DEPTH WALL PANEL (1)2,6 BEARING STUD 8(1)226 FULL ANCHOR AT LOCATIONS SHOWN CONCRETE 3407 Meer Lane N 'SW BLOCKING BETWEEN PROVIDE TRUSS �' I HEIGHT STUD EACH END OF HEADER (REFER TO 4/S1 FOR ALTERNATIVE OPTIONS) �' • III 5 FOUNDATION Suite TRUSSES NAILED TO DIRECTLY IN LINE 4 D.131'0iiii: BELOW I) I P Daum.MN 55441 .`i/ TOP PLATES w/(318d w/BRACED WALL x 3-NAILS ` �/ (2)-X.0 ANCHOR BOLT(r MIN.EMBED)w/T Tel 612-708-3572 NAILS EACH PANEL FASTENED • '-- - FOUNDATION WALL BELOW 2-z Ile PLATE WASHER 1 A �° - www.heneongroupmn.eom TO PLATES w/ad _- "� ���I ^-- • - (ONE A.B.REQUIRED LOCATION) II NAIL EACH TRUSS TO TOP TOENAILS @ e"O.C. FTRUSRSES ' ,.. • 1' - M t - • ALTERNATE HOEDOWN • PLATE w/(3)8d TOENAILS e e e. I - . e 4 ' . w I - 8 BRACED WALL CONNECTION n e . - . • - ., . ' e - INTERIOR BEARING WALL INTERIOR NON-BEARING WALL (FLOOR TRUSSES) a 2'-1414 t 16'-3't t 7-1D)4"2 1'-7J4`@ SIM T-3-@ SIM 1•- 7)4"@SIM FRAMING DETAIL D'Alessandro Residence ROOF SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO DETAILS SHOWN ABOVE ARE © FRAMING DETAIL ® POST-INSTALLED HOEDOWN OPTION ROOF TRUSSES ABOVE,TO JOISTS/TRUSSES/BLOCKING ABOVE.AND TO ALTERNATIVE CONNECTIONS TO BE ® 2335 Oliver Hill JOISTS/ SBLOCKING BELOW.THESE PANELS ARE NOT NECESSARILY USED WHEN BRACED WALL PANEL GARAGE FRONT PORTAL FRAME Orono,MN REQUIRED TO ALIGN,BUT MAY DEPENDING ON PLAN LAYOUT. DOES NOT ALIGN WITH FRAMING. NOTE INFO APPLIES SYMMETRICALLY ACROSS DETAIL. THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE"MAIN WINDFORCE RESISTING SYSTEM"FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUPS DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS.WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING. Project Number: 7.030 Date: January 23 2017 J• Sheets: 1 of 1 C COPYRIGHT HANSON GROUP,LLC 2017 1 RecovED OIONO-CPPY YOUNGFIELD SERIES 2-2. C of Orono I'1 ALUMINUM Nina&Zoning Plan Review AP4 2 ;j �)U�l LULL) 8'-4" TALL FOUNDATION WALLS 1x6 LP WRAP ) Lco.t7 Site Plan Review Date: FRAMERS - 1/2" BILDRITE SHOULD BE FLUSH WITH CONCRETE 1x3 LP TRIM OH FRONT > CITY OF ORONOO 0 4 & BACK OF COLUMN APPROVED `O FRAMERS - MAKE SURE THERE IS ICE & WATER SHIELD BEHIND PORCH 1x2 ON EACH SIDE / 2'-0' DAPPROVED WITH REVISIONS(see notes) __ �S o & DECK LEDGERS PANEL _ ❑DENIEDLP W Q W/CEDAR RLL -�`- _ stagy 4- ILP dMN BUILDING & I-71.1.15 -�A 3/8" BEAD VULKEM G ENERGY CODE h W c w�al 6x6 TREATED POST 2)8" ALL 4 SIDES ,I71 A a?:* NEW STAIR REQUIREMENTS T LL Li_. r.3 2x6 BLOCKING / 2'-D" / GREGORY & JENNIE D'ALESSANDRO 0 N o a `10' TREATED 2335 OLIVER HILL Z Z N a ►` 1x6 LP TRIM LOT 2, BLOCK 2 D D "" • OLIVER HILL 0°1-1/4 MIN. TREAD 10" 1-1/4" ? W \ \ ORONO, MN 55356 v >MAX. RISE 7-3/4" �� �'I MIN. NOSING 3/4" IL. , 401405401405645.- r NO1E: N MAX. NOSING 1-1/4" V-6" =�, • a GARAGE RIGHT PDS REPA�BMI�TYOlNCf1D�D UNE OF BOX - ) J I -CV Q FULL BASEMENT HOMES,INC., AND IT S 2'-0' / CONCRETE PORCH DRESS ASSIGNS SOLELY OMR mar 111AKREss UNE OF STONE 200 AMP SERVICE HSS AND ISS DPRESS 1 I/ 1 11 1 f! 1 !! S. ACCORDINGLY 2-4 2-4 6-3 2'-41" 2-41 T.O. CONC. . - • • ITYNOOREID WON erg, OREP ICD IN ANY?PERS,aL R D1Rm N�� / ir / \ FLOOR AREA IH ANY PERSON oR EISENT ° LITT INOUE IN EACH NUANCE. VERIFY GRADE TO IHE PRIOR pR SENT DETERMINE DISTANCE FINISHED UNFINISHED T.O. WALL OF STONE COLUMN 0GARAGE - 873 SF YCUNGFIEID7�HOME S INC. SHEETROCK <--LINE OF BELOW TOP OF PORC EL. 107'-8" BASEMENT 92 SF 1,269 SF wN a NC N RWI1CI FIREPLACE 7 FIRST FLOOR 1,361 SF - TO PLANS As IT DEIER►Iu+Es NECESSARY. 'cc' LINE OF FRAMING • SECOND FLOOR 1,694 SF - Na R.dxen Dat. t I� 8" CONC. WALL ,L oEcoierx 20,2016 3 SIDED COVED MANTLE - ..\\— TOTAL 3,147 SF - Q2 JANUARY fa 2017 \ '� &,JANUARY 16,2017 T ii Ala 'fid}STONE, ni AES Ia 2017 0 41" WRAP STONE BACK a1 Q APRIL 2I 2017 -: ra• TO WALL. LINE OF FLATWORK SQUARE FOOTAGE o i.; N o FIREPLACE T.O. FTc. 1 I o _I - 54" TALL BUILT-INS I ° ,� GARAGE SLAB 835 SF J b { . .0 :�N BOTH SIDES i17 a a BASEMENT SLAB 1,237 SF AO*,� l 114 A ..• ., d SIDEWALK 150 SF o 4" STEP-IN ° 4 _ \ -{� _�- BOTH SIDES \ COLUMN #13 — CON CRETE PORCH w 0 0 Ltoox 4'-8411 l'-4i,l, 3'-6" 4if 4'-83" I''-5"11'-4,i, Lu / f !, / DURA-ROCK ALL AREAS THAT RECEIVE <-- 7 WALL LEGEND >o m Q 15-88 STONE / / SET TOP OF RAISED HEAR ® (-"```" I CONCRETE WALLS o 10 (INCLUDING DURA-ROCK '� `- `- "`'""''-' i ;.t'a;,,�„ 2x6 EXTERIOR WALL WITH 1/2" SET FIREPLACE 0 12" ABOVE FL R ®' t '' SHEATHING - INSULATED BELOW THE HEARTH THE STEP-IN'S (.1 h \\\\\\\� 2x6 INTERIOR WALLS ' 1" SHOULD BE APPROX. 4" ON EACH 6.14- ' ( 12x4 INTERIOR WALLS / 2'-6" 11'-0" 2 -104 SIDE. Pi i h® 4• I ( BRICK / BRICK LEDGE $.: r d O ,�o �L Garage FUTURE FINISH m N c 4230 4230 o 1,3i 2 ,•+••+ +;41. .I�y�1 N+•\O•�'\1��'yr*..1•1.1•'`�1��`yLV,•s1\C I. '1•'N+ CI ilifffi. STEP N 03 3in / 00 : RECEWED C '''') APR 2 2017 ww 3'-9i" CITY OF ORONO 0 0 i, IT SPLCiUS BL2b/2 10:12 wQpztN ." HARDIE FRIEZE BD. I..)w A tj,v p 18 THE FRONTT 10:12u— L3SEE RIGHT SIDE ELEVATIO•FOR RAKE END OVERHANG* 1'-0DISTANCE 10-6" O0 6" SPEC TOT AL OF 640rNOTE 4:12 ,/6\ �'_ ,f , HOTHIES, INC.,MENT HAS BEEN 4.5:12 1'-O PREPARED BY YOUNG,IEED WALL PLATE41 / MESS AS9CNSASOOLELY S 0 ElEV.12T 9" /"/ HOMES fANDffS tEUNESHOMES AND ITS EXPRESSASSIGNS. ACCORDINGLY IT MAY NOT BE O111ERIASE HARDIE TRIM FRIEZEII ANY IMOD,�_ DEMERS TD ANY PERSON OR E 11EV HCF WELD IDES,EEES%MOOT,IN EACH INSTANCE. L 10.12 1 E lCCNSENT I YOUNGFlEID HOMES INC. RESERVES E RIGHT TO MAO:TO PUNS AS IT DETERMINES INNOMMI 11 NECESSARY. 2ND FLR. 1 I I I I I Na RabIn Dat* SUBFLOOR4:12 ������ .�ELEV.119'-7-7/8" 8" HARDIE FRIEZE BD. , , DE ✓8EE 20,2016 SPECTUS BL2672 -0" TOP OF PLATE I 9:12 Q3 DECELBER 20.2016 8" ( 8" 'm NIJ 8"46._ - 8" I Q3 JANUARY 16,2017 . ' \ p APRIL 13 2017 — --- -i "-->— © APRIL 24,2017 4, WALL PLATE F,+ r'-0' _ E ELEV.118'-7-1/4. i ! I - WN - - FLOWER BOX FLOWER BOX- 1ST FLRi%` Thr _ !a'2=�; - 1ST FLR SUBFLOOR rasi — a_BT-! ''_ SUBFLOOR ,:\ - ELEV.109'-6-1/8" o 111A-.7' 11117.41111_,-- -- � LEV.109-6-1 8 \,..' -}M I i... 