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2017-01466 - new structure
CITY OF ORONO * 2 0 1 7 — 0 1 4 6 6 2750 KELLEY PARKWAY DATE ISSUED: 12/07/2017 ORONO,MN 55356- (952)249-4600 FAX: (952) 2494616 ADDRESS : 1080 TONKAWA RD PIN : 08-117-23-13-0011 LEGAL DESC : AUDITOR'S SUBD.NO.217 LOT 009 BLOCK 000 PERMIT TYPE NEW STRUCTURE PROPERTY TYPE RESIDENTIAL CONSTRUCTION TYPE SINGLE FAMILY ACTIVITY 101-SINGLE FAMILY HOUSES,DETACHED VALUATION $ 1,350,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL, FIREPLACE,SEWER CONNECTION,WELL(STATE), ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM NOTE: PROVIDE SPECIAL INSPECITON REPORTS AND FINAL REPORTS TO BUILDING OFFICIAL RPEITSO@CI.ORONO.MN.US INITIAL: APPLICANT PERMIT FEE SCHEDULE 7,724.92 STATE SURCHARGE(VALUATION) 640.00 JOHN KRAEMER&SONS,INC. TOTAL 8,364.92 4906 LINCOLN DR. Payment(s) EDINA,MN 55436- CHECK 69800 8,364.92 (952)935-9100 Minnesota State License#:BUIL-BC001408 OWNER AHLERS,DAVID 1080 TONKAWA RD ORONO,MN 55356- 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. e Applicant Permitee Signature Date Issu Byy ature Date i CITY OF ORONO BUILDING PERMIT APPLICATION 3 (o FOR NEW STRUCTURES OR ADDITIONS �O A,O Mailing Address: Permit number: ,U91 -7 V PO Box 66 Crystal Bay, MN 55323-0066 Date received: 11-b9-1 -7 Street Address:' Received by: s� L` 2750 Kelley Parkway Plan review fee: J-�O zl. t�ktsHOOrono, MN 55356 a(J/ _017lOJ~ Main: 952-249-4600 Total Fee: C Fax: 952-249-4616 www.ci.orono.mn.us J This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: Ab �fionyti,t,, off, �.Ov�o, �.�rKiC, M IJ �jjp Will this be a Parade of Homes, Remodelers Showcase Wme or other Display Home? ❑ Yes No ff 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'sNFORMATION: Name: - K D1-in rAe.,-- ✓ $ State License# �,M1Whq Expiration Date: 'tj-Zp� Phone: cell office Z• -910 Mailing Address: 1 City: ; ZIP: Contact Person: Applicant is: n rac od Homeowner (Circle One) Email and/or Fax: LLS h , II�(.A Stm4,[�m PROPERTY OWNER INFORMATION: Name: 3 VLA r C V1 WOj Phone(day): (NZ-�IIL' '1'bL►g Address: City: ZIP: Email and/or Fax 17 A61. [tin ARCHITECT/ENGINEER INFORMATION: Name: t; -3. Phone(day): Address: -Lis Avt. N City: ;VJV-#Cp 14ZIP: Email and/or Fax: [b11�y i PROJECT INFORMATION: Description of project: IIS 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& New Construction ASin le Familywith ❑Accessory Bldg./GarageWater Supply Addition attached garage [] Deck ublic Sewer El Accessory Building ❑ Single Family with C1Office/Commercial ❑ Relocation detached garage gResidence ❑ Private Sewer ❑Other:(specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s) ❑ Public 4-feet or greater ❑ Public Water "Any earth movement may also require ❑ Commercial ❑ Storage MCWD review&permits. ❑ Industrial ❑Warehouse XPrivate Well Minnehaha Creek Watershed District(MCWD) ❑Other: (specify) ❑Other(specify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 RECEIV www.minnehahacreek.or 66 Estimated Construction Valuation (excluding land) $ • N(}I/ a CITY OF OPONID Last Updated: January 2016 s� s STRUCTURE INFORMATION: 1.Structure Dimensions1.Structure Dimensions(continued) ,,�„ 1 a. Length(ft.)= �� Number of bedrooms= 2. Occupancy: � — / b.Width(ft.)= Ofl H Number of garage stalls: 3. Occupant Load: Areas in square feet Attached= c. Basement= 55qm Detached= 4. Type of Construction: d. 15'Story = sn&e.2nd Story= /�'�� 5. Code Edition: 20 / f. '/:Story = g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ Building Permit Escrow Agreement and Fees ❑ Plan Review Fee .>� ❑ Completed Application Form ❑ Proposed Building Plans–2 full size sets,to scale and 1 reduced 11 x 17 or 8'/x 11 set ❑ Minnesota State Energy Code Calculations and Mechanical Code Requirements ❑ Survey–2 full size,to scale(meeting ALL survey requirements) ❑ Hardcover Calculations ❑ X Septic System Certification ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required ❑ Landscape Walls and/or Retaining Wall Plans AK ❑ Stormwater Pollution Prevention Plan SWPPP ❑ ❑ Access Permit ❑ Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no 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: Date: Owner's Signature: Date: Last Updated. January 2016 Builder Acknowledgement Form j Permit #2017-01466 / 10800�Tonkawa Road Builder Representative Name: lL-- 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 inspection. Double silt fence must be provided for any work indicated within 50'of a wetland. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. vv A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning and repair of roadways for any adverse impacts. The existing well is where the proposed foundation is planned. The existing well should be sealed by a licensed well driller. No underground sewer within 20 feet of proposed well. Provide the Building Official a copy of the special inspection and final reports. Special care needs to be exercised in creating the drainage pattern on the north side of the property to ensure that run off is not directed onto the neighboring property. Any changes to the approved landscape plan dated 11-29-17 must be submitted to the City for approval prior to commencement. Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations must be submitted and approved. In the event of winter or other extended unfavorable weather conditions(which prevent the j completion of the exterior improvements and/or as-built survey)a Temporary Certificate of Occupancy(TCO) may be necessary. A TCO requires a$10,000 escrow. w:\street files\tonkawa road\1080\builder acknowledgement form 2017-01466.docx Builder Acknowledgement Form Permit #2017-01466 / 108�0Tonkawa Road Builder Representative Name:—r—/1417 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\tonkawa road\1080\builder acknowledgement form 2017-01466.docx PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS �Ogd T Kawk 90Lfi0-117 -0-13g^ 117 -13-CCiI � Address: A' -il7 '-0�'13 'bOtO Permit No.: 17 _ D14�� ty � Description of work: IV u Hmim Date Rec'd: I 1 .0q. 17 Septic review by: �iUV'V► 'E— VV�, o�` y//l�Date Approved: Zoning review by: Date Approved: 2'T - Building review by: Date Approved: / Ae 7 Grading review by: >"m e:Mowu Date Approved: Zoning District: U,-10 Zoning File M Resolution? Yes Reso M Reso Date: Signed: Yes No Resolution/NA 'li'1 I b� Zoning: Lot Area: S /AC Width: Structural Coverage: SF % 0 Survey Submitted: ;�es 0 No Date of Survey: Af 1 Revised dateM: Landscape plan submitted? ley-es Landscaper: dLy?�?L 1 0 No/None proposed Proposed Setbacks: I `1 -1-7 Ft(Lake) Rear(Str t) (( N )S E W ) ( Nlide E W ) Other Buildings Wetland Side N , Buildina Hei ht Analysis: Distance Between First Floor and defined Top of Roof*(See"building height" (a) /� r definition): First Floor Elevation from building plans): (b) ,5 Highest Existing ground level (per survey)or 10' above lowest ground level, (c) q1 D whichever is lower: `-d Difference between b and (c)*: (d) cJ DEFINED HEIGHT *If highest existing adjacent grade is above FFE-Height is(a)-(d): (e) *If highest existing adjacent grade is below FFE-Height is a + d Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? Yes 0 No Permit Number: 1-7 • )— Yes 0 No 0 N/A 0 Yes o .0000 N/A-see attached Selback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % ands % and s Z(,qqJ0 0 Yes No 0 Yes zEfNo 2 3 4 5 1512 i Type(s): Type(s): Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Fees to be Charged YES NO Permit L/1- Plan /Plan Review State Surcharge �- Investigation Fee SAC-Number of SAC Units /CiG/a(M r Other(specify) Square Footage $ per Square Footage Basement X = $ 1St Floor X = $ 2nd Floor X = $ Garage X = $ 00 Estimated Construction Value: $ 1 �52 Orono Inspections Required Work Requiring Separate Permits �( Footing ❑ Site M�Plumbing ❑ Grading/Filling Poured Wall Silt Fence/Erosion Control Mechanical ❑ Fire Foundation Survey ❑ Hardcover Removal Fireplace ❑ Water Connection ❑ Framing ❑ Other(specify) ❑ MasonrySewer Connection Waterproofing/Drain tile W-Mfg. ❑ Lawn Irrigation ❑ Foundation Waterproofing ❑ Other(specify) ❑ Landscaping Framing ❑ Septic Insulation As-Built Survey Final Lathe Required State Permits ❑ Other(specify) Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: ❑ See Builder Acknowledgement Form ❑ Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. �e uIV,(5 _11OLe C141,0 n V--- (�- d a / r Pr� � - � r ' � LQiadX2,QtP=- pan FrdU -7 Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Christine Mattson From: Adam Edwards Sent: Tuesday, December 05, 2017 4:14 PM To: Christine Mattson Cc: Roger Peitso; Melanie Curtis Subject: RE: 1080 Tonkawa Drive/2017-01466 Chris, I've reviewed the subject plan and stamped it approved with comments: 1. Special care will need to be exercised in creating the drainage pattern on the north side of the property to ensure that run off is not directed onto the neighboring properties. 