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HomeMy WebLinkAbout2018-00103 - garage detached CITY OF ORONO *11 I 0 I I I I I 0 I 0 I I I 0 3 II* 2750 KELLEY PARKWAY DATE ISSUED: 02/15/2018 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 540 BIG ISLAND PIN : 22-117-23-42-0001 LEGAL DESC : KATE B PLUMMERS SUBD KITCHELS : LOT 000 BLOCK 000 PERMIT TYPE : ACCESSORY STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : GARAGE-DETACHED VALUATION : $ 30,000.00 NOTE: SEPARATE PERMITS REQUIRED: ELECTRICAL(STATE) GARAGE PERMIT APPLICANT PERMIT FEE SCHEDULE 490.12 STATE SURCHARGE(VALUATION) 15.00 WISCHMEIER, SHAWN AFTER-THE-FACT FEE 490.12 2851 WASHTA BAY ROAD EXCELSIOR,MN 55331- TOTAL 995.24 Payment(s) CHECK 1269 995.24 OWNER WISCHMEIER,SHAWN 2851 WASHTA BAY ROAD EXCELSIOR,MN 55331- 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. /-- \c t 1 r— ' / a2 .Sl/ Applicant Permitee Signature Date Isse,:y Signature Date Ps-Fit OD'(Q(1/1 CITY OF ORONO -\kms BUILDING PERMIT APPLICATION fAcr i 1:4e-/ FOR NEW STRUCTURES OR ADDITIONS Q % 0 Mailing Address: Permit number: c201p—00 PO Box 66 O Crystal Bay, MN 55323-0066, Date received: 1 Zi7 Received by: i A ,, Street Address: (. s� G� 2750 Kelley Parkway?/ �lo Plan review fee: .v 3/? 57 `4kfs 110' Orono, MN 55356 ��I h �o(F cO/041 Main: 952-249-4600 Total Fee: Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be subnd. _ Incomplete applications will be returned. (Please print) -WC ICI 5j, 7.1I* GENERAL INFORMATION: Job Site Address: r_5`-‘ (-3 lc) tL...D , c,2 c- ,.tiv 5 5 - I Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes 14 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: -F(gw ., wX-rliv\e-t .'�. State License# Expiration Date: Phone: (cell) ' ti\ct) (Ay �;5 4. V (office) (_`‘cL) ZZ; sI IC.) Mailing Address: 2 .;k L,,, Pr-,t-t--i-A C;.'-i•--( e_.0 City: Ex c_u_skc2 ZIP: Ss-3 3 Contact Person: Applicant is: Contractor / (Homeown (circle one) Email and/or Fax: PROPERTY OWNER INFORMATION: Name: S}1.' .s wSc..t-tME_ Z Phone(day): Ccl (-1y - r,?,`is,`+ Address: zt, ‘ c.,�,ri\:,++-rA 3,^i-r iyo City: Evcec,-,t., ZIP: --�3 31 Email and/or Fax ---s,,�,.;', c\,(Y\ e N Q-4- Cy,n.4.;,\. c . ARCHITECT/ENGINEER INFORMATION: Name: AN E >:., LLA c;-.-c- ,,&E u_.c cc c)Q-5 k.L%.,S , L_L-c_, Phone(day): L"1-e L) 7 1 c.:'-65 Address: 9 �-,2. V.tit( __E 5 City:,n,is.i.,E:A;>(.,:_-s ZIP: C c --t x9 Email and/or Fax: ,,\ k X11`,0 ti" 9 4 L +,.,,,-,\, c_,,„ PROJECT INFORMATION: Description of project: C; c‘ Acs E ADOC M c, 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply ❑ New Construction ❑ Single Family with ®Accessory Bldg./Garage ❑Addition attached garage ❑ Deck ❑ Public Sewer ®Accessory Building Z Single Family with ❑ Office/Commercial ❑ Relocation detached garage ❑ Residence © 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 'Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) ❑ Other(specify) 15320 Minnetonka Blvd Minnetonka, MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.org Estimated Construction Valuation (excluding land) $ =;Ls i o c:c> Last Updated: January 2016 STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) a. Length(ft.)= G.— Number of bedrooms= " tia 2. Occupancy: L' b.Width(ft.)= 1 , Number of garage stalls: � A, 3. Occupant Load: Areas in square feet Attached= c. Basement= Detached= o ' 4. Type of Construction: d. 1st Story = ',V-1 Sctc e. 2nd Story= 5. Code Edition: f. '/2 Story = -3 O-1 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 ) , ;ass 4f":0,(1. ❑ Plan Review Fee ❑ Completed Application Form l ❑ Proposed Building Plans-2 full size sets,to scale and 1 reduced 11 x 17 or 8%x 11 set ❑ L] Minnesota State Energy Code Calculations and Mechanical Code Requirements l' ❑ Survey—2 full size, to scale(meeting ALL survey requirements) ts[' 0 Hardcover Calculations ❑ 0 Septic System Certification O Minnehaha Creek Watershed District(MCWD) Permit or Documentation from MCWD stating no permit is required ❑ ® Landscape Walls and/or Retaining