'ECESSED STE' 6111 �'.4. WISE D'0 T.O. MAINS CONC. PORCHPI, filla "'• 1/2" �� FND. WALL 13-0" 21'-0" USE >LLI N W ELEV.108'-4" BRACED WALL O3O3 m 3C C �ArO6G 22'-0" REQUIREMENTS p F 01 I — — — — I — — — I — — — — — -co FASTEN SHEATHING TO HEADER WITH 8d COMMON OR r T.O. SLAB 4, GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN ELEV.100'-4" ON ATTACHED DETAILS. 0 T.O. FTG. • ,l _ _ -' , ELEV.100' J EXTERIOR MATERIALS- ELEVATIONS FRONT ELEVATION - A - * SIDING GROOFINJAMESHALT HARDIEI LAPSS& STRAIGHT EDGE SHINGLE AS SHOWN (OR EQUAL) 12-13-16 flo * BOARD & BATTEN TO BE HARDIE PANEL & 1X3 HARDIE TRIM (OR EQUAL) TLS /DZ SCALE: 3/16" = 1 -0 * SOFFITS - ALUMINUM ..�.M * FASCIA - ALUMINUM RD * TRIM & FREIZE - HARDIE PRODUCT WINDOW & DOOR WRAPS, FREIZE, & TRIM PER ELEVATIONS " • DECORATIVE TRIM, BRACKETS, A-1 A • STONE - THIN SET AS SHOWN RECEIVED 14'-1 " k 1'-4" APR 2 J -1017//\\\� 12 ❑ 0 ❑ o IV/ CITY OF ORONO W<W a10 r r < 10:12 N. 16:12 I ❑ HARDIE ON ALL 4 SIDES �4 81 I LU Q'w g raI 7 b ❑ i �IIt r I OwOf �4 G El V� d ts:t2.�-�� H A'QS* 10:11 10:12 — – _____ I ,'-6. !� ( ctiLH o a> I— CD 5:12 _ 2NDSUBFLOR 5 12 1 1'-8" z Z N p. -—— - _— "gip / NOTE 1 _ 1ST FIR VCNT • 1IBS DOM=N=HAS BEEN 4�_ E> INC AND IIssIdIS IT,S f ELEV,109'--6F 1/6"OOR — �— _ A�m a1 YouN(�lE1D T.O. MAIN — LI ANBD Its DRESS INSTALL GAS FND. WALL HARDIE ON ALL 4 SIDES 7_6. I I MONS,NOTABE LINE ELEV.108'-4" HO— T.O. SLAB I wVATNaNe I( 1 I — I T_0. FTGE _4 — I EGRESS PIT0'B Pfn6NRO ei CF MUD ROC le ELEV.100' I I �d VES Af MT REAR ELEVATION LEFT ELEVATION TUWE DFUNS ASITDETERMINES OD 41/10NECESSARY. SCALE: 3 32" = 1'-0" SCALE: 3/32" = 1'-0" No. Rnl ion Dm. / " 1 If LI DEWIER 20,ems 1'-0T 11 &JANUARY 17,2017 5:12 ! '-0" Q Am 13,12017017 HARDIE ON ALL 4 SIDES \ 10 .N 12 CI ❑ ❑ ©APRIL 21,2017 i \\ I \ 21 ROOF VENTS TOP OF P •TE 4 / \!P OF PLATE 1212 TT z 16:12 t0i ,10 1'-0" 10:12 10:12 e =+c :.- i i I - 0° 1e0 ROOF VENTS OR RIDGE VENTS PER BUILDERS SPECIFICATIONS _� )-O / 12 5 2ND FLR.LOO SUBFLOOR W N / EL.119'-7-77/8 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El co >o m 11-1 -- 10:12 OO 4. 1MilliLe 10:12 /12D16:12 10121STFLR El66 SUBFLOOR -V.109 -1 8 ■ — — t - 10:6' EARTH SEPERA1ION 1 1 -->f–T- _ IGRADE I I EGRESS PIT 4. 2 I 142 ° aEvanoNs RIGHT ELEVATION I1—E" ... 12-13-16 41/110 SCALE: 3/32" = 1'-0" / ° it 16.12 M..,,14 1-E' ° . ROOF PLAN RD . ` ` SCALE: 3/32" = 1'-0" N... A_2 J.)—i moi, 9:12 -1---- RECEWED s APR 2 6 2017 tn ww WALL LEGEND CITY OF ORONO / 63'-D• O . ; ;' CONCRETE WALLS 53'-' 4'-0' ==, r un©c ,<<�,.?;�?,?; 2x6 EXTERIOR WALL WITH 1/2" / 1T-o' 14-o' 22'-0' / w Q m ,47 SHEATHING - INSULATED O J Q a \A 2x6 INTERIOR WALLS • (7 w a r4 0 2x4 INTERIOR WALLS4> I F— — 77— —I . I BRICK / BRICK LEDGE oPpP I IUl a DCLLIEcj N E.. — — FUTURE FINISH I I e W. I 4 1...0::, Z N p. J I $40 I L _ —_ O` r .. -p� ,_]t'a il_,6L'L1l_OiOim .'p, .. •. - 1 `', /• •x20'CONCRETE AL 4 r NOTES TO •CQNIq F ;O FOO11N0 I 1 HIS oaCI1MENT HAS BFFN NEW STAIR REQUIREMENTS '3'-0•I I • I.o°ET 6'-4' TALL FOUNDATION WALL STRENGTH LOX I BEIM BFPAAED sv )NG IE1D 1 0" �V ' I m $ a-1od-7 HOMES, INC., AND IT'S P 4 Future 1� Ik I 7 D R SAFIT STS IID • Rec Room j .•ooNc s� VII! HOMES AND S EGRESS EI_toe•-4' 1`•" I ASSIGNS. ACCORDINGLY rxr )� I 'moi' a 100-4• sr to.a WA/ IT MAY HOT BE OIHERMSE 4 ®N is EE .FlO. `� I CED 01 NI IIyPP�DE7�R5BY, NRD�ROW --` 1-1/4 "�.� �, FIRE RESISTANT FLOOR SYSTEM J` 3'-0' '^Q, 70TF MY T 6 EACH CRENTY MIN. TREAD 10° `J� Vii. 4 I _ r 1 BOARTD T OR 1Hr — .... ...; _' DIE PER WIDENaEt g I1 o. FLU JACKET T I-BOARD w , MAX. RISE 7-3/4" ��� I • I — — —— E ——— '•„•_ r 19'-0' 7 ' YOUNGFlEID HOMES MC. MIN. NOSING 3/4" �, I I 13-2 20'-9 !� I I START SLAB AT TOP I RESERVES DE RIGHT MAX. NOSING 1-1/4" �:�,' 6'-6' x l 6'-6�' 10.-61- Y mumaF WALL AT do TO PUNS AS IT MOUES — — r I_ 41 FI — —— 2�0 s — — GARAGE I NECESSARY. E1A+v6 E __ _ .r., ------ T.i t _--'___�_��[I �i�f b � '� �. 'a:�_=�- =�E])4'a'.'i. Na RwMon Dab n •• �i��? !"'' ' F '� I 4'ORANIL'E4J FOOTINGS ON *T0 6•W Q FIR. I . 106- 3 JANUARY 16,2017 FINISHED ROOM SIZES � . � 1 Mechanical oRri ' 4EL 0L `� ; � uture b l=d APRIL 13,2017 `•COM6'Ae ]Bath 1 , I Unexcavated Q MPoL 24,zov REC ROOM 899 SF '' " I \ `Y ; 262 SF O01C sus 4•°°'S°�agn° :n 21 . - >r \ c I I Y VARIES J MECHANICAL 262 SF ,,. I ��. ; BATH 82 SF 15 I • - a �. $ �' .�►...- HALL 26 SF — E. 32' I - 1 STAIRS 92 SF • m r' 1 1 E .. A 1 — — BOTTOM____„F GABA FROM TOTAL 1,361 SF' 6'-T' 1' r tBlOcIEoa TOP OF P•II.21 WAu LINOW J § •x212'CONCRETE: E„ -� -e I Unexcavated I HEADER HEIGHT SCHEDULE EE r°$ '.`� " ''J"J =�o pp .•oallc.aAe AQ 6'-11-1/4" o I yWE F�T AES THE I RV If Unexcavated i /f1iO 'I}' 161-3.Y.O. t-I0 / WI-W ff s EkRp5T�6 Ir vARIE5 -v / O m O 8 12 g I L MAKE FdD11NRS 42 DEEEP J . , o LI © 7'-6" L �. o * © 3" OFF FND. WALL COO L 12.-5.PT ABOVEI I I / 13'-6' I , s-A' / IY-o• / 4'-0'I /1 r 4 cµANbESL J - __. 21'-O' / ® BASEMENT PLAN combo••' BASEMENT PLAN SCALE: 1/8" = 1'-0" ar 12-13-16 m..M ms/DZ 0•Old Op RD �� A-3 ,#, , RECEIVED �s'�`� APR 2 6 2017 9, P� CITY OF ORONOw° J• L.G w CONCRETE WALLS Jr N`�y N ANv G O .o ':'`�`":`�`:" 2x6 EXTERIOR WALL WITH 1/2" tN� C ill C. ==y in "``�"`•' SHEATHING - INSULATED G AD LUQ-4 g k's\ \A 2x6 INTERIOR WALLS `(C. O J A 'le) 2x4 INTERIOR WALLS �j'� b LU AO f ,N I. BRICK / BRICK LEDGE v T o a'� — FUTURE FINISH _ Ul NSsa 17'-0' , 14'-0' / 22-0' ZZNQ. 7-o' 7-0' NM ®366 Non / O O 1-_ _. (2)2`10 V FINISHED ROOM SIZES 4 I Dining / NDTr• >R GREAT ROOM - WOOD 247 SF a ID -�® s 5 71#S DOCUMENT HAS BEEN r� ' licin6'-2' PREPARED BY YOUN(D i INSTALL GAS HOMES INC. AND I1•S KITCHEN/DINING/ENTRY/PANTRY - WOOD 613 SF _9• _• LINE °PREsf Asst;Ns sour( 13'-11' -6' FAA BDEFIf ITIS 1UlNiE1D POWDER BATH - WOOD 32 SF ® L.' / s 1- HOMES AND ITS Eli MUD ROOM & W.I.C. 89 SF aa6a 36.66 .1V +-� gE:l1 .� .10 ASSIGNS. ACCORDINGLY 1IDUPNor RPR30x0 BE OTHERWISEV- Li 11 1I-2 0-1 2 X11-- _- 1 U - —I t 11 - ;_ � I'i7 ••.'