2. The plan shows that the existing well is located where the proposed foundation for the new house is planned. The Well should be sealed by a licensed well driller prior to commencement of foundation work. The new well location should be depicted on the site plan. 3. Double silt fence must be provided for any work indicated within 50'of a wetland. 4. Perimeter sediment control measures should be installed by the Contractor and inspected by the City prior to any work, including demolition.Contractor must provide minimum 24 hour notice prior to inspection. Adam From:Christine Mattson Sent:Tuesday, December 05, 2017 3:36 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us>; Melanie Curtis<MCurtis@ci.orono.mn.us> Subject: RE: 1080 Tonkawa Drive/2017-01466 Adam, 1080 Tonkawa Road survey and building plans are back in your in-box. Building plans remain the same. Chris— From:Christine Mattson Sent: Monday, December 04, 2017 10:48 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: RE: 1080 Tonkawa Drive/2017-01466 Adam, Roger noticed the building plans say"NOT FOR CONSTRUCTION". I took the plans and survey out of your in-box. Chris- 1 From:Christine Mattson Sent:Thursday, November 30, 2017 3:28 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: RE: 1080 Tonkawa Drive/2017-01466 Adam, We received an updated survey, most of the items in my incomplete letter were addressed. Existing well is shown under the foundation of the proposed new house. I didn't see a new well location. Please review and provide comments. Thank you! From:Adam Edwards Sent:Tuesday, November 21, 2017 12:35 PM To:Christine Mattson<CMattson@ci.orono.mn.us> Subject: RE: 1080 Tonkawa Drive/2017-01466 Chris, To address neighbors' concerns I would adjust my comments thusly: I've reviewed the subject plan and offer the following comments: 1. The Grading Plan should be revised to indicate perimeter erosion control measures(silt fence, bio logs,etc.) down gradient from proposed work. 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. Wetlands are depicted on the landscape plan but not the survey/grading plan. 3. A stormwater basin (sub surface) is depicted on the landscaping plan but not the survey/grading plan. This should be shown on the grading plan. 4. Surface runoff must not be directed across property lines. The applicant should consider connecting the drainage way on the northeast side of the property with the drainage system depicted on Sheet L2.00 of the architectural plans in order to ensure water kept off the neighboring property. . Adam From:Adam Edwards Sent:Wednesday, November 15,2017 4:15 PM To:Christine Mattson<CMattson@ci.orono.mn.us> Subject: 1080 Tonkawa Drive/2017-01466 Chris, I've reviewed the subject plan and offer the following comments: 2 1. The Grading Plan should be revised to indicate perimeter erosion control measures(silt fence, bio logs,etc.) down gradient from proposed work. 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. Wetlands are depicted on the landscape plan but no the survey/grading plan. 3. A stormwater basin (sub surface) is depicted on the landscaping plan but not the survey/grading plan. Adam Adam T. Edwards, P.E. Director of Public Works/City Engineer City of Orono (962)249-4661 aedwards@ci.orono.mn.us 3 CITY OF ORONO a Street Address: Mailing Address: Telephone(952)249-4600 y� G� 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 tgkFSHO�� Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us November 16,2017 Dustin Propp John Kraemer&Sons, Inc. 4906 Lincoln Drive Edina, MN 55436 Re: Building Permit Application#2017-01466 1080 Tonkawa Road On November 9,2017 the City received a building permit application for a new single family house. 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 dated 11-6-2017 was provided. Our engineer has reviewed the survey and has the following comments: a. Show the location of the well. RAI-) VJO � vX.. Show the delineated wetlands on the property. tee. Call out the top and bottom wall elevations of the retaining wall around tree near the edge of the driveway. Retaining wall"H"appears to be over 4' in height. Please submit engineered plans for our review. The grading plan should be revised to indicate perimeter erosion control measures(sift fence,bio logs, etc.)down gradient from the proposed work. V-f: A stormwater basin(sub surface)is depicted on the landscape plan but not on the survey/grading plan. Please provide two copies of an updated, full-size certificate of survey which meets all of the City's survey standards(enclosed). 2. Hardscape Plan. A landscaping/hardscape plan was submitted. Please provide the name of the individual or company performing the work. We need clarification on the following: 1� The lower lakeside terrace is proposed to be constructed up to the 75'setback line. Please the have 75'setback line shown on the Landscape Plan,L5. The Landscape Plan, L5 shows potential vegetation in the County Right-of-Way. Please have the landscape plan updated to show a key of plantings. We will need a copy of the approval from Hennepin County for plantings within the Right-of-Way. Qy,�,l`w� c. The landscape plan shows buckthorn removal. A vegetation plan should be submitted to the MCWD 1V and the City for approval prior to the buckthorn removal to ensure lakeshore stabilization. d. The landscape plan shows the tennis court removed/reduced. When the landscaper is ready for the removal/reduction of the tennis court a demolition permit will be need to be submitted prior to the work commencing. The MCWD will also need to be contacted for approval. The hardscape plan and survey should match. Please provide an updated Landscape/Hardscape Plan for our review addressing the above comments. November 16,2017 1080 Tonkawa Road Page 2 of 2 3. Escrow&Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City for out-of-pocket costs incurred during the review of your plans. Additionally this escrow will guarantee conformance with City Code Chapter 79 relating to erosion control and stormwater. A$2,500 escrow as paid with the demolition permit. No additional escrow money is required at this time. An updated agreement is enclosed. The property owner must sign the escrow agreement and return. 4. Minnehaha Creek Watershed District(MCWD). A copy of MCWD Permit No.17-520 was submitted with the building permit application. Permit No.17-520 is for the erosion control associated with the demolition only. Please contact the MCWD regarding the construction of the new home. They can be reached directly at 952- 471-0590. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. Please feel free to contact me at 952.249.4620 or by email at cmattson@cIorono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO Niiji Novi--- Christine Mattson Planning Assistant c via email Dustin Propp David Ahlers Mark Gronberg Roger Peitso,Building Official enclosures Christine Mattson From: Christine Mattson Sent: Thursday, November 16, 2017 10:59 AM To: 'dustin@jkandsons.com' Cc: 'dahlers804@aol.com'; 'Mark Gronberg'; Roger Peitso; Laura Oakden Subject: 1080 Tonkawa Road/#2017-01466 Attachments: letter.pdf, Escrow Agreement 2017-01466&2017-01094.pdf, Site Plan Requirements - April 2017.pdf Dustin, Attached is a copy of the letter and enclosures being mailed today. Please don't hesitate to contact us with questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono MN 155356(physical address) PO Box 66 I Crystal Bay I MN 155323-0066(mailing address) S 952.249.4620 I g 952.249.4616 ® cmattson@ci.orono.mn.us I -1� www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: November 23&24,2017 December 22& December 25,2017 January 1,2018 CITY OF ORONO •> > Street Address: I Mailing Address: I Telephone(952)249-4600 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616 ESHO' Orono,MN 55356 Crystal Bay,MN 55www.d.orono.rnn.us ww .d.orono.mn.us November 16, 2017 Dustin Propp John Kraemer&Sons, Inc. 4906 Lincoln Drive Edina, MN 55436 Re: Building Permit Application#2017-01466 1080 Tonkawa Road On November 9, 2017 the City received a building permit application for a new single family house. 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 dated 11-6-2017 was provided. Our engineer has reviewed the survey and has the following comments: a. Show the location of the well. b. Show the delineated wetlands on the property. c. Call out the top and bottom wall elevations of the retaining wall around tree near the edge of the driveway. d. Retaining wall"H"appears to be over 4' in height. Please submit engineered plans for our review. e. The grading plan should be revised to indicate perimeter erosion control measures(silt fence,bio logs, etc.)down gradient from the proposed work. f. A stormwater basin(sub surface)is depicted on the landscape plan but not on the survey/grading plan. Please provide two copies of an updated, full-size certificate of survey which meets all of the City's survey standards(enclosed). 2. Hardscape Plan. A landscaping/hardscape plan was submitted. Please provide the name of the individual or company performing the work. We need clarification on the following: a. The lower lakeside terrace is proposed to be constructed up to the 75' setback line. Please the have 75'setback line shown on the Landscape Plan, L5. b. The Landscape Plan, L5 shows potential vegetation in the County Right-of-Way. Please have the landscape plan updated to show a key of plantings. We will need a copy of the approval from Hennepin County for plantings within the Right-of-Way. c. The landscape plan shows buckthorn removal. A vegetation plan should be submitted to the MCWD and the City for approval prior to the buckthorn removal to ensure lakeshore stabilization. d. The landscape plan shows the tennis court removed/reduced. When the landscaper is ready for the removal/reduction of the tennis court a demolition permit will be need to be submitted prior to the work commencing. The MCWD will also need to be contacted for approval. The hardscape plan and survey should match. Please provide an updated Landscape/Hardscape Plan for our review addressing the above comments. November 16,2017 1080 Tonkawa Road Page 2 of 2 3. Escrow&Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City for out-of-pocket costs incurred during the review of your plans. Additionally this escrow will guarantee conformance with City Code Chapter 79 relating to erosion control and stormwater. A$2,500 escrow as paid with the demolition permit. No additional escrow money is required at this time. An updated agreement is enclosed. The property owner must sign the escrow agreement and return. 4. Minnehaha Creek Watershed District(MCWD). A copy of MCWD Permit No. 17-520 was submitted with the building permit application. Permit No. 17-520 is for the erosion control associated with the demolition only. Please contact the MCWD regarding the construction of the new home. They can be reached directly at 952- 471-0590. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO CIA K/J Christine Mattson Planning Assistant c via email Dustin Propp David Ahlers Mark Gronberg Roger Peitso, Building Official enclosures Christine Mattson From: Adam Edwards Sent: Tuesday, November 21, 2017 12:35 PM To: Christine Mattson Subject: RE: 1080 Tonkawa Drive/2017-01466 Chris, To address neighbors' concerns I would adjust my comments thusly: I've reviewed the subject plan and offer the following comments: 1. The Grading Plan should be revised to indicate perimeter erosion control measures(silt fence, bio logs,etc.) down gradient from proposed work. 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. Wetlands are depicted on the landscape plan but no the survey/grading plan. 3. A stormwater basin (sub surface) is depicted on the landscaping plan but not the survey/grading plan. This should be shown on the grading plan. 4. Surface runoff must not be directed across property lines. The applicant should consider connecting the drainage way on the northeast side of the property with the drainage system depicted on Sheet L2.00 of the architectural plans in order to ensure water kept off the neighboring property. Adam From:Adam Edwards Sent:Wednesday, November 15, 2017 4:15 PM To:Christine Mattson<CMattson@ci.orono.mn.us> Subject: 1080 Tonkawa Drive/2017-01466 Chris, I've reviewed the subject plan and offer the following comments: 1. The Grading Plan should be revised to indicate perimeter erosion control measures(silt fence, bio logs,etc.) down gradient from proposed work. 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. Wetlands are depicted on the landscape plan but no the survey/grading plan. 3. A stormwater basin (sub surface) is depicted on the landscaping plan but not the survey/grading plan. Adam Adam T. Edwards, P.E. Director of Public Works/City Engineer City of Orono 1 Christine Mattson From: Adam Edwards Sent: Wednesday, November 15, 2017 4:15 PM To: Christine Mattson Subject: 1080 Tonkawa Drive/2017-01466 Chris, I've reviewed the subject plan and offer the following comments: 1. The Grading Plan should be revised to indicate perimeter erosion control measures(silt fence, bio logs,etc.) down gradient from proposed work. 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. Wetlands are depicted on the landscape plan but no the survey/grading plan. 3. A stormwater basin (sub surface) is depicted on the landscaping plan but not the survey/grading plan. Adam Adam T. Edwards, P.E. Director of Public Works/City Engineer City of Orono (952)249-4661 aedwards@ci.orono.mn.us 1 City of Orono goNo Hardcover Calculation Worksheet = Property Address: 106o TvAAkAwA �Po,40 f N Prepared by: &Ro.✓d6AG i AXIOCIALE& -1,VC. Date: 17 Stormwater Quality Overlay District Tier: (Circle one) ® Tier 2 Tier 3 Tier 4 Tier 5 Step 2. 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 Surae Hardcover Item(Describe) Length x Width Total Feet (Example) (Garme) 24'x 30' 720 S.F. A '1104ere Nro S.F. B 7 V S.F. C =&AA C 920 S.F. D T S.F. E ! T /goo S.F. F ♦ L 2 S.F. G Xi m S.F. H S.F. F A& S S.F. J S.F. K rrAiL&Wfif 7WAAAce R1 S.F. L S.F. M S.F. N I S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U I S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Toted Hardcover 9 S.F. Excludable Hsrdoover Me City Cods Esc 78-1654 S.F. it i� S.F. of, z 7 S.F. S.F. S.F. 2 Total ExokxkdAe Hardoover 8 S.F. 3 Net Proposed Hardcover ubbim t line 2 from line M1 ZZ S.F. 4 Total Lot Area S.F. Proposed Hardcover Percentage [(S)+(4)] 21.91/% Subdviston AMNaMbn-January 2016 This Is an hdormaGon packet nvwd hg Hwdoovlrr. Evwy efrort/ras been mode fo enwm Uro somm y of the k►/onneffon omftkwd hersk,however,Many k4hr Talon is not aorAMBtenf wNh provfslbns of the CNy Code,the Coda provftkvw wNrpreva4 Pegs 19 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. EEI Completed Application I]] Plan Review Fee Paid EEI Signed Escrow Agreement & Escrow Payment El Building Plans (to scale) x2 E Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 El Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating El the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this project. Signed by: Address: 10;0 L',,' to �►�GC. lvl N 5S"3S�(,a Permit #: Last Updated: January 2016 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. rst Middle Last Address (�1Mz- 70ai-cvwo City State Zip Phone I understand my rights as stated above. Si e Packet Last Updated: August 2015 Page 7 Roger Peitso From: Dustin Propp <dustin@jkandsons.com> Sent: Wednesday, December 06, 2017 11:22 AM To: Roger Peitso Cc: Jeff Kraemer, Ray Walentiny Subject: 1080 Tonkawa Rd. Hi Roger, For special inspections on the geo we would have Haugo do that and provide their report. I believe that will be all we have for special inspections. Thank you. Dustin Propp I Project Manager John Kraemer& Sons, Inc. 4906 Lincoln Drive Edina, MN 55436 Office: (952)935-9100 Cell: (612) 709-9080 www.JKandSons.com JOH�NN,�+D SbNs c CUSTOM BVILDERs Three Time Builder of the Year(99, -'09, '13) Edina's Best Builder/Remodeler('12, '13, '14, '15) 1 Jeremy Barnhart From: David_M_Ahlers@9 raco.com Sent: Thursday, November 30, 2017 2:34 PM To: David.Yurich@Hennepin.US Cc: Dahlersmd@aol.com; Jeremy Barnhart Subject: Parcel Combination Owner Request Form Attachments: City of Orono 1129 2017.pdf Categories: Copies David, Per our phone conversation, please find attached a parcel combination request form and a letter of approval from the City of Orono. I am the single owner of the parcels and there is no mortgage. Any questions, please let me know. David Ahlers 612.916.7368 Dahlers804@aol.com 1 New Construction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shalt be posted on or In the electrical Date Certificate Posted distribution panel. Mailing Address A the Dwelling or Dwelling Unit Municipality V st)Yric' . Name of Residential Contractor MN License Number S THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply Passive(No Fan) Z Active(With fan and monometer mother m — m systemmoniforfngdevice) ORONO COPYT f6 m d a d o location or future location of Fan: 0 CL U Q to m U 2 j c Z m H o n LL x o Insulation LocationtY o M U O m a E E m v -d w O In C i7o rn 5 Z LL LL LL LL "'a Other Please Describe Here Below Entire Slab Foundation Wail IQ Perimeter of Slab on Grade Rim Joist 1st Floor) Rim Joist 2nd Floor*) wall Z Ceiling,flat Ceilin ,vaulted Bay Windows or cantievered areas Floors over unconditioned area NA lit Describe other insulated areas Building envelope airtightness: To,,—n Duct system airtightness: Ae4y1S-eA Windows&Doors lHeating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skjd4hts and one door)U: INot applicable,all duds located in conditioned space Solar Heat Gain Coefficient(SHGC): R-value MECHANICAL SYSTEMS j rnL HtB Matte-up Air Select a Type Appliances Domestic Water Cooling System Heater Not required per meth.code U6 FuelType Passive Manufacturer Q C L aA- 6 C\I a to Powered J p Interlocked with exhaust device. Model. � 64DOW I VOGO Describe: Input in Capacity in Output Other,describe: Rating or Size BTUS: U Q©Q Gallons: in Tons: s AFIl1 SEER Location of dud or system: Efficiency HSPF% l /EER Residential Load beating Loss heating Gain Cooling Load Calculation t Cws "round duct OR MECHANICAL VENTILATION SYSTEM .me duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaceAair Combustion Air Select a T esource heat pump with gas batik-up furnace): Not required per meth.code Select TypeHeat Recover Ventilator(HRV ca aci in cfms: Low: High: Otherdescribe:Energ Recover Ventilator(ERV)capacity in cfms: Low Hi h: Location of ud o�em: Balanced Ventilation capacity in cfms: CCJJrV�� Location of fan(s).describe: r4kil -A O it 99 Cfrn Capacity continuous ventilation rate in cfms: "round duct OR Tota{ventilation(intermittent+continuous)rate in cfms: "metal dud Builders Associaton of Minnesota version 101014 New Construction Energy Code Compliance Certificate Per R401.3 Certificate.A building certificate shall be pasted on or in the electrical Date Certificate Posted distribution panel. Mailing Address of the Dwelling or Dwelling Unit MunicJRality AMC to wo' Nam of Residential Contractor MN License Number � brae -* THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply Passive(No Fan) o Active(With fen and monometer or other a system monitoring device) 9 a b tL 2 Location or future location of Fan: ° a o cmi m 17 3 m Q m m m a r0 p N M o 0 p �° Z W id rJ O� LLI X N Insulation Location1. m o m rn E E -6iu O N c a a c rn o+ c z iz T L it Other Please Descnbe Here Below Entire Slab Foundation Wall LV Perimeter of Stab on Grade Rim Joist 1 st Floor) 1 Rim Joist 2nd Floor+ Wail Ceiling,flat Ceilin ,vaulted Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas Building envelope airtightness: dp��y� Duct system air tightness: few Windows 8 Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor excludes skylights and one door)U: Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): R-value V— g MECHANICAL SYSTEMS Q rt aka up Air Select a Type Domestic Water Cooling System Appliances Heater gNot required per mach.cede Fuel T e f� Gtr ssive Manufacturer PAFUEor .�t� Pow d �'� �/ Intent ed with exhaust devi Model. t a9 6 VD 1)7 Dese ib : ` Capacityin output ^ Other,d r-be: Rating or Size DUOC�C� Gllons: in Tons: Q/; { SEER Location of duct or em:Efficien _t JEER Residential Load Heating Loss Heating Gain Cooling Load Calculation (55C) Ct I Cfm's "round du R MECHANICAL VENTILATION SYSTEM "me d Describe any additional or combined heating or coding systems if installed:(e.g.two furnaces or air Combustion r Select a Type source heat pump with gas back-up furnace): Not r ired per mech.code Pas e Select Tye Heat Recover Ventilator(HRV capacity in cfms: Low: High: / Ot r,describe: Energy Recover Ventilator(ERV)capacity in cfms: Low Hi h: Locatio of duct or system: Balanced ventilation capacity in cfms: Location of fans,describe: - E Ur �o C Cfm s Gapaci continuous ventilation rate in cfms: f�® "round duct OR Total ventilation(intermittent+continuous)rate incfrns: $ vmetaldud Builders Associaton of Minnesota version 101014 Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings Jo 3v �. Site address 0.. nate ! contractor PO r.L >"a completed By S n Section A Ventilation Quantity (Determine quantity by usirg Table N1104.2or Equation 11-1) Square feet(Conditioned area irdu ft basement— ?g:s A T���ventilation finished or unfinished) 1 Number of bedrooms Contirnious ventilation j Directions-Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11-1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation mates in cfm Number of Bedrooms 1 2 3 4 5 6 Conditioned space Total/ Total/ Total/ Total/ Total/ Total (ins .ft.) continuouscontinuous continuous continuous continuous continuous 1000-1500 60/40 75140 90/45 105/53 120160 135168 1501-2000 70/40 85143 100/50 115158 130165 145/73 2001-2500 180140 95A-8 110/55 125163 140170 155/78 2501-3000 90/45 105153 120/60 135/68 150/75 165183 3001-3500 100/50 115/58 130165 145x13 160180 175188 3501-4000 110/55 125/63 140170 155178 170/85 183193 4001-4500 120160 135/68 150175 165/83 180/90 195/98 4501-5000 130165 145173 160/80 175/88 .190/95 2051103 5001-5500 140170 155/78 170185 185193 2001100 215/108 5501-6000 150175 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of condiitioned space)+[15 x(number of bedrooms+1)]=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation. For heat recovery ventilators(HRV)and energy recovery venula-tors(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake,or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate,but not less than 40 afroshall be provided on a con-tinuous rate average for each one-hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. 1 Section B Ventilation Method Choose either balanced or exhaust elanced,HRV(Heat Recovery Ventilator)or ERV(Energy [:J�khaust only(Continuous fan refing in cfm) Recov-ary Va tiatoo—cfm of urot in low must not exceed Mireon d-lation rating by more Ulan 100%. / Hgh cern Continuous fan rating In cirri(capacity must not exceed continuous,ventlation rata more than 100%, ven s ems are r lyHRVor oose me ven n, a or ex aus on y. y ERV's. Enter the low and high cfm amounts. Low On air flow must be equal to or greater than the rewired continuous ventilation rate and less than 100%greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed SO cfm.)Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent Sma v% 80-c 6mn 6d � /do B a B0 �� c Directions-The ventilation fan schedule should describe what the fan is for,the location,cfrn,and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the ow cfm air rating and less than 100%greater than the continuous rate. (For instance,if the low cfm is 40 cfrrr, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions-Describe operation and control of the continuous and intermittent ventilation.There should be adequate detail for plan reviewers and inspectors to verify design and Installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fens are used for building ventilation,describe'the operation and location of an1Y controls,indicators and legends. If an ERV or HRV is to be installed,describe how it will be installed.if it wdl be connected and interfaced with the air handing equipment,please describe such connections as detailed in the manufactures'installation instructions.If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment far proper operation,such interrconnection shall be made and described o,-MLTOt�cLt 7-5 2 • a required combustion air opening,is called the Known Air DIMCOons-The Minato Wel Gas Code method to i red to bee d out infii rotion Rate Method. For•new constrUM",4b� P 1FCsC Appends E,Worksfieet E-1,1346.6012 Residential Combustion All Calculation Method for Furnace,Boller,and/or Water Heater in t Same oe1 Step L.Complete vented combustion appliance information• tl0 � Btu/hr Furnaw/Bovar pirectverrt input _/ Draft Hood _Fan Assisted or Power Vent Water Heater. pirectVent input: graft Hood Fan Assisted _ or power Vent u CAS carntairdn6 combustion appliantxs. 4S�S d Step L•Calculate the valuate of the Combustiot',ppitance SPO- stop ) CAS volume: The CAS includes all spaces connected to one another by Mode COmPpant openings W µ :9016X LXWXIi Step 3e Deternmine Air Changes per Hour(ACH)1 4b KAIR Method). Default ACH values have been incorporated into Table E-1 for use with method if the ar of construction or ACH Is not known use 1'1'1 d 4a Standard Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPUAWCFS) 4a.Standard Method Input fir Total aw/hr Input of 311 combustion appliances �V W Use Standard Method column In Table E-1 to find Total Requlrcd volume(TRV) graaW than TRV then no outdt>a openings are needed. if CAS Volume(from Step 2)h if CAS Volume(from Step 21 is Jess than TRV then go to STEP 5. 4b.Known Air Irnfldation Rate(KAIR)Method 100 NOT COM DIRECT VENT APPLWt�iCES? pgremr Total Btu/hr input of all fan-assisted and Power RVFA:5656,;)S ft.Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted(RVFA) Q repot: Btu/hr Total BtWhr input Of all Natural draft appliances •`-- antes column in Table E-1 to find RVNFA Use Naeyrol draft Appli Required volume Nature'draft apppances(RVNDA) = 56 a c� TRV ft, Total Required Volume(TRA=RVFA+RVNDA TRV= Q sem--+ (z) J if CAS Volume(from Step 2)is gr_,cer dro+r TRV then no outdoor openings are needed- if CAS Volume from Stop 2)Is Jess than TRV then to to STEP 5. Step S.Calculate the ratio of available interiorvoolume 4a or Step red volume. s� Ratio=CAS Volume(from Step 21 cMded byry (meStep Ratio= J Step B:Caned e•RedtiCtion factor(RF). t/q RF=1 minus Ratio7y�(J BtWhr Step 7:Cakulam singie outdoor open►n8 as if ail combustior�air la from outside Input Total Btu/hr input of an nces in the same CAS (EXCEPT DIRECT VWn CombustSon Air Opening Area(CAOA)-r r=: CAOA- 7 / /30�atu hr er inl Totals r d�rasw actio step Br Cal late Minimum CAOA- MinimumCAOA-CAAAmuPolpOp g MinimumfAOA= step 9:Calculate Combustion Alr Opening Demeter CAOD=113 muNJplfsd by tJre sgrare root of Minimum CAOA CAOD=113 V Minimum CAOA-- 0 one inch in size if flex duct Follow prouduras in Section G304. I if desired,ACH can be determined using ASHRAE Clicu"on or blower de»nest page 5 of 6 u\"da,,gWfetVPoBdedaformatian\Current\2016\Ve"*ekupr-ombAMf'WM16-WM Directions-In order to determine the makeup air,Table 501.3.1 must be filled out(see below). For most new installations,column A will be appropriate,however,if atmospherically vented appliances or solid fuel appliances are installed,use the appropriate column. For existing dwellings,see IMC 301.3.3. Please note,if the makeup air quantity is negative,no additional makeup air will be re- quired for ventilation,if the value is positive refer to Table 501.3.1 and size the opening. Transfer the cfm,size of opening and type (round,rectangular,flexor rigid)to the last line of section D. The make-up air supply must be installed per IMC 501.3.1.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent cap- assisted appliances and gas or oil appliance or ly vented gas ar oll plianoes or no wmbus- power vert or direct vent one solid fuel appliance appliances or solid fuel I tion appliances appliances appliances i Column C Column U Column A Column B 3 1. 1 0.15 0.09 0.06 0.03 r a)pressure factor (cfmisf) b)conditioned floor area(sf)(including unfinished basements) �u2 Q 3 1 Estimated house Infiltration(cfm)!(la ' x 1bj 2.Exhaust Capacity {{ a)continuous exhaust-only venttla � I system(cfm);(not applicable to ba-- } lanced ventilation systems such as 1 d HRV) b)clothes dryer(cfm) 135 135 135 13S c)80%of largest exhaust rating(cfm); Kitchen food typically / (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust ot next rat ng i (cfm); bath fan typically t (not applicable if recirculating system ;A;pplicable or if powered makeup air is electricallyinterlockedo ust Pacity(dm);(2a+2b+2c+2d) 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from above) b)estimated house Infiltration(from above) t F Makeup Air Quantity(cfm); (3a-3b) (if value is negative,no makeup a ? 1 needed) J l 4.For makeup Air Opening Sizin refer to Table 501.4.2 A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B. Use the column if there isone fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also be in- o cluded.) C. Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. i 1 1 Page 3 of 6 r WIIh . Load Short Form Job: Ahlem I a,WV�Sof Date: Oct 10,2017 Entire House By: Mike Horizon Contractors, Inc. 8197 Horizon drive,Shakopee,Mn 55379 Phone:612-508-9226 Fax:952-445-8109 Email:mike@hodzonoontractors.us Project I • • For: JK&Sons Design Information Htg Clg Infiltration Outside db(°F) -13 88 Method Simplified Ins ide db(°F) 68 75 Construction quality Average Design TD(°F) 81 13 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 50 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Bryant Make Bryant Trade Bryant 987M Evolution Modulati... Trade BRYANT HEATING AND COOLING SYS... Model 987MA60080V21A-A Cond 189BNVO600000A AHRI ref 5053233 Coil CNPVP6024ALA+987MA60080V21A-A+UI AHRI ref 8979520 Efficiency 97 AFUE Efficiency 9.5 EER, 16 SEER Heating input 80000 Btuh Sensible cooling 39200 Btuh Heating output 78000 Btuh Latent cooling 16800 Btuh Temperature rise 39 OF Total cooling 56000 Btuh Actual air flow 1895 cfm Actual air flow 1895 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Mstyr Bed 396 7751 2876 213 146 Mstr Bath 281 4738 1889 130 96 Mstr WIC 264 5785 2873 159 146 Den 278 2920 1725 80 88 Great 560 10574 7601 290 386 M EI 36 720 100 20 5 Foy/Str 355 9860 8248 271 419 Piano 60 4044 2896 111 147 Bar110 72 1289 538 35 27 Kitchen 628 8899 5767 244 293 Pantry 133 2790 512 77 26 Mud 255 5938 1437 163 73 Mud WIC 109 2141 352 59 18 Pwdrl08 70 1447 436 40 22 Sold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsofr RightS2017-Oct-30 17:15:31uite®Universal 2017 17.0.29 RSU07800 Page 1 ...sktop\Wrightsoft WACWaemer Ahlers 1 Main.rup Calc=MJ8 Front Door faces: W r Hall 109 i 106 i 173 i 87 5 i 4 Entire House 3603 69067 37336 1895 1895 Other equip loads 4430 702 Equip.