Wall Plans ❑ ® Stormwater Pollution Prevention Plan(SWPPP) O ® Access Permit ❑ l8' 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: Qz c Z.c Owner's Signature: Date: Last Updated: January 2016 r'ANNEU 1 /4O CITY OF ORONO RESOLUTION OF THE CITY COUNCIL y� E, NO. 6820 l. ESHOv-v 10. "The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant." The owners have ample area to construct a conforming accessory building, meeting the 10 foot separation, demonstrating reasonable use. This criterion is not met. 11. "The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter." The Garage, although could be constructed in a conforming location the proposed variances are proposed to avoid increased visibility of the building from the lake which protects against the appearance of uncharacteristic bulk and mass. This criterion is met. 12. "The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty." The requested variance allows preservation of the natural treed view of the Property from the lake and would not be for the sole convenience of the Applicants. This criterion is met. CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings,the Orono City Council hereby grants after- the-fact variances to Orono Municipal Zoning Code Sections 78-570(5) and 78-1438 to allow construction of a Garage 6.7 feet from the principal structure where a 10-foot separation is required; subject to the following conditions: 1. Council approval is based on the entire record, above Findings. 2. Council approval is based on the survey dated 11/01/17 by Gronberg and Associates and the building plan sketches submitted by the Applicants and annotated by City staff, attached to this Resolution as Exhibits A & B. Any amendments to the plans which are not in conformity with City codes may require further Planning Commission and City Council review. 3. Approval of the variances is conditioned upon submittal of a complete after-the-fact building permit application including plans and specifications to demonstrate compliance with the applicable Building Construction and Fire Codes, as well as a double after-the- fact permit fee within 90 days from variance approval (March 11, 2018). 4. Any amendments to the plans which are not in conformity with City codes may require further Planning Commission and City Council review. 4 PLAN, [, REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONhhS��, Address: 540 15 1tS(.Qtrt6--1 Permit No.: 2j -OD w Description of work: (3iS!'�"� - rU1, Date Recd: '& '1 Septic review by: Date Approved: Zoning review by: itkc'eS4r1N---- Date Approved: 2. . 1 L ' t r 67Building review by: C)5 -1, Date Approved: Z./i Z// 3 Grading review by: l rn eJInil tS I OM Date Approved: 2.• a ( y Zoning District: I`5 Zoning File#: 11 -3q KC) Resolution? Yes gReso#: CA2-0 Reso Date: IL (•17 Signed: Yes No Resolution/ NA Zoning: Lot Area: .52.. SF/AC Width: Structural Coverage: SF % Survey Submitted: fices D No Date of Survey: I•'7' t 0 Revised date(?): Landscape plan submitted? D Yes Landscaper: D No/ None proposed Proposed Fj.edt(Lake) (Street) ( N S 43)W ) ( N S E W ) Other Buildings Wetland Si• Side JO WI KW-, 2-`"f-` 2-L4 3 ' — (P.1 Building Height Analysis: Distance Between First Floor and defined Top of Roof* (See "building height" (a) I definition): First Floor Elevation (from building plans): (b) Highest Existing ground level (per survey) or 10' above lowest ground level, (c) whichever is lower: Difference between (b) and (c)*: (d) 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) Average Lakeshore Setback Shoreland District MCWD Permit BluffMet? Yes D No Permit Number: 0 Yes 0 No N/A 0 Yes l/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) 1146°70r Yes 0 No 0 Yes o AP 2 3 4 5 Z!(Dct sr A (s) Type(s): ,5hu "K- ad ► k_. Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Fees to be Charged YES iwo Plan Review State Surcharge Investigation Fee (/ 5'ams7e, 4; g,-1,/ 4,0 SAC—Number of SAC Units Other(specify) r Square Footage $ per Square Footage Basement• X = $ 1St Floor X = $ 2nd Floor X = $ • Garage X = $ Estimated Construction Value: $ Lv QUO Orono Inspections Required Work Requiring Separate Permits ❑ Footing 0 Site 0 Plumbing 0 Grading/Filling ❑ Poured Wall 0 Silt Fence/Erosion Control 0 Mechanical 0 Fire O Foundation Survey 0 Hardcover Removal 0 Fireplace 0 Water Connection O Framing 0 Other(specify) 0 Masonry 0 Sewer Connection O Waterproofing/Drain tile 0 Mfg. 0 Lawn Irrigation ❑ Foundation Waterproofing 0 Other(specify) 0 Landscaping Framing 0 Septic rt Insulation • z❑ As-Built Survey ? `Final 0 Lathe Required State Permits O Other(specify) �/� 0 Well Electrical REMARKS (in-house): /`9®7`-/'1 1 /!/l y Q'(1l /J9U� OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: ❑ See Builder Acknowledgement Form ❑ Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Christine Mattson From: Adam Edwards Sent: Friday, February 09, 2018 12:33 PM To: Christine Mattson Subject: RE: 540 Big Island/#2018-00103 Chris, Stamped approved for structure. Adam From:Christine Mattson Sent:Thursday, February 08, 2018 2:23 PM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 540 Big Island/#2018-00103 Adam, We received a building permit application for an accessory structure that was constructed without a building permit and which required a variance for a 6.7' structure to structure setback where 10' is required. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono ! MN 55356(physical address) PO Box 66 ? Crystal Bay a MN i 55323-0066 (mailing address) '? 952.249.4620 I g 952.249.4616 cmattson@ci.orono.mn.us g www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm OUR OFFICE WILL BE CLOSED: Monday, February 19, 2018 1 Christine Mattson From: Shawn Wischmeier <swischmeier@gmail.com> Sent: Friday,January 05, 2018 1:56 PM To: Melanie Curtis Cc: Christine Mattson; Laura Oakden; Roger Peitso Subject: Re: 540 Big Island Got it, thanks. Have a good weekend. On Fri, Jan 5, 2018 at 1:52 PM, Melanie Curtis <MCurtis@ci.orono.mn.us> wrote: The Minnehaha Creek Watershed District (MCWD) permits rip-rap and shoreline work. I'm not sure if there are dimensional limitations to the size of the rip-rap rock. If the extent of the shoreline work is only rip-rap, and it doesn't extend above the OHWL beyond their permitting threshold you only need a permit from them. Melanie Curtis S'952.249.4627 ®mcurtis@ci.orono.mn.us From:Shawn Wischmeier [mailto:swischmeier@gmail.com] Sent: Friday,January 05, 2018 12:31 PM To: Melanie Curtis <MCurtis@ci.orono.mn.us> Cc: Christine Mattson<CMattson@ci.orono.mn.us>; Laura Oakden <loakden@ci.orono.mn.us>; Roger Peitso <rpeitso@ci.orono.mn.us> Subject: Re: 540 Big Island One more question. I would like to replace some of the rock along the shoreline next summer. There is already rip-rap in place all along the shore. I would like, however, to replace a small section of it with flat stone as opposed to the round boulders currently being used. So nothing changing other than making it a flat, angled rock surface so that we can more easily get into/out of the water. Is this something that needs to be noted on a permit or am I cleared to move ahead because there is already existing rip-rap in place? On Jan 4, 2018, at 3:40 PM, Melanie Curtis <MCurtis@ci.orono.mn.us>wrote: 1 I think this sounds reasonable, Shawn. Melanie Curtis St 952.249.4627 ®mcurtisPci.orono.mn.us From: Shawn Wischmeier [mailto:swischmeier@gmail.com] Sent:Wednesday,January 03, 2018 5:04 PM To: Melanie Curtis<MCurtis@ci.orono.mn.us> Cc: Christine Mattson<CMattson@ci.orono.mn.us>; Laura Oakden <loakden@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: Re: 540 Big Island All, Pursuant to Melanie's and Roger's comments. Here is my plan: 1) To file separate permit applications for the "garage" and "retaining wall, paver patio, and stairs." Since engineering will be required for the latter, don't want to confuse any of that with the garage application, which I hope to be more straightforward and which is more time sensitive. 