.f'STUDY 112 SF -0 11 ;,STAIRS 77 SF , _P. 1 ® . t• � oll 1HE PR&TIM CONSENT CH 1_ —II 1 TO ANYIN MY OR DED g. 61s11QF10IIB A HC P® I'-TI wtoow sl is MORE THAN M ABOVE 5'-3' Std ® YouNGF1ETDHOMESINC. _ FD(ISHEDGRADE(SURFACE BELOW)CRioRESERVES 1HE-RIGFITTO>��� SHALLIPEOIARE A MP1DOw �Gi 0 G 110 F AIlS AS T10N5CONIROEDEVICE. r y , NECESARYS IT OEIFRIRIFSo _ ��pypmQ �Eu■■s tau❑'k I IBaatDh1 CAS 16RAt£ I I i i`•i No. RavMlon Dablo '° ;i' smaE Great _ iRoom = • �• • I (DO�' Tfi �� aII 3'-O , DECOIBER 20,2016 -� uu.ET '_1 I8 1 - QZ JANUARY 13.2017 NEW STAIR REQUIREMENTS 4 10 7-6' B UI 7-10i• s , " ' 3QJAREARY 16,2017 I- I 13'-1 I APRIL 13.2017 10" u' i 7-A• /' '� TYPICA 1 ARTSU1B AT TOP 11tf�1)F$� —'®�' '� 2.sn D was•�aF'aa z,� of wALLATeAacaF ©APRn z4.zm7 IL. 1T. 1 •lit/[7.1'I; '.. 5-g , _6. " Kit en I ;1- POLY YAra sMW a li/y' P.eo. GARAGE Iv n MddETAT 1CC AND 1/Y BUffAO®-E%T. ` J `` Ill [ZZ)• • • C6/ AGF 11 \ \I o x• LLSS w� I �wn..,• • (2 2A0 I BUFF BD-EVpMIN. TREAD 101-1/4 �7ii (z)mo r 3TEMAX. RISE 7-3/4" ` , :�(: B _ + ��g6o"iowE°xTHAN� 1aa71i1�e Hk._:� 01 s1„ Mud E 1 HOUSEMIN. NOSING 3/4" ` —;_ I RGom _611 6 0l� I v �, 14MAX. NOSING 1-1/4 — . wALL uNE Aeo '^ i•. : aa FLOOR SYSTE7A DESIGNERg e�1 7-0'� 7-to' To DEs1cN FLooR To CARRY I i :4 ul Pantr wALL AND ROOF LOADS _ _}wo6o r-- —� I— — � D:°`I� �_ _ I� I ® s 3wLVEs Gara�]eO O o HEADER HEIGHT SCHEDUL1301.6a Iii ai7N� I BOTTOM of GARAGE 1 cn cn o°00 „ �F' ••i.• , r'T. �" I SET 4 DOwN FR011 D00§SHOULD BE AO 6'-11-1/4 . . 2d-6' I TOP of POURED wAu © r-6N _s. .. —_ U 4 i 3. I pCOWPE i h! DQ 3" OFF FND. WALL m " Q. Garage I s D • I6 0 •'N:DNOt0IE SLAB PITam k , 2r-r TDwArms oeExNEw ooaRs 'h' - 1 I. 1 11'-11' f i 21.-0. 23 J IHSI MODE II CAAAGE 11H MBS i 13'-0' 13'-0• ;�• 4. Away Vim 1 AI ■1 't PLAN FIRST FLOOR •`f IM3 - * j or. 12-13-16 •.a. •..• •.-a•, -f Ono y MED 1 a. MED TLS rr./y FIRST FLOOR PLAN �° 1 VLTY SCALE: 1/8" = 1'-0" A—4' , RECEIVED APR 26 ?017 w 134 w NEW STAIR REQUIREMENTS / 47-0 " CITY OF ORONO 10" 7'_2" 6,-9i,, 10'-7 " 7�� `� 5'-33" 10'-0}" 7'-0}" 9.-0" / 00 ,; \ \ / ® (2)36x6 MULLED 2) 30x50 MULLED 30x30t1lIP e (2)36x6 MULLED w Ain c <,0t.444.,•,.,:`I*I II- 1 ,:.:..•:.,,,,,,C,W,;4••o-: I 1"%,:.411 . ., ".....X.,:..�6 4 W I WI.V" ..,...." C \ \ . �� `` Px-t (3) 2x10 5 T WALLS b'041 (4 z 4, 1 (2) 2x10' (3) 2x10 O A e4 „ r SAME HEIGHT AS PLATE (9'-1-1/8") b BASE 6'-4 6'_0' 3'_°" Q Ali 7 " 3 4 WINDOW SILLS MORE THAN 6' ABOVE h W T� 1-1/4 — — m VALVES suON TUB ��, - _ FINISHED GRADE (SURFACE BELOW) OR �,� / / H A1�% MIN. TREAD 10" . .—— 6'-0" L- MAX. RISE 7-3/4 `� t in n } ..r, (� LESS THAN 36" FROM FINISHED FLOOR L-o °'U ONE LAYER OF " " Bath SHALL REQUIRE A WINDOW OPENING N g5 MIN. NOSING 3/4 I (+6") STEP UP CEIUNG 9" OPNG. 11LE ON THE WALL VINYL CONTROL D C N a MAX. NOSING 1-1/4" 8'-9-1/8") \ ABOVE 1H SUDE \ 32 (FLR) Z Z N OPTIONAL ''r MBathr me s 5'-4i" Bedroom # 4 a I CEILING FAN COR�NR 29 i O .. y SHELF VINYL r \ IFArr + carpet •%:- I O 0 csi I , I 7'-0}" 61 SF(n.R)3-5 " y S-42" \ /J�J ik v 13 'A-\ BUMP U - °xa \ / NOTE 1 FINISHED ROOM SIZES „ I �`� {2.-°/ f 9.... N �� \ / IRS DDCUHENTHAS BEEN 928SR0. Ir \ 60x34 / UNE OF FLOOR BELOW WAITED BY TOUNGFIEID STAIRS 74 SF \ HOMES,INC, AND ITS Master I\ -�-� r ��\\\\\\\\\\\\\\\ \ MSS ASSIGNS SOW' MASTER BATH 128 SF 11 I Bedroom ( R & S I f l o r RF 4'-10" 5'-2" i: RR If MERU ItUEFIBD LAUNDRY 49 SF CARPET ' HOMES AHD I S ASSIGNS. AI EXPRESS pq,S c IT MAY NOT BE HOW:, MAIN BATH 64 SF I © I .� '© D a RDEDUPOH�.REPRCOMED e . N ANT yip,OR MIND 22x30 I — — TO MY KIWI OR ENTITY I-— — o —J o BATTIC W.I.C. Y Laundry W.I.C. +KDaur N EACH NsrArT� ` PANEL Carpet a n 58 (rut) I rn Carpet I �% El UN=NEBE PRIOR S,NG CONSENT O N C' • . y ;` pp HONES,N i�� , "r N io YWN H PoGHTBTO M I I `- �" W.I.C I ro 10 M mNE NECESSARY. S �DEIfAINFS I u ^N - a \ G X I N \ • _ 6- r ��� I No. ReAston Date Ifil 11.-2" 8.-1" 3•_9 •• ; O." Q DEMMER 20,2016 �(— �. 30" / & JANUARY 13,2017 3 ■s—lc — \ 1 = / ®® 8" i' - © JANUARY 16.2017 I f / 4'-3 rr 4'-S�r, 5'-3 " 4' 81" C �1 / ® w I Q4 APRIL 13,2017 ap U) N / \ ?U. N EL APRIL 24,2017 -4'. 0 tle [ ----Th eiii R• 4'— ,�. Loft ® e .o oa=, —1" CARPET Bath I o O 4 ,". UNE OF FLOOR BB.DW ci a 75 FIR) I o - _�_^ _ _as a d Bedroom # 3 EfJ i _ _—__ N- _ r-6rr vi Carpet :,' o c . ' DN 1 I I a � - ■ 2 'x10 ■ -} T7 5'-10, 3-7 " — dc�S ..:I� I%''%�� O - CC 0 SIM'X10 Mi b 11 -0 >N o 30 • • e I. II " 30x30 30x30 ORDER TRUSS icy ) 6'-0" ih �`b' f >00] ® 3'-fif 28" 5 4i" � 3 2x10 % \ 0 I co00 � X81 ;:�.:,>s:.';s �� m I I (2)36x6 MULLED ' / 3'-8" 13'-4" i ;, 13'-0" 6'-0" / 5'-6" 5'-6" 1 9'-0" / 17'-0" { O 22'-0" f 13'-0" wIII 4'-O" \ •';1 "ef— / # 20'-0" CD O4. /#4Bedroom # 2 Carpet 44 /a..tiA. \ 4. 1 SECOND FLOOR PLAN SECOND FLOOR A-5 SCALE: 3/16" = 1'-O" °` '2''3-'6 STRUCTURAL GABLE 's e... (2)2x10 e� TLS/In %'''i%;Y%::rte:"'sA�mA !�'ri4�5'_x•�.�s 4'20" / - ^(2)36x6 MULLED 4'-0 RD■' •AA 6'-6" 6'-6" � A-5 21'-0" I NEW STAIR REQUIREMENTS LU W 10" 32'-0"/ / ` O 2 4o tnv� MIN. TREAD 10" , ' 1-1/4 D A g 12 - MAX. RISE 7-3/4" `` b LU o arq pa 107 MIN. NOSING 3/4" T H ca 12 MAX. NOSING 1-1/4" .. N10 f_oau-Toa Z RECEIVED p O PRE-ENGINEERED ROOF APR 2 5 all l l I NOTE: TRUSSES PER MFG. THIS DOCUMENT HAS BEEN - R-49 INSULATION 12 4 -6" PREPARE)BY YOUNGFIEID HOMESS,.INC. AND IT'S CITY OF ORONO ELS ASSN;<IS SOLELY FIR 11E(01131Tff111111311D :M1444 " ' HOLIES MD ITS DCPRESS �� ������� ������ a.I_cc.� �� ASSIGNS. ACCORDINGLY I IT MAY NOT EC ODIERMSE I�"►; 2'-O" 2'-0" :- `�I I UPON UMBRA D REPRODUaCE \ IN IN M ANY ODELIVERED LINE OF RAKE END OVERRAN \ I TO LB uL NIST X, MASTER IN FRONT OF THIS SECTION PERbON ENVY \ I CONSENT OF MEI HCIA It •,, BEDROOM I E LOFT s INC 8'-0�' r0 PIANS AS IT MIMES 0° NECESSARY. 12 I 5r.: ". . ; v 4 I � No. R.Ndon Date 000. 1:12 .31 i 1'-6" Q OEC 20.2016 \ TOP OF PORCH BEA ©JMAIARY 13,2617 11-7/8" 1-JOISTS ----I��.i , JANUARY 16,2017 � =i,—: — 4Q APRIL 13,2017 ii :Milli ► Mill 4, PI&24,2017 III 1 • h* 1...w.. I GREATellIFI 1 iM 6x6 TREATED POST CO ROOM ` COVERED 2'11 °' PORCH .,. iii. imiu= - - - N 'INF X00 - - +�!:� r ,.111 { TOP OF MAIN LEVEL SUB 00- W N re 11-7/8" I-JOISTS g m " • 6 �� x6 POST St»�P 1 1. FUTURE FAMILY ROOM ; • 4 iAcsNc,i,.,ort-4. N +� I rrso `.h • 1 N-11 "CO 123 / I I. SEAL ALL JOINTS, CRACKS, OR OTHER X17 OPENINGS WITH POLYURETHANE CAILK FOR RADON PROTECTION — — — 41 161114" CONCRETE. 