@ 0.93 RSM 35337 Latent cooling 5147 TOTALS I 3603 i 73497 I 40484 I 1895 I 1895 Bold/italk values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Oct-30 17:15:31 wrighbK t' Right Suite®Universal 2017 17.0.29 RSU07800 Page 2 sktopMrightsott HVACUVaemer Ahlers I Main.rup Calc=MJ8 Front Door faces: W 00, Job: Ahlers 1 . . �y�h Load Short Form Date: Oct 10,2017 Entire House By: Mike Horizon Contractors, Inc. 8197 Horizon drive,Shakopee,Mn 55379 Phone:612-508-9226 Fax:952-445-8109 Email:mike@horizoncontractors.us Project • • For: X&Sons Design • • Htg Clg Infiltration Outside db(°F) -13 88 Method Simplified Inside db(°F) 68 75 Construction quality Average Design TD(°F) 81 13 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 50 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Bryant Make Bryant Trade Bryant 987M Evolution Modulati... Trade BRYANT HEATING AND COOLING SYS... Model 987MA42080V17A-A Cond 189BNVO240000B AHRI ref 4706201 Coil CNPVP2417ALA+987MA42080V17A-A+UI AHRI ref 8984123 Efficiency 97 AFUE Efficiency 10.5 EER, 17 SEER Heating input 80000 Btuh Sensible cooling 16660 Btuh Heating output 78000 Btuh Latent cooling 7140 Btuh Temperature rise 91 °F Total cooling 23800 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.013 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.74 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (Cfm) L Stair/Hall 229 2800 129 37 7 Mech Closet 135 1520 69 20 4 Exercise 437 3660 565 49 29 Hall 006 389 3142 132 42 7 Stor 008 70 1070 51 14 3 B EI 30 387 18 5 1 Clo 018 54 708 33 9 2 Bed 017 181 2180 555 29 29 Bath 016 72 1019 162 14 8 Bath 015 103 1676 333 22 17 Bed 014 208 3688 1240 49 64 Laun 005 171 1061 54 14 3 Bar010 318 3642 1542 49 80 Media/Billiards 560 9091 5428 121 281 BoldlBalk values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Oct-30 17:14:27 Wlright"W Right-Suite®Universal 2017 17.0.29 RSU07800 Page 1 rightsoft HVAC\Kraemer Ahlers I Low&Bonus.rup Calc=MJ8 Front Door faces: W ' f Pwd 013 76 167 0 2 0 Lake Hall 250 4042 757 54 39 Mech 002 320 3749 703 50 36 Lounge 234 6436 1669 86 87 Guest 203 178 4075 987 54 51 Guest WIC 91 3026 432 40 22 Bath 201 70 1429 283 19 15 Hall 202 60 1295 290 17 15 Entire House 4236 59863 15431 800 800 Other equip loads 5646 895 Equip.@ 0.93 RSM 15166 Latent cooling 5746 TOTALS 1 4236 I 65509 I 20913 1 800 1 800 Sold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Oct-30 17:14:27 wrighb;OfC Right-Suite®Universal 2017 17.0.29 RSU07800 Page 2 ...rightsoft HVACU(raemer Ahlers I Low 8 Bonus.rup Calc=MJ8 Front Door faces: W Cl� DATE TIME ' CITY OF ORONO CALLED IN —�–�— INSPECTION NOTICE SCHEDULED PERMIT NO.<E201 -d��lvle Co PLETED ADDRESS 19-n 3 a C OWNER TELEPHONE NO.&I�-S/d-27/ 7 CONTRACTOR 'S 3Z DESCRIPTION $FOOTING ❑ DEMO-FINAL' ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING C ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q [IFINAL [3WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL �j ❑ DEMO-SITE ❑ SEPTIC INSTALL OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: �od�'•'o s * pawls Y L IL At h je v�L Q. g G✓/tas.�/ �' y, Des c� a>� C, Q �re itd" bn���•Ic/' lJIrS�T�L Prot 1' `; _JET ac TOM lvgd?�N W ❑WORK SATISFACTORY`.PROCEED ❑PROJECT COMPLETE CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Ownerr,ontractor on site: Inspector zt e- White Copyflnspector's File Canary CopyrAe Notice TE TIME CITY OF ORONO CALLED IN INSPECTION NOTI E SCHEDULED - 77 7,3 PERMIT NO. �' c PL ED ADDRESS OWNER TELEP,H,nON/E NO. CONTRACTOR G��V/�-/ ry 17 DESCRIPTION ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL A!KPOURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING C ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO c� COMMENTS- cc • o - Zv cis e - v 142ew --;v S. V6nCq& grCQ — Cr0 Q W — dAt eft a W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE tiG T WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Ownerr,ontractor on site: Inspector. h^- White Copylinspector's File Canary CopylSite Notice V DATE TIME CITY OF ORONO CALLED IN 1- LD -I T INSPECTION NOTICE SCHEDULED _Z-�2K�' - ZT PERMIT NO. :20 1 -7 -01 qU COMPLETED ADDRESS l u`SO -bn�avvoc I20� OWNERTELEPHONE NO. UI2 -Zga� _L7g7 CONTRACTOR C b� W J&a J l"Q YKit 4-30(0 par nal DESCRIPTION lkl ❑ FOOTING 11 DEMO-FINAL ❑ SEPTIC FI Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADINGIFILLING Vj XOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑WOOD BURNER/FIREPLACE ❑ COMPLAINT ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL r [3 DEMO-SITE [3 SEPTIC INSTALL *�EET YOU, YES_NO COMMENTScy"'�tr�,at G - ✓ort 6�' �I G4 S D��y -' c � �oc.zcQ•e�iih, Iy��srD✓cb�wic . �K��/. �Ir4•Ncc 5 Lu cbt 6Fi W k WS" Awe ,Ootirr� X DIrC 7(- co vc/ 4K-0-S& — RK SATISFACTORY:PROCEED ❑PROJECT COMPLETE Y_ YMORK a PROCEED ❑ISSUE CERTIFICATE OF OCCUPMNCY O O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY �+ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATKk11SSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. call for ere next hmpectlon 24 houm in adnarmw (952) 249-4600 Owom#CoWscWon elle: WMW C"y&W"IxWs FN Comy Copylillift Notley CS at E TIME CITY OF ORONO CALLED IN INSPECTION N TICE SCHEDULED — PERMIT NO. D/ '01q(04' COMPLETED ADDRESS AQ r OWNER TELEPHONE NO. fl�Eboy CONTRACTOR &'O— A�r 'e i' &P��I DESCRIPTION PO a fL W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q [R POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING C ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL Z ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS:7X222,12-ted �✓g /( y.� �P, g L% 4 Y' a. oma�;�., •� a i l Sla C. i n a U .&✓� WO W Q Q 12 2 W W j W "NWORK SATISFACTORYPROCEED ❑ PROJECT COMPLETE cc O CORRECT WORKS PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site: Inspector. _Lz;aa--5, & White Copyllnspector's File Canary CopylSite Notice Q.; DATE TIME 1;CITY OF ORONO CALLED IN INSPECTION hLOTICE SCHEDULED a PERMIT NO. ^D COMP ED ADDRESS �� �dn 0. OWNER ` TELEPHONE CONTRACTOR DESCRIPTION t~y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING C ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT v ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO ti COMMENTS: rte.,% h 4.r' 0 o& rile.,d,&0 y- O W W Q 2 W W cc J W tIIORKSATISFACTORY'PROCEED ❑PROJECT COMPLETE cc ❑CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W QO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN C3 CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 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III III III IV III � p � "�' h 11" II I Illu 111 I I 11 1 I� III w �, I II 111 III li ILI JII 1111_ II Ij 3 I IIWu :VIII I I I�IIIIt-III p1 111 II LI 11 II 11111 up11u w IIII Ip .' a I I11I'll-Jill 1 �I I II lullll l 1 II * 1 $I 111 1111 III a L 0 11 11 11 Il __ III Ill1 1111 X111 1111IIII III I. {% Tull 11 1 pL Ip11 Ilp 111' 24ti- f� 4 R +r F" I { 3M u2j { a E E _$ E A1 a ' m � hh hsQ h 'n �F �3e 9}3 OA 9 s r E z 33"Mfi $ fr �Ih ! §1Rig ��a Charlie AHLERS RESIDENCE §@ gg� 1 rc4MOANv j 1080 ION 6 1C J ��.�Ee _ n 0 C ]I}3.d.Rre.N.,516.356 1 3p3 ppppppY]}}g irnpoy6*MN. 65401 IONC lA[f.NN1 55356 �y. [9II4QaaPY &C� IDE) '1612,333 7246 �= 3 343 663E v.w.<FoMoldcod661Yn.mm to Topo T 1 j I Im �, ,PROPFRTV AHLERS s .�. lir! - � _ -------------------- ___. ____ ___ __ _ _ _______ ___s sv c r 1 OT k Road Orono,MN t I on awa oa , ♦. \ % 1 Ll 4 8 IV _ r r \ -- , r i i RGN .RAro1r=T - ^.,_,r� `� f -R°F'� :: _ •} .. �" 'a f # Fes;* ��'- ''I u.r.: c r � r � IRRRIhp lt1lC 1/16'•1'O' r , r r _ ___________________-------- r RwibR OrR: 309201) EXISTING/DEMO 10.0 COV ER/GENEML NOTES VA WSTNG Cp10fIlOHS/OEMO/EROSICN COMROL 13.0lInLTIIES/GMpNG/OMINAGE L3A lAYq/f/511E ENIARGEMEMS UA NARDCOJFR .S'. MING/LASNnNG UO SECTIONS/ELEVATIONS/OETAI LS - EXISTING/DEMO L1.00 � XA1E:TAS-1'A' � e I r ti� g�888 m 5 �L $�ygG �D B¢ dd3 A3 ws3 Z g A� °0 x 8 9i Kci ;7} � y����� �Yg �� �� sg3•3g%g� � q �s g a 4z ig� v� A•A� °i5$!FA � ���� $33 i g • %—A � e.� \ \ A ~ 3 Rs m- \ �3 p w p r w p •u u # ,/' <QR4 Lp3�g�e e44• S�Y 333 4�C S��O�Ta�2��St• ���� � ��� I � ff ,�}.�" €� • `-€ k �� g� � Uzi �� �° B � � S�, 'w - t �': Ylaa�4 ;Y �3€ d Y q g Y Q��'���� �p' R •�q� 3 i ��: S 3 3 3 �q� Z 4 d 4 ��2� dT � � � I /� v: ---- 8�' g$fg� g3gg•��•�a 3°§s a��� s �Q 3 Y�s �G. Y �� �$� g en R Sa e asYacgs�1Y- $ g- n y ¢ • � sg ' Rp�' ' 1 " zY 31 Ic MJ ilk c \ pl ° s o I �1 �Y$ Y � •gp.. I - ... g.Er v 8 :YY i R s •y'3 SR g3a 48I A g3. fl� Not For Construction r =e000 l � Oil R ■�y1 � .. _ � III �I � �� IW�4 R1�,■��i� -., a GG - ■ EC T ?tea,•. Tj % / �/ a 1■+ �� 3 .:, :. - .;r.. i '� ...:` '.��,='. .moi. .." -� �a:��_.mu r�:: � �'" l�% � ,�1■;u Ilu BY y� M I N N E T Ordinary High Wate O fy ww, IMPERVIOUS COVERAGE CALCULATOINS ow(ft,.— Sec.78-1701.