2) I have an architect hired to create the garage drawings as specified. Will be worked on mid to late next week. 3) I have reached out to the surveyor (Mark Gronberg). He has agreed to update the survey with the correct garage information and the retaining wall, patio, and stairs. I will make sure to adhere to the 75ft setback, only have one set of stairs going down to the water, and clearly mark the location of the dock area. I will be able to use this same survey for both permit applications as the single survey will have the required information for both applications. 2 4) I am working with an engineer to get technical drawings/design for the retaining wall since a portion of it will start around 8 feet and taper down to only a couple feet. This information will be provided as required on the permit application. All of this should take a couple weeks to finish/procure. I will then come in person to the office and file both permit applications. If you see any obvious faults with my logic, would appreciate comments. If not, see you in a couple weeks with both applications in hand. Shawn On Tue, Jan 2, 2018 at 10:53 AM, Melanie Curtis<MCurtis@ci.orono.mn.us>wrote: Shawn In reviewing the hand drawn plans you sent today and your information below I initially have the following comments: 1. Retaining walls and patios are not permitted within 75-feet of the high water level (OHWL) of the lake.This plan must be revised to eliminate walls and/or patio from the 75-foot setback area. 2. Only one set of stairs are permitted within the 75-foot setback provided they are to access the lake/dock area. Please clarify the dock area. 3. Walls exceeding 4 feet from existing grade require submittal of an engineered design, and require a Building permit. Melanie Melanie Curtis lir 952.249.4627 ®mcurtis©ci.orono.mn.us From:Shawn Wischmeier [mailto:swischmeier@gmail.com] Sent:Tuesday,January 02, 2018 10:12 AM To: Roger Peitso<rpeitso@ci.orono.mn.us> Cc: Melanie Curtis<MCurtis@ci.orono.mn.us>; Christine Mattson<CMattson@ci.orono.mn.us>; Laura Oakden <loakden@ci.orono.mn.us> 3 Subject: Re: 540 Big Island All, Here is the last official survey that I have hand-marked to show generally where I would plan to put the retaining wall, paver patio, and steps (three sets). I understand that I will need to get all of this properly incorporated into the survey, with heights, etc., but wanted to forward along the concept to you now so that you can let me know if this generally looks ok. I understand you can't give approval or an opinion until all paperwork is submitted, but I would appreciate it if you could give me a heads-up if you see anything that would obviously be a problem in what I have attached. The retaining wall will be from approximately 6-8ft high at the corner of the garage and taper down to one or two feet at the front of the main structure/cabin. I will reach out to Mark @ Gronberg & Associates to update the drawing as needed. Thanks, Shawn On Tue, Jan 2, 2018 at 9:52 AM, Shawn Wischmeier<swischmeier@gmail.com>wrote: Roger, OK, thanks for the clear information. Will get to work on all of this ASAP. Will also wait on guidance regarding the retaining wall and patio. Makes good sense to get this all done correctly all at once so I will endeavor to include everything. Will get updated drawings all around. Shawn On Tue, Jan 2, 2018 at 9:23 AM, Roger Peitso <rpeitso( ci.orono.mn.us> wrote: Shawn, 4 I looked at the plans on pages 8 through 12, I am basically looking for enough information that I could build your project.Your plans are incomplete. No footing detail, I really can't tell if you have a landing for those stairs. Do they go all the way to the bottom, is there a door at the exterior to just go up to the upper level. What is the roof made of, manufactured trusses, hand framed.What did you use for sheathing, roof materials, siding materials,stair dimensions, details for landing if there are any,width of the stairs handrails. What are