1� SLAB TYPICAL STAIR CONSTRUCTION NOTES: /,.r,,,, 1 * 6'-10" MINIMUM HEADROOM • (3) 11-7/8" STAIR STRINGERS W/ A. SECTION • 11" TREADS * PROVIDE 36"-36" HIGH HANRAILS & GAURD RAILS PER CODE. 12-1a-16 MINIMUM TREAD DEPTH 10" - MAX RISE 7-3/4" G a ft Nb !C/ ns /DZ MINIMUM NOSING i" MAX. NOSING 1-1/4" •••••1 IV RD A1 6 BUILDING SECTION �.A-6 SCALE: 3/16 1 0 c11 �v .1:1 i i•P2 °: 1 Coos • O , %vv' III ��\ Ilillb% ---\-- \-- dr '!��i�i�i!i�Qi!i�i!i!iL!��i�i!i!i!i!i�i�i!iii!iii!iii!i!i!i!i�i!i!i�i�i!i!�!��i!i!i!i!��i - -III - 74 � I N 40 n 111,1111 , f r -I :�s •�iri••v.•,i.ii i•i•i�/i•u•u• imojk� cn ' O $-5 1 -8 .1�!►.• '�' - - °m • v ' ' ,,nom 1 rn rn rn I-m p = �,.,► � �� � O � 01 41 \N o (174j:! 1 I I g •cn �� • o m --i y• �3 rTt lir 0 �1 aoI to o °'. 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I 4.u fob of a - i I ' ®,D®DD !i: i ;;IiT . g , COUNTRY1 g I DOVER II 1 < Y JOE HOMES W TWO STORY • �, Y= a ,=t_ � YOUNGFIELD HOMES •••••4 4 BEDROOM , , T- Ar��� 2 - � 22260 DODD BLVD.gmg LAKEVILLE,MN 55044 J J afi K �.'y Phone(952)469-4066 �` `. / LIC.#BC627670 Ia iiii11'I 8 8 7J � £PIIIIPil F t$S ;f a Rim 2-2x10-9' #A i! I! k l_iia 3 a ll • i M it j k L tt4!�IC . 11 F 5 iir91 g ink [3 IZ A _ Rim 3 �W i ix i � lsir Rs �� 3 1 3I g 'Pig s S� 1*11.875"LSL3 ., 1311` ae g II ii ': r .875"LSL-8'• S} c T � t � ii iii Ian/ NIII ary _ 'im 5qu 3 0111 3 n'^-' rill ,- 6218 VIII Rim FJE30'— ' c A ' tD X. 30'- I FJE30' ' Rim 0) FJE38' 0 M a r 17?9a I I 03 O FJE38' , �. I I .r 2 w m ri � 6 W I N 1111Pk, , ..mry .. _...._..... ._..............tet• tU a — o• ' m' ' :r. 1 7 1 1 :A 11� 3 \ i 11 m . I '1=1.100'-'Z' I I Ow u to ]��Ri M m B FJE30' ° a t 8 Rim i , co 3 ? 5' ,1 AI il A3 ri g a `a 0m ell yV 3� m. 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Job Name: Gregory&Jennie D'Alessandro Lyman Lumber Company SALES PRESENTATION DRAWING* F RA M E R t TE 18900 West 78th St Drawn Date: 2/2/2017 NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. Address/Lot: 2335 Oliver Hill _ LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN, 0.N PO Box 130 Revised By: BASED UPON THE ASSUMED VERTICAL LOADS.BUILDER IS RESPONSIBLE FOR to CD City,State: Orono,MN Chanhassen, MN OVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDED ®LYMAN LUMBER Revision Date: THAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THE Plan/Model#: Dover II ENGINEER OF RECORD FOR THIS PARTICULAR PROJECT. Job Number 21754 (952)4704800 Revision#: A complete javelin^framing plan requires the Framer'.Pocket Guide }'leader Spans; See the Framer's Pocket Guide for Product Trademark Information Z 2 -Up to 4'-11"=1 Trimmer 5'-0"and Bigger=2 Trimmers *c 2 W ""Unless Noted Otherwise*** ei re W-I z Ie, Ilazf1- z f 00>is Framing Connector Summary O,y W m ru PIotID Qty Manuf Product Face Nails Top Nails Member Nails Web Stiff ITj c'Q If-l2-2x10-10' ll H1 2 Simpson IUS1.81/11.88 10-10d common - 2-10dx 1-1/2 No res e51iva. H2 2 Simpson IUS1.81/11.88 10-10d x 1-1/2 - 2-10d x 1-1/2 No • 0 a a"z> H3 20 Simpson IUS2.06/11.88 10-10dx 1-1/2 - - No C?w O K _ H4 4 Simpson IUS2.37/11.88 10-10d x 1-1/2 - - No a p i-m 0 H5 3 User HHUS410 Not Required w u_COP-LOCO H6 1 Simpson MIU4.75/11 20-10d x 1-1/2 - 2-10d x 1-1/2 No m m 11.1 al o~O a o Products g;0/5T Q N PIotID Length Product Plies Net Qty Z a ray O K N F30' 30'0" 11 7/8"TAO 210 1 5 :143,242 F28' 28'0" 11 7/8"TJI®210 1 12 ...coon Start Joist Layout Here. Q>rc M m oo 16"O/C S F18' 18'0" 11 7/8"TJI®210 1 5 i z O _ F12' 12'0" 11 7/8"TJI®210 1 15 O p w y O 2-9.5"LSL-12' Rim __ 3-14"LVL-14' - - -- 2-9.5"LSL 8 Rim 2-2x10-6' R22'-2 22'0" 11 7/8"TJI®360 2 2 y N z=z m minim�IiI._.. II s..� _ _ _ _�tea:;, lit�. R22' 22'0" 11 7/8"TJI®360 1 4 w z w a*0 ` �^ ' r 3-18"LVL-20' 20'0" 1 3/4"x 18"2.0E Microllarn®LVL 3 3 f a Q O a4 w 2-18"LVL-18' 18'0" 1 3/4"x 18"2.0E Microllam®LVL 2 4 I re p s 0 of z o '] 4- x6 4-2x6 I 3-14"LVL-14' 14'0" 1 3/4"x 14"2.0E Microllam®LVL 3 3 0 ~w Q i is II I I 12,:•98 112650 ;is 0 5x5 PSL 8'0" 51/4"x51/4"1.8E Parallam®PSL 1 1 w 0 o r w N 1 • ji x 3-11.875"LSL-24' 24'0" 1 3/4"x 11 7/B"1.55E TimberStrand®LSL 3 3 fa._is N J {{ �� {I 1 I.� N 2-11.875"LSL-14' 14'0" 1 3l4"x 11 7/8"1.55E TimberStrand®LSL 2 2 Q W ~ 1 9 I 4.1 II ' 1-11.875"LSL-12' 12'0" 1 3/4"x 11 7/8"1.55E TimberStrand®LSL 1 2 151.1>G o � 7 r ,'• ' 2-11..875'LSL-8' 8'0" 1 3/4x11 7I8"1.55E TimberStrand®LSL 2 2 rs,m ' ® i irg 1-11.875"LSL-8' 8'0" 1 3/4co "x 11 7/8"1.55E TimberStrand®LSL 1 1 i 1-11.875"LSL-6' 6'0" 1 3/4"x 11 7/8"1.55E TimberStrand®LSL 1 160Seres IS f F12' i� 1-11.875"LSL-2' 2'0" 1 3/4"x 11 7/8"1.55E TimberStrand®LSL 1 1 e'.1 9 - i 2-9.5"LSL-14' 14'0" 1 3/4"x 9 1/2"1.55E TimberStrand®LSL 2 2 :22 { • " 1 "0'• 2-9.5"LSL-6' 6'0" 1 3/4"x 9 1/2"1.55E TimberStrand®LSL 2 4 0 10-O !I f - 2-9.5"LSL-4' 4'0" 1 3/4"x 9 1/2"1.55E TimberStrand®LSL 2 2 ' r § !i Rim 16'0" 11/8"x117/8"TJ®Rim Board 1 7 N lIXi i1 1 1 l -- Wall Framing F18' 1 S �i I I lm I1 Rim PIotID Length Product Plies Net Qty 4 X16"Q.C. j I 1 II 2-9.5"LSL-12' 12'0" 1 3/4"x 9 1/2"1.55E TimberStrand®LSL 2 2 i i I 3 1 1 II 2-9.5"LSL-10' 10'0" 1 3/4"x 9 1/2"1.55E TimberStrand®LSL 2 2 ,, g N • 1 `i7 iI II 2-9.5"LSL-8' 8'0" 1 3/4"x 9 1/2"1.55E TimberStrand®LSL 2 2 m m m Ci at N I t1 it II 2-2x10-10' 10'0" 2 x 10 SPF No.1/No.2 2 4 o .`o_ o 7 II 1 i II 2-2x10-7' T 0" 2 x 10 SPF No.1/No.2 2 2 B CD CD ID 5 5 I1 2-2x10-6' 6'0" 2 x 10 SPF No.1/No.2 2 4 O o 1-11.875"LSL-8' 0" 2 x 10 SPF No.1/No.2 2 8 2 1 II 2-2x104' 4' e. i 7 r II 3-2x10.3' 3'0" 2 x 10 SPF No.1/No.2 3 3 0 i 2'X10''' i2-201-1:1,c' II 2-2x10-3' 3'0" 2 x 10 SPF No.1/No.2 2 2 a to y z BBOHd3-2 3'0" 2 x 10 SPF No.1/No.2 2 2 Na_ • II 1 c., 2 F'f' 30' II m m m v m >16"O.C. 1 .0 1..0.'