-Tier assignment methodology ` All pxoek that abut a proteoted Gkeshorc or stream shall be plead Mto Rotectlon Tier 1 LOT AREA • dbe primary bulMMB xea is whdNwlNin 250fretdaproteaee lateshatas[ream,the parol 714,648 Sq.ft. to shad$be pLa d Into Protection Ties,1 Sec.78-1700.-Specific tier regulations. • Tit,1parak Mxtlrover shah not exceed 2t5�rttM Mthe gross bl xea. % / /� �% rw Sec.78-1684.-Standard hardcover ecdusions. // �/ 'i' / / _ -- - _ - - - - - - - - a. UndscapiM wlM permeable lining steal not be combered hardcover.AtldltionalN,[he foAowing hardcover items shad$be excluded hom hardcover Walxbm: � �' TOpo b. Roads,tralb,sidewalks,uifitia,and otherhardcover enmedlmeMSlnbnsedfortlle publk's / benefit c. Hrtlaovxencroxhmmb created by Improvements on adjeoent prop tynotovned by the sub)ed / i i ,�e / i� d. Inspd nseswenaoxnmenttne Fvuxe fowgedadl<naoxnln hxtlwyersnad$naxaddea / / `%// to Me overadl MMcwer mundM agalmt the subject lot � / ,' // '// e. The bntl area upon which the enCFOxhmeM resp shad$court towards the overcA lot area/or the w's°u�% subject lot. I. n,bkapM ng wags; g. NaXaMpramith ramps wa pervious surface below,and h. thefirst100squaref-of"erten pair Pxbs6ans"ays or the first 100'axe feet of ded with a minimum onefourthAnch N NI between board,and a pervious sorfece below the deding. TOTAL LOT AREA 71,648 Sq.Ft. MAXIMOM ALLOWABLE IMPERVIOUS sual— 2594119,921—fret) / IMPER �Y—XEN IXSIDEPROPERTY LINES: S---H- 6279 Sq et /% • AHLERS Hardsupe-SbkANadY/Pxb 414Sq. . Ft XaMfope-Drire LM 545A Sq k. HaMwpe-Sport Court 2304 Sq.Fc Hardsnpa-Auto Court 21355q.Ft % / • Is Tobi 16,590 Sq.Ft. -powd SN wal CgveryelmbePmpwty Lina, 16,590 Sq.Ft. Propaed hrcanbge5buet.Cw. 23.25%lander by 1,331 Sq.FL$ 108OTonkawa Road 1( ,7 Orono,MN 'T4✓ IMPERVIOUS COVERAGE KEY: chalk 4 W"w" I anal z3M Aa k sero.au I peAF.RDT SSWI ImMrviaA Nea-Stmdurc 612.iai2N6 Imlxrriau Ama-XRrdsraprrg ■ Impe—Nea-Ttebbisy/5itewadb lot Nee Bourdxla, � — 0 IMPERVIOUS COVERAGE PLAN COVET LA6--1'Q Xwon- NdmRrax no—annxatFa Nwasson.r LL Dalgnad Opalled•El Ag Realred Br. lar Dab: Owlet Rwslwr. Gr111sga1N 1126-•1'0 RraIM Dear: 1091019 IMPERVIOUS COVERAGE PLAN I ..—ER/GENERAL XOIEs LLEXISTINGCONDIrghB/DEMO/EROR CONTROL L1.0UTTLmES/.RscR /DRATNWE L3.0 UYfXIr/srrt ENLARGEMENTS U.0 NAR00DyER L5.0 RANTING/LI61srING L6.0 SECII W6/EIEV ATgNs/DErNLS L4.00 Q c� FIN 4ke TRY V. 19 EFIRPIR SII ��� L ifR IIMI .5 a�iq�i O _ rmy m, q i im 1��� µ ///�I n■�i:i f , ase3 I N N E T O N K A a P // Ordinary High Water=929.4 �: s sip. �• 14 s ,c � 1 T i a ' r � ,ems� ��•'�/ /1i>J/I ;�■Y� �'1®,�'■■■■� � s, �c v��. m.,.tis � 1f �' ;,. �''�j�S� 1' U,I�J ■■—�� 1 ■ � �t ''a �<� s Y I i - FME; 004 OWN 1=1 am � - � 4„^� v-.-._'*•, � �3[' ;.e.".� � ®6 IO®■iY�I'�:�� `�j.�;.=w��1:■�■ I,�M 4 sv4"' L 7 1ij� 1♦ � r L A K E M I s .: .-�, _.,t ,. q I II/� i. a •1 Ordinary r � , �•9 -M, ♦ f fir\ \)Wv \)Wil •i21.� Y 3 t` s�� �-� 1•Y\ � a �, � '� +, `, 111•,., ; �F 4 is h :.+."rev •y L_�.,g:$ - � r +a jP. a r ' r^ �r 6lz �.a Qt r i 4 sr. ���� ��;�'s � ryas. j, @• iffil '� y •�A '�` q � mill 31 � -_�'� II i i,i�iri'�e�a i \ � ��r•�����°�-`�i� '' r �xdY 14„ t • 1 �• n d z }— = m D s n O rn m- nz A D F ~ DESIGN CODES'. 1. NTERNATAINL RESIOENTMLCVDE(IRCt. Gw�ErgxLED WYBER. TABLET 2jAMERME t A BTAE a YN AYEIDMEFRS. . ICM280GETV CFGV0.ENOIF1EERa(ABCE1 srAlOARD 1-18. 1. CONfRACfaR SNN1 PROTECT AIL WOOD FROd1CTS FROM WMAGE FOEWFIEDOEOTECNNICAL SPECIAL NBPEC714M MNIMUM DEBxN LOADBFOrarE(1408 MIDTIER 8TRUCTUI2ES. AND MGBfURE DUfiNG BTORIDE MID INSTALLATKJN. SYSipaa aMl6eAL MSPYCTDN 3. AAV3BCw1 CONCRETE NBTIME(AG)31!]3:BUIIDNO CODE 2. ALL WOOD FROGICT99HMLCOMPLV WTM PB 20. REWREIIENTS FOR SIitUC]LNALCONGtETE. 3. LUY6ER FROM OID GROWTH Ib NpT PER4RTED 4. AIIFACM RJSTIME 68fEEL WFSTRIICTIM(MSCI.13TH EDRNIN. <. LUMIMRBERNCONTACT WIINCCNCRETE SIIIIl BE PRE-TREATED C411YIIMN 5. AYERgM FGEBTa PAPER A880CMTxN IAFPN/AYERIGMI WOOD LUMBER COUNCLL(ANVT'.VAOW DE8N3H PACKAGE. 5. INBTALLBTRUCTURAL YEMBERB FULL LENGTH WIIIgIFT BRICEb UNLESS SPECKICALLY NO!®OTIERVABE pl gAN3. aEOTECMeCK I1M1EHlnAigNe aEOTEf GV.INVEafgATgNeINLINCLWEI]BBOF BFEWLINSPECM1ON UATERNG AB Mr®NTnMES KTHE DEsxal LOMB: B. a3loeTpLAr OOUBLE.1oBT HFIDERe Ar FLOM ANDGELIND ilme LNELOADa: OPEMNDB AFOIeABi WALLOW PMRITIONB TWIT ARE PARALLEL TO tE 111 REBIDQJTIAL ONE AFD TVA FAY0.V ONELLNOS APSE FLOOR JDxffS. VI3IMYPYT60ALSBELO %M_ TAME - ____ 11.ROOF 211 PSF J. FRAYE NBLLLOPB4NG8 N1THA MNIYUY 6lwq 8TUD3 ATEMH AQOUATETO IGIIEVETME 170.e x(d rvTEOWlEOR4CALEF4N®t ------- 12 2. DEM LAMB: JAMB SUPPORT HEAOERe ON CRIPPLE 8RA8 CESMN eENaNO WACITY ---- 21. ROOF. B. FACADE OONTWUpU921NWNK BLOCKNtO PLOHG HORIZONTAL VB11R ElfGVATg14SARE F%TEnI®t0 ` 21l.TATTON910RDOEFTRU98 10 PeF JORftBOF VERTICAL BHEATWNO Ar AEOR WMLS. F�o®IH RD HAVE RHCTI®FwdBi ire x - - 212. TOPCHORD OF ROOF TRIS-___LIPSF__ 9. P1I FASTEFEN931N11 BE GMVM�D. V 22. FLOOR: -_---- -- -- --------- P(RFOp1 CLABBFpTxNAFAlEBTNOOF 22.2 BOROM CIIORDOF FLOOR TRUSSES toPBF ENGWEERE6LDMSER:------------------ CGMKTEOF4I WTEPoAI9 1 x TEBTNO6CONPACTED FlLL MATMtIALe Taff TAMER 22.2 TOPCHORD OF FLOOR TRUSSES 10 WCrIP.) M PSF(TILEI 1. CONTRALTM AVII PROTECTALLNOOD PROGIGTS FROM DAMAGE-_------ ---___ 180.81 3. bNOWLOADB: RS SPF(GRM� 2. ALL NOCD PRODIAT881M11 CONRY WITH P3 A� VetlFY INEOFPIOPEIew GIRVN PLAfE1B2T _--------__ rvT1E 0 ENAN®l 3t. GRGRA SNOW.PB 50 PSF 3. LUMBER FROM OLDMGMHMFAT PERMITTED. aFmYPMI®FlLL AIDNAF/LTgN ---- 32. FUT ROOF 8NOWLOM,% 3a P8F 0. ALL LUMBERNGONTACT WRNCCNCREIEBHML aE PRE-TREATED PRKKt TOPUALeA02TOF LUMPACTEDRLL TIKE _----- ---__-- 34. . IMPORTANCE FACTM,M 10 LUMBER. CS9ERVE8108MCE ANO VEnFVTWi SBE 1]0.e - _ 3S. El)0'((91REFMTOR,G 10 s. NSTALL STRlATU1AL MEYBEi18 FlLL LENOM NATI(G/f BPll�B x -- -- -- -- 38. TIERYAL FACTOR,O 10 UNESB SPECFICMLY FqF®OTHERNIBE ON PLANSeffHFRF➢M®PROPERLY. J). BLOF ACfOR.G 8. CONBTRI1Cf DOUBLE JOIST HEMH1a AT FL00R M1DCEa1ND TABLE --- - -- -- - -- ---- 3Y1 ON2MTO 7A2JAZ I® t0 CFENNDSAND UNDER WALLSRID PARTITIONSTIMT ARE PARALLEL RPAUBSTRIICTURAL SPECIAL WBPECTIONB --- ---- -- -- 3]2.2 12H2 3]3 1TM2 03B ]. FRAME WML WEwAe V.1M AMNIYUN OF1W08nxl8 AT EACH S'rSTBIa IMT6UAl WSFFOTATI ------- ________ <. WRJD LOMB: JAMA 3UPFMTIEADERB Gi CRPME BtiG 4.1. MVrFRB WND FRES6LRE. B. PROWOE CONT1M701193NOMNAL BLOCgFA KOFx3HMQONTAL xgccce cooBar eTAlmARo ISWI1xr AS/MIW _ 0.1.1. WALL B4T ZpE(TRMJA LONG) 23.W/1T<Paf JONIS OF VERfM.AL9IEATHNG AT SHEMWMlB � a Ga°a^upls 11.2 WALL BD ZOFE(TRANbJ LOFAI 2B.SPSF/2a.2PBF I, ALL FA8TEF1ET288HALL W OALVAND:ED 11.3 ROOF:P!(.ZOFE 177- FASISGTOAS 41I ROOF:ENDZOFE 222 PSF SNOPFABRKATEDNTODTRU89E8'. FAMBf TpFa 1)0123 i BPEpAL11 IXINRWURiq FOR 31M1CIU11K LWDeFMN0.LEMBD04q AeB9HI�FIBMCAT®dITHE iRpxeO 12. CCMPONF32T68 ClIDGNG WILD PRESSURE. OFAFABRR:ATG889NOP. 42.1. ZONES 2B.]P8F/ BPbF 1. DE8pN.FABRMAIE AND WSTMLVAODTRU89E9 NAOLURDNICE 1)01.2St TEBPEULIIpE Tgt&YlL VE1eFYTMTMEFI98CATORMVMNNe OEf MFIHBCAnONAWOUNRYODMR0. 4.3. ULTIMATEWNDBPEED.W,I 115MPH LMTII M, PM1CCEDUAE9 ANp8NMLPEWEWFOR COWBEIlEBBAW ARGMLYRELATVEtOTHECOOE RB]UIN9B2T. NOMINALNWO BG®.VxB %YFft 2. WVOD TRU8BE8.A880GATEDOONNECfIONa.AFO PEAYMIEIR 45 IYPORTMJCE fACTM 10 131W SHALLBEDEe WARED1STERED PRCFEBBIONAL 1]01.252 6FEC1K INeiBIpNB 3re[CIION I]06IAE NOT REo1.e®W4BElHE WORN MOOFE ONTIE RiD.e6E80FA 4e. RISI(GTECARY BRMNG SWYL BE DESpN®BTA REORRERED PROFEBBIONAL FANMwiatRWN16i®Mn lsFxovEOTO FERFoiN aIAIVDRNMnHWTBFFCIAL w9PKlglalmtoVALBHNL3E6�� 4]. E)ffO81FE GT!2 M C EIK3NEERNMESTATEIN VMRYITHEPROJECTMLOGIED U,AON REMEWOf TEFNROATGib VABiiEN PROCEDURIL A3AOWMJT3'CONTROL YANWIeAM PMIIODC AUtlntg6 48. NiETMAL PRE88URE COEFFAIEM N-018 3. COHmACTM SHALL 8UB4R DESIGN CrLLGAATION3 ND SHOP --.A----ATWIE1El10NOFFAABCATgRTHE 5. aM.mc LOA W' plAM1NGS FCR fLL 1M]WTRU88E8 CALCUAIDNB MIDBHOP PEpFOgIEDNKCORDVI�wINtHEAPNroVED TECON6iRUCfpNAM£ aIHE MALowo KRCW SIATNO TNT1HEwORIt VPB b2 BMeMIC OESMN NOr REOURED PER 2115 MBBC t30.ODit.bUBPARMAP114 DTIAWN08INTB SEAIEDry ARE01STERm PROPEHlW ENGNEERNGIN TIE STATE W111Gt THE PROJECT IB LOCATED AIATEROLL FAOPETtTEB: 4. WOOD TRUSSES AIMLHOTff ILIEREDNTHE FIBDNATIIWT OOIIDIE7P• 2 CONIXiE1E PROPERTEB,28-0AV COMPRE93NE 9TREFATN: NRRTEN APADVAL FROM TILE REGISTERED PROFE88ANALEWNEER IM II�ALLIDN TAX-. 