the beam sizes,for all of the opening, did you install anchor bolts?Are you going to heat this building?Your survey doesn't show the locations for your proposed retaining walls or patio, I am sure we will need to know where you wanted to install them and what wall heights will be. So I need all that information to be shown on your plans so I can do a review and any work you have already completed will need to meet code if it does not meet code now. You are the home owner so you can fill out the application as the contractor, unless you are a licensed architect or an engineer you don't need to fill out that portion of the application. As far as the retaining walls and the patio I will forward this email to planning and zoning and they will be able to tell you what is needed for details in regards to the retaining walls and patio. If you already have $2,500 in escrow for your project you won't need to provide another$2,500. If you have any questions please don't hesitate to call. Sincerely, City of Orono Roger Peitso Building Official 5 Phone: 952-249-4600 Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 <image001.jpg> From:Shawn Wischmeier [mailto:swischmeier@gmail.com] Sent: Monday,January 01, 2018 5:24 PM To: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: Re: 540 Big Island Roger, I am working to fill out and complete the building permit for the garage and have a few questions: 1) I plan for me to personally serve as the applicant, property owner, and architect/engineer. I'm assuming there is no problem with me writing down my name for all three sections on the front page of the application? 2) I'm assuming I would check the boxes for "Accessory Building" for#1, "Single Family with detached garage" for#2, and and "Accessory Bldg. /Garage" for#3? Just want to make sure that I am selecting the correct boxes. 6 3) I would also like the ability to use this permit to get approval for a small retaining wall that will wrap from the outer edge of the garage and around to the front of the main structure to allow for proper landscaping and the ability to put in a paver patio between the garage and main structure. Can I use this same permit to accomplish all of that? If so, is it permissible to select two options under#3 (Accessory Bldg. / Garage AND Retaining Wall(s) 4-feet or greater)? Do I need to indicate the paver patio anywhere on this application? 4) Do I need to set up a separate escrow account for this project and supply another $2500 or will the one that was set up for the main structure also work to cover this addition/addendum? Do I have to treat this as a completely separate application or is it considered together or alongside the main house/cabin permit? 5) Can you have a look at pages 8-12 of the attached document(variance approval paperwork)to make sure that these drawings will suffice for the architectural drawings? I realize that the site survey is complete and correct so confident that we have that portion, more worried about how professional-looking the architectural drawings must be. The drawings here are accurate, its just that they are hand-drawn. Want to make sure that will work for a garage permit application? Hope you had a great holiday! Good luck with your newly repainted office. Shawn On Mon, Dec 18, 2017 at 9:28 AM, Roger Peitso <rpeitso@ci.orono.mn.us>wrote: I don't know what the variance documents look like but I can check and see if they are adequate, so I still need a permit application. I need scaled drawings,they usually shrink all of the documents down to 81/2 X 11 I'll take a look. From:Shawn Wischmeier [mailto:swischmeier@gmail.com] Sent: Monday, December 18, 2017 9:16 AM To: Roger Peitso<rpeitso@ci.orono.mn.us> Cc:Jeremy Barnhart<ibarnhart@ci.orono.mn.us>; Melanie Curtis<MCurtis@ci.orono.mn.us>; Christine Mattson<CMattson@ci.orono.mn.us> Subject: Re: 540 Big Island Thanks Roger. I am assuming that the updated surveys that we submitted for the variance application process will cover the updated