. NII 2 .0E N C111. m : ' 21 II 1- J Cam m 24.1..8 5"L L-8 i co -J n L • I 1. SII I- E , v I / SII I i I •-II E i I 7;II , I II LW Ht I 2 2x10-4' ., - II t= 1-11.875"LSL-2' �II F 2' 1---Rim 11 i' Rim (I II Rim II le.t 1 (75,11 -J11 , 16^`i.C. E II II H5 H5 II W II I �II W --+ II H5 II I� 2-9.5"LSL ' III 4 ._=0 „.16 ,1 :1•i= 8 555 Z 3-2x10-3' Rim 2-9.5"LSL-6' 2-9.5"LS1{4' I III r I III■ I I r 1� Ip 3-16"LVL-20' 7 Ce 12 I 1 I \ I1.1' I 522 9884S#L 3.252# I� bI Ib J I t2 117 >I gI> J1 o IJ a 21 2-9.5"LSL-14' 4 I ! I N J I I I " 1 1 N tTs I I WARNING 1 1 .las."e.se..w er.e.a a"rW I I a 11 Brae,M..0 I I m 2 �� I I 2 I 1 e , ,!! .1 z = a Ohl , 2-11.875"LSL-14' w > 3 DoMOT"rem ° " ° ° °O XDtll One. nroNrea xr'a Wilding aterials on unshealt. -.• II Ii�ll II I! II > (9 N O o N as,utr Mer aesutr. 00 HOT �,.. 2-2x10-10' WARNING Nares: • 0 ii 8 Y.or pwwr enciw during construction can rat.codons o •p 3 A o E w a..oewrn .M.O.pees..: a.....an ..pm wwsit. a �p�mra.e .or* o Z @ to f Z Dm 'm...,,t. ,.�.n.:p.orb.a:.�: 0r0 al*yrs ow. Sheet: A w.:......,..w.ua.r�., ,sea n.a..T�a..o mr.T,. .wa.e...�a>.„.m�"t 0 W,=ra,�-.ern am..r 2 0 3 e I. rirrjH 3 iIt1j!i3iH a is 40 2-2x10-6' 2-2x10-3' iiiii 'tt€ 33 s`. % -44 hi% ,. 55 ;G 3ai► , lia qqft'ij i !1ii iy Iw`M ( i sZ g MI k 1 g 1114L) ge 9 �$yp5 Y tia.ia iii v g }:a3 1 N a N 0, j —I N O C X_ ✓ N O m a. N N O 3 N N 0 w `a'I 0 al xU1 w �- N m1 w O ai N u Cg] O 2 i as 0 3eye 6 R ..N r V IV Iv N N 0 x x_x x c pp O w b P P wrn-1y 9 9 9 9 8 'm M.N N ro X x x x a, 0 0 0 o c m rn co to co a— ;;I z 3 i z z z oz O 0o C. C q C zz z z _ w O 0 0 0 (D IV IJ N IJ N d A= CO J co N N N W ro O 0 CL CD c-, II mwN<Oz O II s 5 N m .3 3 Y w Customer Youngfield Homes Drawn By: Jeff D. Lyman Lumber Company SA Job Name: Gregory 8 Jennie D'Alessandro LES PRESENTATION DRAWING: FRAM E R ITE Drawn Date: 2/2/2017 NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. O CO Address/Lot: 2335 Oliver Hill _ 18900 West 78th St LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN, Revised By: BASED UPON THE ASSUMED VERTICAL LOADS.BUILDER IS RESPONSIBLE FOR 4'CD City,State: Orono,MN T.I.1 LYMAN LUMBER PO Box 130 OVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDED Chanhassen, MN Revision Date: THAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THE Plan/Model#: Dover IIENGINEER OF RECORD FOR THIS PARTICULAR PROJECT. Job Number 21754 (952)470-4800 Revision*: CERTIFICATE OF SURVEY ADDRESS: 2335 OLIVER HILL FOR COUNTRY JOE HOMES 7007.• , r, 1000.4 Q0.3 000.5 NOTE: SEE ATTACHED BLOW-UP FOR / • /�°°` xl r ,001.5 SITE DETAILS /' . , =mss • ®� 001.4 0, •a, 0��%i 6335.11 1 } ORONO1 COPY 1004., I roma a / I �� _ .30` 1004. , 6 - , A ' -� ,• e f'�C- � SILW fllF) `yI x,0455 1004.5X "- ....r......, :( \a f. ,4 i ,,. X10.0/.0 x/0050. vi � x70. r "tea X1000. ears { ��qq 4.700.'17 1.....„„ .:.. 24>t �\ a 1 .. / tI ill X1004,5 t '^� 7,1.6-7004.52,+ " dT.� ,;'tri 1 �e , � - --- 10.02.54 ��•�1 N A 500® 1�W GARAGAaH.'w 8I l r1 1004.1 I ,rv,sr10x4.7 d j x70.07.7 _ y.3faOrtY rJw '1" C 1 X7007.5 x100.15 / I I �.I/ x,0Rx5 $ ra°4.zx pori,' x, .2 0 .'.1002.9 I �M x1004.3 ��.rd�"p0aa 8 - - I C PROPOSED K '� i ���„,, a 10.3 J- - HOUSE V f 7001.6 T� PB I x10027 x100.2.6 I .t 78.6.1004.7,IT,lDr':._.,+2Q? ; 004.5 1 ,7 --- $ ,,,,f; BENCH-MARK 900.x4 X1005.2 a ,�,, , �' g •` tW RIM OF SANITARY MANHOLE 1004.0. iP•�r' I 1 �h 0 40' NW OF THE NW CORNER " I co P OF LOT 2, BLOCK Z ELEV = - . - • - ' ® ® ✓� ` '� 1 N p X,004.5 x,0.04.3 1005.49 /00x5' N ti o CN I ,0;e 441 1 Piwool* xteate I- x/00445 X.1004.0 w 0" / A \ x,00.0 I I I « l-- - /�ppo5ic Cll -1°°8 ,9ti y CZ ''- '"'--- / x,00.4 700.5Ic 100•'•= I-- ____.-1007--- x e I I (I) ...._._ ........... _......, i O I x7001(0 r;, A't IA -Jx --- -\ 1 I F- -Ia04-- �..i� _10.0.6_ ..-- l I :� x70...6 x70.°77 x100ze x7094 '' __ - - ...--_70iA,..�. _L ` I--1 .•- - -.r/ 'I'n X. -. -_ ..�- -500.,0 ( _ _'.'°r0 I k ---- - --- -lora -- -t ----- x aasc _1 770144 NOTE. ALL BUILDING � r� _ rotas-a, - _ N 1 DIMENSIONS ARE SHOWN TO Jotr- -'af� - -10111 \ LOT i OUTSIDE OF FOUNDATION - "---'^•- 1 I X16027 X101D4 WALL, xf0,3e ••.\ x10,--: / ,' I✓ALL BLOCK 2 �. I \, I\ ,g4, 70l0ar ,6•^0 °rr\ 5 ;.:#110‘ y% so _ �rmla° X/0141 ..J x,OhL1 1012) _ x10/1.4 Z011.0 t }1 �'� /O/QO'• SETBACK INFORMATION: / Oofs4 101,.57 f o x1010.4-aMaE&(/1x11' I.„ 2 I ear FRONT = 25' • • -MOUS--.N.,-- •X794.+• ' 1.6 r,.o . JOra7 me �olai ....,.,� --. 89.087 070.4 x101,.3'Y's589417/34 `+ Z 70.77-~ REAR = 35' Otte N N 589 1 'J4"E .- --lord..., -lora\dr xr°1se F- .! x1 s2 X1014.4 g ) $7051.0 / \o \ -*--,0,,,,,, I-- 4`,.. J ` X w.. I Otaa -74 ••`. 701;1� -D x7017.7 --, a x,o, wont/ �i .9 / �p CITY OF ORONO N 1 A,xe I z� SITE PLAN I GRADING PLAN APPROVED x10155 WON."'" x7054 •/t ><,0,2e Dx,�PPROVED WITH REVISIONS x70120 x7050. ' x141.[4 � 0 DISAPPROVED O DENOTES SET IRON PIPE MONUMENT I I BY • DENOTES FOUND IRON PIPE MONUMENT DATE 2cfy J Q DENOTES PROPOSED DRAINAGE DIRECTION , 0 DENOTES SERVICE LOCATION 0 DENOTES WOOD HUB LOT AREA = 17,869 SF 000.0 DENOTES EXISTING ELEVATION HOUSE AREA = 2,231 SF DRIVEWAY AREA = 774 SF (000.c DENOTES PROPOSED ELEVATION SIDEWALK AREA = 151 SF PATIO AREA = 188 SF 11E=000.0 DENOTES HUB ELEVATION PORCH AREA = 104 SF AREA OF WINDOW WELLS = 113 SF ---- DENOTES EXISTING CONTOUR TOTASL AREA OF HARD COVER = 3,561 SF --(soot) DENOTES PROPOSED CONTOUR 19.93% i I DENOTES BITUMINOUS SURFACE L1 _ j PROPOSED TOP OF WALL ELEV. = 1006.5 sP„x;vtN 4) : }*r ry� 5, ' K PROPOSED GARAGE FLOOR ELEV. = 1006.2 'C'A''e'- •'-'' r'; vi-rkii .;> y. ,,,,i4i,:;:.; DENOTES CONCRETE SURFACE = ;-',1....:12,-`k ,'„*;. ,."-=:-0. 's::, ^ ,x.kii ,1,1 t .v ..r PROPOSED BASEMENT FLOOR ELEV. 998.5 PROPERTY DESCRIPTION LOT2,BLOCK2, OLIVER HILL,CITY OF ORONO, HENNEPIN COUNTY,MINNESOTA. I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR Bohlen 1'CCt.Ct!!,t UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED Surveying & Associates ��� LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 2017 31432 Foliage Avenue Cliff Road E. Z CI iew a. Northfield,MN 55057 Burnsville,MN 55337 DATE: 2-2-17 Thonou CITY OF ORONO REVISED: 2-17-17 THOMAS J.O'MEARA,LAND SURVEYOR Phone:(507)645-7768 Phone:(952)895-9212 MINNESOTA LICENSE NO.46167 tomeara@bohlensurveying.com Fax:(952)895-9259 Z:\S\Projects\orono\oliver-hill\dwg\LOT2BLK2-CERT.dwg 2/2/2017 1:45:17 PM CST 2.335 Olives H;l 1 / to til. Oo 1 Qv I N&1 1-6DuSe_.