3.0.e.Me12T.1.9 x(d 8PE4lAl B!®STANBAWIYTOANCH0R PP000CI NAME IYFE AM OI11EN40NBROLE gLBNONfl LV e1PUANCENRNORII O 1. EMFRARBIABW-- 4.-MI NESNNSIME FOR TIE OESIW OFTHETN188E8 art BEUA1BBlI8, OFTHEHp1EA7D ANPAR.AOIIEBVE FxPBMTgN MIE ANCTgRIACHONE IN8TAL1A170N. N 2. INTERIOR SLAB G4 MADE 4033 P61 5. WNTRACTM ORESNNeIBLEFM TEMPORARY BiACN4G OF THE Mx1gRB®ABR.AMTgMB4HOTORQUE 3. FOUAATANYPLL8PFA8a FOOTNGS 3,Oro P61 TRU68E8 MR-NSTALIATRx4 PR®TIE.691q 1M69 MH0.8S i TOU3t4iFe ANDRA4'CROW PUCFIEIR FFR AG 75', K RERFORGNO PROP6RIE8: STRUORRtAI STEEL: PLACB.tAIT 101 12 M3t0.].1.).T ON1kCTxN6fMNfORCEMENT�Ap]] REViORGF10BAR8 80 KA 2 WELDS.MFA l BBR81 1. ERECTS]R11CnAUL81EELINWMPUANCEWRNM3C`CARE OF � x� � R 1M3 -1-2.4x eTANOIRD PRACTICE FM M.BUxDNGB MID BRNxEB• 101 SIRUCTURIL STEEL PROPERTIES: 2. W NOT FEID CUT dA KTER STRUCTURAL MEMS MaT1AUT 1-2 1. ANGEb.CHANNELS.a PLATES 38 MA APPROVAL Oi ENGNEERMRCHRECT. 2. WSHAPESAFDTEEB W,O 3. ALL W8fX3NOTMDM.ATEDONPLAN83H MAMNNUY TFILLET 9. Ha88HAPE8 ARS, NEED 4CO14rnE1E PIAcB.erT . HIGHSTRENTTN`0.TS,NUTSa WAA8Ns 1241- 4. PROVIDE MOVTBETWEEN COLUMN BASE PLATER AFD CONCRETE tm63 5. IEAO®MIGgR RO03 5B K41 3URFACF9. WHOETOpgTGAETEgpINa TNlF AO 9t8Sttb t9 xld S. A1IAM FGt ERECTION LOMB,AWPROVDESUFFIGMITMNPORORY MOOD PROPERTEB'. BRMNO TO YAWTAN 31PUCRxtE IN SAFE COFDRION,PLUMS MD IN 10.41) 1. PRE9&1RETREATWMEMWRa S.PNEN0.2 TRIS ILMWMEM UITLLCOMPLETION OF ERECTION MID INSTALLATION VBINGTxNdf FORMAONK 1TA8LE i(d 8PE0NNBPBCIgHe MPLYTOBNA IE TONANDPMERM01190FnEWNLTIETEMEIMRMNGIpO.1FD 2. MAIDU RDWIMK MLUMBER SW NO2 OF PERMAFEM WR _ W 3. LAMMATED STRAND LUMBER LSL STEL ~ 3.1. .FA I-MI 32 MOG1LU80FELASTCRY.E 1.30 Rel MATEm veALATa4aFDNLCTURII ABIMro x cENT,FgAALLTFs aEPORTe 4. LAMVNTEDVENEEREDLUMSIM LVL A� AeN STAMAIL3 41. FLExINALSTWW.N 2eB3 f61 pec 1l 4.2. MOOIUM OF ElA8TICITY,E 1,BOO K81 6 S. PMMIFLSTRAND WYBER,PBL 5.1. RDBNALSTREBB,FV 21 52. MOGAU80FEIASNGTV.E I'M KSI ARC 3e0M5.3 r SOILS AFD FGADATDN9T-1-2 x ACTtx>6[6oENnFIEOTEST RI3A2Rra HMP SINDAR®sPMkIED wiEAK erAFAARm 11E FOUNDATION HAE BEEN .41 AS PFR12P M DFGt IN R6 4MLOAwMESGLffARBA rroinEAFmovEp W+BmuCnON ooctxlBlTa RCLM PREeNEOF']�PBF IRC INSTABLE R401AND l9G8 NEB8GL8URVEY GAS6 Y9DBlEBBTWHOR -1-2AYb DI.t x AU WMDea4tAUY wWSP[Et.:TEO PMI/AMS G.t eB _ NMLCRMH•8088 AOEOTEQitIGLENGNEER ANLL VERFY 800.CONDR,M MID EovlLm Mte' 86T . FRoxx:r xIN OESKN ABBUMPTIONS PRMxi NCONSTRUCTIOFI. WTE18IL veaFxATxNKRMIFOR4N0 -1M.2 M31M]S2 x CERTIFlEO MLL TEN R@ORTB 1412617174 1. CONTRACTOR SHALL PROVIDE TEYNRARY A(MIIAMREOUIRED TO 1708221] AWHD14 COLwLY MIM 09M BrAIDAlDB. 2. FROTEcr tArroM aF ExCAVATA148 AND 8GLAD4CE1JTTO IND BEIEAM wElnw SerFwaHo slEe.N YGAFaR TABLE 11A.: K1 x6302 x AurAB.caWMwLr wsaEcrEO F4RAWaD1ATs 10!06@017 FGNGTION FROM FREEDND IR'' IT 4 3. CONTRACTOR BRE8NF261BLE FM DEWAIERNGfGxDATION DURING FlC.7,110NK FRAME JpHT OETMB AAE 1706. AIBC>m IN.1 i(U CONSTRWTAN.FROTECf ARLB BELGY FGIWATAN 8 BJBdNG FROM BECOMNO wnUDw McAai wLoowoNEHr SATURATED OIMINO CplS1RULTION. LOGTIONB.BRACNO.NIDe11FFENEfO TI014OF ANOICR BOLTS AMC)q F0.2 • MAMFACTLR9f84ifTREDT�TR®ONTB '. AIDTIREID®ACOS RBC]LAA 1. ALL FOOTNGS SHALL BE CEMB2ED UNDER WALLS AND PIEA9 UFAE98 A��� O111E1NABE NOTED. T ' 2. DOAEl3.SAYE SITE AND SPICING AS VERTAAl BARS SHALL BE PLACED IN ALL INJCllA�6 FOOTBKd UtaESBOTHERVABE NOTED. VM7VrIAL WBDaI INDKBDNO n1�EOTOR 17022, x OF WALIFlCAIgN CAIpB 3. CONCRETE REIIFORCFAAIAII BE DETARED AB PER THE CR6I YANIIAI OF oVALIFlCArp10 STANDARD PRALTgE. MOOD 1. OONCRETE COYER MILL BE PFIOWDED N FOLLGVB. 4.1. !XlliCAEIE CAST MANBT MD PHtYANENRY EJlNBM TO FARM 314 iABOCATION OF(NFFABRCA]®81MUCRMK 1]065 x RFFHtMNMTitION OF FABRgATOX 42. CONl2iETEEIffOBEDTOEMIHORWEATIER: 6 421. FID S BAR M01 WIRE,AND SMALLER 1-12,14 TABLES 422 F10 eeMt THRGX3H 140.18 BAR 2,14 4.3. CO FARETENOTEKNSEDTOV"M M IN CONTMT VATHMOUD. REOLIRED TESTWO e5T SPECIAL NBPECTWNe 4.3.1. FA.II BAR AID BNN113t 3MN SUM WTBU1IL TESND 432 140.14 AFO FD to BM 1-1n IN 4.33 ND.I4--1B BAR 1-1n IN Mcl%10E pO0Ea0.1AMCAlA AOIAANS 5. �NCAETE bHALLBE PROTECTED FROM FREEZNO pxtNOCMSTRUCT,M. �� ��E tiM4M e. CONG2ETE bHALLFAT BE PL.PGEDM8ATUtAtEO aR FRp2EN 800. ]. WATER 311ALLTIOT BE NOOEDTO TIE CONCPEIEWbRE. Dl)1LCIYSCAL B. REIFFMGFD 9IULL BE FREE6 LOOSE RUST PTA MLL SONE,EARM,x'E.OND Lem OMER FOREIGN MATERLLLb THAT NOIAD REDWE BOND TO CONCRETE. TEHfIFq PM20®TH21xCMRMCRT 8 CONCRETE CONTRACTOR 91414E COCRGNATE LOGTKRI aF EMBEDDED DEY8ry OTHER GBCIPLME8 WITH GEFERAL COMRPCTM. FILL INALACEOFNMry FAEMR9l 170.e xld rvTMEGEDTEOOaCK ENNF6:Ht 10 DO NDTRmAN,PLL TGIG411P M REPLACE E%N]eEDCONCRETE NR11G7T �� ENGNEER7MCHRECT AFfROVK. MATERVL VBaFlCAT014 ALES GA88Rc,3TI0N AND Yld rvTHE OfiOTEOxCK BGK-1St A EL 8 CONCASI! AT TEnMEiRtl1,0OHCR8EI88RRIDT0 TAME Ctn A AAIN.tTE--A1TV.E-COHCRkt7E.- FABRKA]E BFEgA80F0R STItING11 TE6ia 110.3 ARYC31 ,1816/St70F WNLTElE OR 1EeBTHN1oNLE FON GfM 150YDe of WHCREIE OR IEse T1AN OFx£ F8MOH1euKAHDNR CONte2TTEBT4 AO ate:Se.S.e E=MMFT30f ax6ACEMEA FOR aLAeawMa ONCE FAOt6HFT FROM INPIFLE NORtp]FMIITEDF48NA Aro OETMYHEIHE1BEBiF,TURE6TIE ONESPELtMENFOR EI616TICl9crNN8'PRECONBIRUCnON TEAeAa REauREDPeI TIE AYDINOOFFlCIK.• NIICRDE coFnleresTReAM AerA1a x ,lms mwrereetuw TI x cdKNEIENN OOn7BF7 1RSJ ALM CtT x COKRETETMFMUTURE ABM ctml x A I IERBT/CERTIFY TINT TN5 PEW.SPKIRCMTON,O0. IEPOrtf wA9 REAR®rvM[OR utaR0.Mr YRK'T SUPERVI510FI AIA THAT I AM A WLY IICEl66<D PMFBSANK �- a4rAHmI IRtBeR TIE LAMS Df TIE STATE O AaHNF50TA NAAE:CARIE MOIMJB DATC 10.117 IJC@6E P.46olt Oct 08,2017-4:46pm-P:\Pdvate\MN\City\Long Lake\1412817174\CADD\SIruct\1412817174_general notes.dwg m kU 1017 ----------- ------ -------------------------------------------------------- ------------------ ----------------------- ----------- -I - ------- -------- ------- ------------- -------------------------------- ------- ------ ------------------ ---------- ---------------------------- ------------ Ira ry -------------------- - -------------- I In ------------ R E -------------------- ---------------- V4 -4---f------- ---- + ----------- --------------------------- ------ ---------- -_7 -----------------------------d -- ------- ----- ------- -------------------- ---- -------- tisY -------------------- 17 : ---------------- Q. 77"". ----------- ---------- ---------- ----------- ------ ------- ------------------------- ------------ ------------------------- ----------------- -------------------- ------ ------- ------------ -- ------------------- ------- --------- g g 2 g E2 27 1E r I q'i c. to Q 2 c' IL AHLERS RESIDENCE Charlie 8C2MPANY 217 314�—N..S,..—L 356 INH (PN) 1612,33-216 CL2 LONG LAKE,MN 5535. a I I I fi 4 l — W.ZT 7A ------------------ FD QA.w ,awxoII II I I s _ aae aaa. _1 z Aa iiia iir M qa,o i.wern EDI mazo 3 v i 4 a 48 4B 48 ^D 9 5i d€ 5 Ifi ds d€ � � lwmie y v F i5 f6 �55 gg — — — — — ; — : q ms:r> 3� Q 8II A P 22 a 'z 999II �T � D • E - 9 2 T i q rD a a 8D mv,o ra a ia„ae.. q a N 8 I H i � � I �D b55b99 E Imp a� P # � 3 I I I a I I I NO. DATE REVISION V A T I � I . a o -- — — — — a g 4 4 D s I I ie I g S e g�g I g I a I I I I I I I I a I g � N lCil � I Oft! I�N 1 s1 r e: R I� J� I I I I a Ir I •� I - I I \ I / I1----11 Il----1— ---L----L r ----------I r---1 I----I r--- --- - -------1 J r— -I L---' \ — — 2 -------------- =---------- ------- --, r------ , —------j --- r r---- -- «. I -- I Ii a yy NO. DATE REN&ON V A po rm v Topo landscape architecture /landscape construction 530 N 3rd St, Ste 401 Minneapolis, Minnesota 55401 ph: 612.929.2049 1080 Tonkawa Road Orono, MN ARCHITECT Charlie & Co Design 212 3rd Ave N. Suite 356 Minneapolis, MN 55401 612.333.2246 "�l I•� 1 I HEREBY CERTIFY THATTHIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: REG. NO fi�.:,l TI10Rl�t�,l�lOt Designed By: SR Drafted Bv: AB Reviewed By: Issue Date: Owner Review: Drawing Scale: 1/16" = V- 0" Revision Date: 11.29.2017 PLANTING / LIGHTING PLAN OVERALL 1-0.0 COVER/ GENERAL NOTES L1.0 EXISTING CONDITIONS/DEMO/EROSION CONTROL 1-2.0 UTILITIES / GRADING / DRAINAGE L3.0 LAYOUT/ SITE ENLARGEMENTS L4.0 HARDCOVER L5.0 PLANTING / LIGHTING L6.0 SECTIONS / ELEVATIONS / DETAILS