surveys portion of this request, correct? Or, do I need to do something further there? How formal do the sets of plans need to be? Realize that Erik has submitted hand drawn documents during the variance process as well. Do you need a full set of CAD drawings to satisfy this requirement or On Mon, Dec 18, 2017 at 8:56 AM, Roger Peitso <rpeitso@ci.orono.mn.us>wrote: Shawn, I don't know if we really need a meeting but what I do need is 2 sets of plans of what you are doing, 2 copies of the updated surveys, a permit application and that should be enough. I did find that you won't need Sheetrock on the exterior of the building. There is an exception for accessory structures and you may need to install Sheetrock on the inside per the Residential Code. It depends on how close the building is to the house. Anything else you can just call me. I don't have an office right now because it's getting painted so I can't answer all those questions right now but I will be able to by the time you get the plans and a permit application to me. Any other questions please don't hesitate to call. Sincerely, Roger Sent from my iPhone > On Dec 15, 2017, at 8:41 AM, Shawn Wischmeier<swischmeier@gmail.com>wrote: > Roger, > Thanks for all of the help/guidance from you and Melanie as we worked through the recent variance process. Really glad that all worked out ok in the end. I want to make absolutely sure that I follow all process on obtaining permits with the City perfectly going forward. Don't want to have any after-the-fact variance requests (ever in my life, if I can help it). > Can we arrange a time next week to sit down and talk about what steps I need to take to get the proper permit to finish completion of the garage? Also, will want to understand what will be required from a fire code standpoint to meet all requirements. 8 > I can be available the following times: > > Monday (Dec 18th): From 8-l0am or 11 am-12:30pm >Tuesday (Dec 19th): From 3-5pm > Wednesday (Dec 20th): From 8-l0am > Thursday (Dec 21st): From 3:30-5pm >Friday (Dec 22nd): From 8-11 am > > Please let me know if any of these times work for you. > >Best, > Shawn 9 City of Orono Hardcover Calculation Worksheet Property Address: 5- 0 B/C ifL AA-el ('4"/•.i'`:', nl t is k\ tiii ..-- iOO" Prepared by: Date: �rXoti9CMZ d AJ- /4 " .'mac., }' /-/7-/r Stormwater Quality Overlay District Tier: (Circle one) Tier 1) Tier 2 Tier 3 Tier 4 Tier 5 Step 2:PROPOSED HARDCOV 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 toy Hardcover Item(Describe) Length x Width Total quare Feet) ( y (Example) (Garage) (24'x 30') (720 S.F.) A �,/Otr.Ie- t r04/,,aifr" 12 V 7 S.F. B -r^dar.►a' r `ter r» #44-6-10— S.F. � 3 D /��' 35 IL �y S.F. E - S.F .- _ F p4'R CI,/ r/ S.F. G -44-s A,iit 04.11r it.4104.t —6 7 - S.F. H S.F. I S.F. J - S.F. K S.F. L _ _ S.F. M S.F. N S.F. O — S.F. P S.F. Q _ S.F. R _ S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Proposed Hardcover 2-4(jt( S.F. Excludable Hardcover(See City Code Sec 78-1684): A F7'.t s,t//d'.7 4404 E-i. -7 S.F. S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover S.F. (3) Net Proposed Hardcover [Subtract line(2)from line(1)] ..6y:# S.F. (4) Total Lot Area /Y8, (OF S.F. Proposed Hardcover Percentage [(3)+(4)] 3..515.' ) 1 • i5 r Subdivision Application-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 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. • Completed Application Plan Review Fee Paid Signed Escrow Agreement & Escrow Payment r Building Plans (to scale) x2 \ Certificate of Survey (to scale) showing the proposed project & meeting all requirements x2 Hardcover Calculations (if applicable) I am aware that Orono will not issue a building permit without a copy of MCWD permits (or documentation from the MCWD stating the proposed project does not trigger their permitting requirements). I will contact the MCWD at 952-471-0590 regarding this project. 