- CERTIFICATE OF SURVEY . u / 000.3 FOR 1001.0 1000.5 2001.1 1000.8 1001 /"may' �`Y- ' X 10 COUNTRY JOE HOMES X'°°°' / ,001.5 �_�__ _ /(BLOW UP) ���� o '001.4 Q,. '6' x, 19 1� al 1001.5 0.. 3* 20 A� 10022 � �6 '1 - �; cols A � 5 \ ` :tf 1.6 Off- 3 T � 41) ,� ( `L /C �� & OBIT >, 002.9 fQ� 1 002.5 \r �- O RB L / . CV 0055 _ o�E '° OROP1OcOpY X.-7-NA ITARY ROCK �� •NCRt4 ''i r RIM=1005.49 PROPOSENTRANCE 003:5 I_i 100'x' �. CpN ; c44,r A*1,-,t4,r ,-r4+ '4r / ii. 14)02.1 t 1" 0' 10041' c '• / \II 1005.4 1004.6 - 'j ' '4'C` ;04i#. .\.]swJ ;- `' ,.p 03.8 PROPOSED ,,' N[54 " \ 1_ 0'�p WELL \ 1004.3 1004.6: I,,r abs+4 z)-1 r 1004.6 �r` tt STOP .i \ 1 II X1005:5 1005.3 1004.5 X .FR SED / PROPOS'3.4 lArl 1001.0 X1005.\.2\ UAL/TY , t „ OP Y 1 ' trS'1�X126 \\ X 1 BOXES ORNEW x 1004.1.- ,,,S/DEWAL ( �Z 05.7 5 7,4� \\ llil. - x1004.3 „ _04'1004:17 1003 9<, e " 34.9 NUB-1004.52- • 11 UBS 112.54 33.3 t �.-"" 0 1�Dri4.1 0 \ t a ' . ( 1 ,; x ...1300® \ \-- '"` - GARAGE or 1004.3 H i x1004.1 PORC`! m I L. \\ / 4. 1.3 1 1004.2 «�� 1004.2X 13.°0 00 I x 1001.5 x 1005.3 I , / ,,,i...1 1 1X003.1 5.3 + '004.2x 1iON, X1 10029X1004.3 rF006.5 �r1 - ----- / I I ��� PROPOSED n 10.3 I 004.3__. HOUSE \t t 1 1004.67.- �3 o FB °oW 2 31 1 \ g I x1002.7 X 33" hk ,•,,, J t `k003.7 \-- HUB=1004.73--I-- F-_ �CP 22.00 X1004.3 10 17.00 ' :_ r. Eby 14301 ® . . ® 21 .93 - It; I ' . 5.4 X1005.2 y oq 1004.4 .61 ♦ I oo :: �� t 1004 Q 00�. o{ f0 l ! it "., PROPOSED 1 14.00 X1004.6 mO w PAHO (16d�r1 ' LI 2 CO" .O \ - . - - X ® �� I (, p X1004.3 1 I 1005.5 x 1 N N .•� I I •`� _ Oi Nr-4.:10111' 100.4-9 N V'd x1005.6 x1005.6 - t--... } 1006,0 O• o a I --- \006.0 I �' --' -- - --_ ROPOSED r -- 1na+ .'P T PENCE LIJ "2� '\ p �( '`r- '10_•\ LIJ ;:i Cif N. e^ x1006.8 c oc 1° 6.7 1CC.'.0 Xf606.9 O I X10070 ,t4,is� • Cr_ l l LI_1 -sro� -jx ( 1 5't.�.a' �� I-- ` - -YOGA,- \ z 007.5 X1007.6 p \. >� ,„ _-a �._._ _ai1pOB.O _ -_. _._ -tO�J?- -- I..._.- _--I - `- fOCJ1 __ \� \ \x..11008.2 -r (/ s`' _L_ -- --1 003 i \ J -X1008.8 -_-_. -. __-._1010-- -1--- 1 X1008.8 1011.1 -_- ---1011-- -- - 1010.5 \ lc_ _` --101.E-- ---- -_ I ` r. Y - --�� X,0128 -,0122 LOT 2 f._ CI. X1009.7 013.8 '\ \ BLOCK 2\ c. 00 1°106 �� ` (.(a,_ �NNo/ 1R 1040:0 �`-.. c: 5 r; \ -X1010.0 X101.7...T ,,I X1011.4 , 1011.0C _ I) r 914.1 � , i 1012.3 -y___,,,,/_„.„.... I -�•_-` ---1010.0)% ( 01010.7 / X1012.4 7 1011.5 o X f010.9 kA/NAGE& UAUTY UTILITY r \ EASEMENT o `' I BOX 1011.9 1 _ 013.6- x10127 1 0 yt �� f0f0. 41010.8 x109 - 1010.4 T x vv X -=u=='f"-�y`� 9.O8 ('� _._1°11---- \7 (�1011.8 is 1R1o.s �" ---�� \ l,`\ S 9 P 'J"E 1 (h RCI.CI�+ ° N --107 r---' ( FEBI� ry N. -----iO4., J' `I.,, ICD L I Q x1013.6 I',W - �. 4.4 r c '� rr\,.`.�'/,IJX10f3.2 (\M 1\ _ _ () ) Ix1011.8 CITY OF ORO 0 \"ra. i- \...\ �r-.; -'7 r'--J �cN r.:.. • _�- x1011.4 (_ ) Q,.,.: r_' _t - vOf-450 , ,2713.1 _3 X 1011.7 r.. �j \ 1�� 's` ,�,a����S�rr1J ,n1 `'; `C' ) / j PROPERTY DESCRIPTION x1013.B./ os rt. TOT 2;)1LOCK2,0.E1VER HILL,CITY OF ORONO, / �'-- 'r---` x-10130 I -�HENN.p'PINCOUNTY,MINNESOTA. l y I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED BY ME OR Bohlen PROPOSED TOP OF WALL ELEV. = 1006.5 UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED Surveying & Associates PROPOSED GARAGE FLOOR ELEV. = 1006.2 PROPOSED BASEMENT FLOOR ELEV. = 998.5 LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. 31432168 Foliage Avenue urns Cliff Road E. i 1 O Northfield,MN 55057 Burnsville,MN 55337 DATE: 2-2-17 I ILLQlv"W_d Phone:(507)645-7768 A Phone:(952)895-9212 REVISED: 2-17-17 THOMAS J.O'MEARA,LAND SURVEYOR tomeara@bohlensurveying.com Fax:(952)895-9259 MINNESOTA LICENSE NO.46167 Z:\S\Projects\orono\oliver-hill\dwg\LOT2BLK2-CERT.dwg 2/2/2017 1:45:17 PM CST 2335 Ol iV Or /44 I I I 2011 • 001O t / N4 E-1-OtA)c_. Planning & Zoning Department Memo To: Finance Department From: Christine Mattson, Planning Assistant CC: Street File Date: October 4, 2017 G/L: 101-22205 Re: Escrow Refund Building Permit#2017-00108 pertaining to 2335 Oliver Hill is complete. Please refund$10,000 to the property owner, Gregory & Jennie D'Alessandro. Check payable to: Gregory&Jennie D'Alessandro 2335 Oliver Hill Long Lake, MN 55356 HOLD CHECK AND GIVE TO CHRISTINE MATTSON w:\street files\oliver hill\2335\escrow refund form 2017-00108.docx ESCROW AGREEMENT AGREEMENT made this i � day of A-t., (L , 201], by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") and CI v e C` it ("Owner(s)"). RECITALS A. The undersigned is/are the Owner(s)of the Subject Property and hereby agrees to and consent to the terms and conditions of this Escrow Agreement. B. Owner has: (check one) o Filed a zoning application# Filed an application for a Building/Zoning Permit# LOi 1- 00 R) o Agreed to comply with Orono City Code Section 78-1432 regarding accessory structures. o Filed an Individual Sewer Treatment System (ISTS) permit application. o Requested to do work within public Right-of-Way l< Filed a request for a Temporary Certificate of Occupancy ❑ Other ("Application") on land situated in the City and located at 2335 6j iV t,i' l- U (the"Subject Property"); and C. The City is willing to review or monitor the Application only if the Owner agrees to reimburse the City for the actual costs expended by the City on behalf of, or on account of, the Owner. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT REQUIRED. Contemporaneously with the execution of this Escrow Agreement, the Owner shall deposit $ I 000 ("Escrow") with the City necessary to secure coverage of the total costs associated with review, approval, and monitoring of the Application. Any Escrow shall be held in a special escrow account and shall be credited to the Owner. 2. PURPOSE OF ESCROW. • Zoninq. The purpose of the Escrow is to guarantee reimbursement to the City for expenditures including but not be limited to staff time, at the rates established by the City Council, in excess of that covered by the standard application fees, engineering consultant and legal consultant expenses incurred by the City in reviewing and approving the Application and all other city staff administrative and consultant services performed in the processing of said review and approval. • Building/Zoninq. The purpose of the escrow is to guarantee completion of the site plan as approved and the provision of the as-built survey as required by the Building official. • Accessory Structure. The purpose of the Escrow is to guarantee reimbursement to the City for expenditures including but not limited to staff time, at the rates established by the City Administrator, engineering and legal consultant expenses incurred by the City in removing an accessory building if the Owner fails to perform the obligations in Orono City Code Section 78-1432 and all other City staff administrative and consultant services performed in removing the accessory building, including land stabilization. • ISTS. The purpose of the Escrow is to guarantee reimbursement to the City for expenditures including but not be limited to staff time, at the rates established by the City Council, in excess of that covered by the standard application fees, engineering consultant and legal consultant expenses incurred by the City if Owner for any reason is unable or unwilling to honor the requirements of Chapter 58 of the Orono City Code, and all other city staff administrative and consultant services performed in relating to the Application. The City may also reimburse itself for all engineering and legal expenses associated with the construction, removal, alteration, or repair of the ISTS if the Owner fails to do so. • Temporary Certificate of Occupancy. The purpose of the Escrow is to guarantee completion of exterior improvements (driveway, grass, etc.) that cannot be accomplished due to weather conditions. January 2017 1 3. MONTHLY BILLING. The City will monthly forward to the Owner a statement and bill for the expenditures incurred by the City for staff and consultant services. Such statements shall be due and payable within 15 days for receipt by the Owner. No statement will be sent if there are no expenses incurred in the period since the most recent statement. The City shall itemize all time, services, and materials billed to any Owner and said time, services, and materials shall be in accordance with the rules, regulations, and fees as promulgated and adopted by the City Council. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event the Owner does not make payment the City as required under paragraph 3, the City may draw from the Escrow without further approval of the Owner to reimburse the City for eligible expenses the City has incurred. The City shall periodically notify the Owner of the draws the City has made and the nature of the expense for which the reimbursement is being made. 5. REIMBURSEMENT OF ESCROW. The Owner shall reimburse the Escrow fund for any deficits caused if the amount actually expended by, or billed to, the City exceeds the escrow fund balance. 6. RIGHT OF ENTRY. • Zoning. This section is not applicable. • Building. This section is not applicable. • Accessory Structure. The Owner hereby grants the City, its agents, employees, officers and contractors the right to enter the property to remove the accessory building(s) should the Owner not complete the removal obligations in Orono City Code Section 78-1432. • ISTS. The Owner hereby grants the City, its agents, employees, officers and contractors the right to enter the property to perform all work and inspections deemed appropriate by the City in conjunction with replacement of the septic system, including but not limited to constructing or completing any and all of the agreed upon improvements should the Owner not complete those improvements by the date agreed upon. • Temporary Certificate of Occupancy. This section is not applicable. 7. NO INTEREST PAID. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the Escrow account. 8. CLOSING ESCROW. When the review has been completed or the project has been completed, the balance of the Escrow, if any, shall be returned to(check one): Owner o AppliceInt o Other Name: 2c67 t E sSA t•' N2-.0 Street Address/PO Box: 2 33 5 O c.►vER- N o LE— City —City/State/ZIP: 4eciNo Al N S`S 3SCo 9. CERTIFIED UNPAID CHARGES. If the Application is abandoned by Owner,or if the eligible expenses incurred by the City exceed the amount in Escrow, the City shall have the right to certify the unpaid balance to the Subject Property pursuant to Minn. Stat. §§415.01 and 366.012. IN WITNESS WHEREOF,the undersigned have executed this Agreement as of the day and year first above written. CITY OF ORONO: OWNER(s): i? 4-(-(55 January 2017 2 f5� 17-2/910 GREGORY B DALESSANDRO _ a 1034 JENNIE DA ESSANDRO 157401 OCKFORD`RD.APT 201 PI�noUTH,MN 55446 . 1 11C4 (16.04- ri Dv C'gd not! I $ 6D . bank. 41034 City of Orono ^ " 2750 Kelley Parkway 952-249-4600 Orono MN 55356 Receipt Mo: 3.018961 Aug 11, 2017 Greg Dalessandro (2017-00108) Previous Balance: .00 Permits Escrow - TCO 7,500.00 101-22205 Deferred Rev-Developer Deposit Total: 7,500.00 Check Check No: 1034 7,500.00 Payor: Greg Dalessandro (2017-00108) Total Applied: 7,500.00 Change Tendered: .00 08/11/2017 08:07AM il I CITY OF ORONO I'� • * 2750 KELLEY PARKWAY * 2 1 7 - 0 0 7 DATE ISSUED: 08/11 U22 017 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 2335 OLIVER HILL PIN : 34-118-23-33-0077 LEGAL DESC : OLIVER HILL : LOT 2 BLOCK 2 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: THIS$7500 ESCROW IS TIED TO BUILDING PERMIT 2017-00108 PD BY GREG DALESSANDRO CHECK#1034 APPLICANT ESCROW FEE-BUILDING 7,500.00 TOTAL 7,500.00 D'ALESSANDRO,GREG&JENNIE Payment(s) 6368 HIDDEN LAKE CIR CHECK 1034 7,500.00 RICHLAND,MI 49083- OWNER D'ALESSANDRO,GREG&JENNIE 6368 HIDDEN LAKE CIR RICHLAND,MI 49083- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. Applicant Permitee Signature Date Issued By Signature Date • BUILDING PERMIT ESCROW AGREEMENT Orono Building Permit# of 0 1 -7 001 og AGREEMENT made this tiliday of FebrIV , 20 ] by and between the CITY OF ORONO, a Minnesota municipal corporation ("City") (-4 f'e9 y - ny);,e ("Owners"). Recitals `D i SS�►�ro 1. A building permit application ha 1 been filed a k;1C r\Q_ located at 2335 I vrr fhd ("Subject Property"), legally described as or 2. B&.,SCK z. 04/verz 2. Owners request the City to review this application. 