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C 7O 70 H K 70 " 700 " z rnrn0tl Orn-1Czp A I 0 uKz u n rnpO O O rn � i_ __ - rn PI < n O O dL Z r rn 7t rnT1 r OU) rn Orn 26 - > 0 � 41-0" ' 8'-0" 4'-0" 70rn —1 m m - -- ` - R) < -H z - D 0 > I I D P_ �'_ Z I II 7/8" I JOISTS TYP. PER MANUF. SPECIFICATIONS 1 rn p O O- - - nco ( . fTI1 0nDu < = z En I KzKq f z - O O = II 7/8" LVL FLOOR JOIST J -I n rn > N i t 7 -n z N ILS Z - � D a i 1/II 6 1 o o _1 0 In , z rn __II � --i• Kcu II 7/8" LVL FLOOR JOIST 7 > —I N O 70u, x rn Orn J J 0 -1 d -=-1. -re--) K0 -n z 1 z G) (3.) —1 m 1_ Gii 1cit 15'-011 GII COPYRIGHT KUHL DESIGN BUILD a renovation to the home of KUHL If another contractor will be using the plans for VI construction,it will first be neccessary for hte bill D WISHMEIER GARAGE DESIGN home Design rtd(apay all sgn Kuhl sdueign Build c Design Build,and(ii)sign Kuhl Design Build . BUILD standard copyright license agreement,a copy of •< which will be made available.When those lte,, N, BIG ISLAND, MN o conditions are satisfied,the designs may be used m 1515 s.5TH ST.,uovviu9 MN 55343 952.935.9499 without infringement of Kuhl Design Builds'Copyright. ,--ii// 191-0" '// 4144114' 1/2"ANCHOR BOLTS 6-O"O.C. MAX W/ 1 BOLT LOCATED NO MORE 20'-0" THAN 12" FROM EACH END. EACH \ r \ BOLT SHALL EXTEND 7" MIN INTO FOUNDATION 2X6 EXT WALL FRAMING,TYP. \ `L f- TT -I I- TT -I I- TT -1 r -11- r TI -I i- TI -11- T! \ _ 9 NEW DBLE HUNG I 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I -D t. 4" SLAB OVER EMIL POLY _ 1 11 II II � osm °�� WIN (3'-O"W X a.�s= VAPOUR BARRIER. (MIN 4'-0" H)TO MATCH I II H II II II II II II II II II II II HI 5 a r' ` m 6 " 35001'51 �t T i l:304 �-1 COMP. STRENGTH). REINF. HOUSE. HDR(2) I II 11911 II H II II II II II HII II HI in' B d =; = m n W/I/2" REBAR AND 6XGXI0 2X10 0o i s a t t.” 1-., GAUGE \ I I I 11 Q II I I I I H II II II 11 11 II II H I =.3�_�� m9m WELDED WIRE MESH OVERU I I I I I I I I ?etc.- tag-82' c 8-0" 1-IX 8'-0"W GARAGE I II I I �_ I I II II I I I I II f i I I I 1- . _=2 E. ;.a MIN 4"COMPACTED FILL DOOR W/(2) H 7/8 LV HDR U c� .c s 9[2 1;g I I II II II II II II II II II II II II II II i ¢ 0c .30ktnco8. E , 1 II II II II 11 U' II II II IIS' II 11 II II 11 I ofrS ;aPeo 0 O V o a m .6t'8 ti) b 1 11 II Q II II H II II II IIS H H H H HI ` °=aa ;4.° 53 I II IIwII II IIo 11 II II IIo I1 H II II H I o H I L II II it ,-, 11 II II II-' II II II II II I J z ol o da I H ILII II II bII II H Iib II II 11 II 11 1 ? vNJ 1 H ILII II 11 = 11 II II 11- 11 II II H II 1 Y Ill m L — — - — \ I II ILII II II II 954.3FFLII II II II H II I STAIRS ABOVE I I I I I ° 1 1 1 1 1 1 IIJ1 =' 1= '----L =I; 11 1 1 1 1 I I 1 1 1 0 1 I I I I ------ II I I II II /N II 3X RISERS UP (C.O.S) I 1 I 1 i MAX RISE 7 3/4", MIN I H I I I II II II II II TREAD 10" I I I I (2) 2X10 HDR L_ ll -I I- \ \ 611 - 7�J L J L `� 411011 J L J� L J L J�II J _\ / w CDQ FOUNDATION NOTES: E rr TYPICAL FOOTING UNLESS OTHERWISE SPECIFIED TO BE 1'-4"X 8" POURED CONCRETE W/(2)#5 L aQ z SONTINUOUS REINFORCING BOTTOM BARS 3" CLEAR OF BOTTOM AND SIDES. , CD ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL FOOTINGS ARE DESIGNED FOR AN ASSUMED SOIL ( N/AI N LEVEL PLAN "AFTER" . wo SEARING CAPACITY ON VIRGIN SOIL OR COMPACTED FILL OF 2500 PSF. IF SOIL APPEARS TO BE OF POOR — QUALITY NOTIFY THE CONTRACTOR IMMEDIATELY. 2 W CD TYPICAL FOUNDATION WALL UNLESS OTHERWISE SPECIFIED TO BE 8""CONCRETE BLOCK, REINFORCE SCALE: 1/4" = 'o 2 CO- VERTICALLY VERTICALLY WITH #6 BARS @ 48"O.C. FILL CORES SOLID AND LOCATE REBAR 3" CLEAR FROM INSIDE FACE. E REINFORCE HORIZONTALLY WITH DURAWALL OR EQUIVALENT EVERY OTHER COURSE. DOWEL BLOCK TO L nn co =DOTING WITH I'-6" DOWEL PINS @ 2'-0" O.C. DIMENSIONS ASSUME MODULAR BLOCK SONCRETE TO SLUMP NO MORE THAN 4"-6"AND TO HAVE THE FOLLOWING 28-DAY COMPRESSIVE STRENGTHS: / h� �?AII_S =00TINGS 3000 PSI =OUNDATION WALLS 4000 PSI l�nilfIRJ0U3 grluPabl� handrails SLABS 3500 1'51 r�q'd. 34"_ j$"l igh. 1-114"-2"dja. 1EIGHTS OF FOOTINGS AND FOUNDATION WALLS ARE ITO BE VERIFIED BY CONTRACTOR ON SITE. + No �losSr than 1-112"to wall =00TING5 ARE TO STEP NO MORE THAN 2'-0"OVER A 4'-0" RUN (2 TO I RATIO). TYPICAL GARAGE SLAB TO BE 4" POURED CONCRETE REINFORCED WITH 6X6/WI.4 X WI.4 WELDED WIRES=C 'rt1 e�dS t0�'.'