3. The City will commence its review of the application and incur costs associated with said review only if the Owner establishes an escrow to ensure reimbursement to the City of its costs. NOW THEREFORE,THE PARTIES AGREE AS FOLLOWS: 1. DEPOSIT OF ESCROW FUNDS. Contemporaneously with the execution of this Escrow Agreement, the Owners shall deposit$2,500 with the City. All accrued interest, if any, shall be paid to the City to reimburse the City for its cost in administering the escrow account. 2. PURPOSE OF ESCROW. The purpose of the escrow is to guarantee reimbursement to the City for all out-of-pocket costs the City has incurred (including planning, enaineerinq. in excess of $500, or legal consultant review) or will incur in reviewing the plan. Eligible expenses shall be consistent with expenses the Owners would be responsible for under a building permit application.The escrow will also guarantee reimbursement to the City for all out-of-pocket costs the City has incurred to assure that the work is completed in accordance with the Stormwater Pollution Prevention Plan and the provisions of Orono City Code Chapter 79.The financial security may also be used by the City to eliminate any hazardous conditions associated with the work and to repair any damage to public property or infrastructure that is caused by the work (including planning, engineering, or legal consultant review) associated with building permit# ZOI"7--SO I O if compliance with the approved building permit is not accomplished. 3. MONTHLY BILLING. As the City receives consultant bills for incurred costs, the City will in turn send a bill to the Owners. Owners shall be responsible for payment to the City within 30 days of the Owners'receipt of bill. 4. DISBURSEMENT FROM ESCROW ACCOUNT. In the event that the Owners do not make payment to the City within the timeframe outlined in #3 above, shall issue a Stop Work Order until the Owners pay all expenses invoiced pursuant to#3. The City may draw from the escrow account without further approval of the Owners to reimburse the City for eligible expenses the City has incurred. 5. CLOSING ESCROW. The Balance on deposit in the escrow,if any,shall be returned to the Owners when all requirements related to the project are complete. City Staff shall review the terms of this escrow agreement two times per year to determine whether the requirements of the project have been successfully completed and whether it is appropriate to return the funds. Owner may also request the release of the funds,and such funds shall be released upon City Staff receiving the appropriate verification that all requirements of the project have been successfully completed. 6. CERTIFY UNPAID CHARGES. If the project is abandoned by Owners, or if the eligible expenses incurred by the City exceed the amount in escrow, the City shall have the right to certify the unpaid balance to the subject property pursuant to Minn. Stat.§§415.01 and 366.012. CITY: CITY OF ORONO OWN . By: C�-t Dl�GQ . e, l � 0 / oj Its: 44P'V l l i/q S ( f i uES V OKI( Internal Use Only: Original to Platr(ng a Copy to Property Owner 0 Copy to Street File w1ArK� Last Updated: January 2016 f, y 2341 ralg`'D'Alessandro ouq-1� . • 4-- , eDAlessandro '' ,.; • T is fl�k8Cf. r' �.`'� f T order _ r F ¢ r�d iz,%!414.;1:! .4 I $ JVV , ,-‘?,-. -i,, ,s'_. `at .,: - ;� tyc iV! -.),. *• { !/n/]J�' ', ti 1 ak f '�y., oi ye4 S d r +rg 7 r o,, Z 1:! 4 L ,h. City of Orono ''',...- Ir' _‘- - ° ' � . 2750 Kelley Parkway Orono MN 55356 952-249-4600 Receipt No: 3.017376 Feb 7, 2017 Greg & Jeannie D'Alessandro Planning and Zoning 2017-00110 2335 Oliver 2,500.00 Hill 101-22205 Deferred Rev-Developer Deposit Total: 2,500.00 Check Check No: 2341 2,500.00 Payor: Greg & Jeannie D'Alessandro Total Applied: 2,500.00 Change Tendered: .00 02/07/2017 12:28PM CITY OF ORONO �' • 2750 KELLEY PARKWAY * 2 1 7 - 0 0 1 1 DATE ISSUED: 02/07/2017 ORONO,MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 2335 OLIVER HILL PIN : 34-118-23-33-0077 LEGAL DESC : OLIVER HILL : LOT 2 BLOCK 2 PERMIT TYPE : ESCROW FEE-TIED TO BUILDING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ESCROW FEE-TIED TO BUILDING PERMIT NOTE: ESCROW FOR NEW HOME PERMIT#2017-00108-PAID BY:OWNERS,GREG&JENNIE ALESSANDRO-CK#2341 -$2,500.00 APPLICANT ESCROW FEE-BUILDING 2,500.00 TOTAL 2,500.00 ALESSANDRO,GREG&JENNIE Payment(s) 6368 HIDDEN LAKE CIR CHECK 2341 2,500.00 RICHLAND,MI 49083- OWNER D'ALESSANDRO,GREG&JENNIE 6368 HIDDEN LAKE CIR RICHLAND,MI 49083- 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. Nosi 62_4 (0,_.„Lisu Applicant Permitee Signature Date Issued By Signature Date i ✓ `-� � DA TIME CITY OF ORONO cnLLED IN �� INSPECTION NOTICE �j/) �HeuULED - � 7 _.�%�� PERMR NO. � ✓�" �bU �%�MPLETED ADDRESS �✓� l�G J� OWNER TELEP NE NO. ��- �� � CONTRACTOR e e-S . � '' DESCRIPTION `���5 ' ` �"" � ❑ FOOTING ❑ DEMO-FI AL ❑ 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 �,�INAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 4Qi ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNENCONTMCTOR TO MEET YW:_YES_NO � COMMENTS: 4 �.�f f'Ct��Gn S Srrti•• S(-/a-/ � C��. O��� � �D� �."�!a 1 0 � 0 W � Q � � W � J W ❑WORK SATiSFACTORY:PROCEED ❑PRW ECT COMPLETE � ❑CORRECT WORK 8 PROCEED �ISSUE CERTIFlCATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION � TEMPORARY V BEFORE Cd1/ERIN(3 PERMANENT �CORRECT UNSAFE CONDITION WITHIN HOURS. p pHpTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cafl for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. ts CuPYAnapector's File C�nary CoDYfSit�Notlee