�il Qr��St. =ABRIC IN CENTER OF SLAB. POUR OVER 4" SAND BASE. SEPARATE SLAB FROM FOUNDATION WALL W/I/2" ' 26 JANUARY 2018 50ND BREAK. SAW CONTROL JOINTS EACH WAY WITH A MINIMUM OF ONE SAWCUT IN EVERY DIMENSION r e/q U �r fid ! an o/'t DREATER THAN 13'-0". SLAB FINISH TO BE SMOOTH TROWEL ANY FILL UNDER THE SLAB IS TO BE LAID IN MAXIMUM 6'THICK LIFTS AND COMPACTED WITH A VIBRATORY COMPACTOR. -71-110,4 3 ` Ac l s er.S I E2) LOWER LEVEL PLAN "AFTE " 9 2 orii SCALE: 1/4" = !-0" .. (ID \ 40 INgitreizt, rn ill 7-nn co - N a P z -< D O ■`■1.-�■!�& _, Wm IN k 1 H K 7< C 0 CCfi = a .' Fri 70 N /" r■!■-.-Em fesN.A II Z OX > Xz oD0 - VT II I_Irow. .`.ti�i�■� r1` rn -i-\-)O En el ClD 0 70 D . z C> 0 O 1--- - - ■-■-I a z R 70 < . �■ t \ <! �f_ ■ H z 0 c ••���i[if%t-■` K = rn z I. 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"=nfDrn z N• r Z °1 m .. W e a N N (/1 m o N < »m m-0a`o: n Q m a 3 2. =rr "3t^= o H Cn 71 2 0 D JD y .OmN R>NO� ~ ie.,. O 3 m»V� Na�a Z N C 73 aoq logs' _� �; D Er a 7 a ,p Z m 8 Ngo g ' Z IV Z D 2 m a Z W m O m < o O a. D ° rC�4Ki < m � - Cnncnwrll73 Q0Crn o 0 z � N Q0°11'17"E;'384.68 r 364.64 ii 20774 1 I 1 i 0 r ' 07 rA i ' z / t Z / -___ , — t ( // _ A ` —47, �� i / i . — i / tz // Z I \ i/ j 1 ,\ o -- \ `v \-----g---1- / - / , '' -\--- --1-- fav v \ ��- . \6 s "7 CA S�� V q7 7 �� 2 v\ A\ \V �� 1 " �.1-\rn / / N-tea \V v _v v ) - -- _ N� • /, ,\v �, AV A � 7/ ;: ,I \\ � I it1 ,yr' �%'�� vVAV //// / / --- 9/2. -�7 �G ,/! t l C i - ,\ /� /,. J� 2 1 1 I I , / \\ \\ i cy /`, cC\ \I F ..- i.,' 1. \v,,,,,, I'° ,1 ---ti N'rn- N 1 .w\\ ....„3,.. \\.' // /v '° ,/5Y/ / ' ..,,,:t, -,,,--,1„ .,i, -,. I c ° v vv 7/,/ ,.,/ /// / i , �- � x \ d / .-- / / rig �I� >.\:,_;--,‘ 'y ��`, I \ st, -r �v \ .; \V / // b/�/ / -,-\---\-\A 'rte , �o , t // i 'Ate" 4 /// // /2 \_ / // L / _ / / ; G/ �5 / / /// ,T y> � / �- . �/o5a - ....-- 3 .....__________ ---€ • ---* --- CY _---..... -....,-- t Ca -- 3;7. 7:1 • - 2.._ —li:,--1 O1 hESIGNED hereby certify that or report `uiP ,-�. CZ- _ REVISIONs waspre a db 11B GRONBERG & ASSOCIATES, INC. pre y me or under my tlrect supervision E___ DATE _ REMARKS -DRawN---- and that l am a duty Licensed Land Surveyor under O t-� __. ______ _ the laws of the State of Minnesota. 1-30' _ CIVIL ENGINEERS,LAND SURVEYORS,LAND PLANNERS 7J N --- 15007 445 N.WILLOW DRIVE LONG LAKE,MN 55356 OO _CHECKED ;i2...././. -1:. o rn .ATE/-i7-is MINN LICENSE NUMBER 127,5 s„DE.. PHONE:952-473-4141 FAX:952-473-4435 oO City of Orono ��oNo Hardcover Calculation Worksheet Property Address: ,--\t14c.` (4.04,-, Hardcover (r /J L An-U ('�, f 4.v t ie k l FE Prepared by: Date: �rRatioeiz. 3 Air,^.)c /A7%:-.r ,mac. -„s`42 0-7 /-/?-/r Stormwater Quality Overlay District Tier: (Circle one) (Tier •0 Tier 2 Tier 3 Tier 4 Tier 5 Step 2:IPROPOSED 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 Hardcover Item (Describe) Length x Width S Total Feet) ( ct (Example) (Garage) (24'x 30') (720 S.F.) A tyaorTE f r0ll'.,3tfit/c' ' /2v 7 S.F. �Q B PA'1,./ p.[2.-i4 /16 S.F.y CcAfActCE 3/V S.F. D rr ,07 35 af- /2 /try S.F. E TTEw To +e',e,ec-- /3 S.F. F ,#O C/./ _ 5"y S.F. G Rcri,Ai).✓G 44-4 41- 6#7 S.F. ' H . S.F. I S.F. J _ K S.F. - S.F. L S.F. M S.F. N S.F. 0 S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Proposed Hardcover 3 7-_7 S.F. Excludable Hardcover(See City Code Sec 78-1684): G AF.TA..t/AtiLfsR 4. S.F. S.F. S.F. S.F. S.F. (2) Total Excludable Hardcover d 7 S.F. (3) Net Proposed Hardcover [Subtract line(2)from line(1)] 6 y6 S.F. (4) Total Lot Area /`Y$, 6a5' S.F. Proposed Hardcover Percentage [(3)_-(4)] 2.`/5 % Subdivision Application-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 19 / ____ DATE TIME CITY OF ORONO 0 CALLED IN INSPECTIONI4WISE , HEDULED /��p PERMIT NO.I-3/f r–© ' li I COMPLETED��( NNE ' le 490 ADDRESS 590 is Imo` a ci OWNER TELEPHONE NO. CONTRACTOR i DESCRIPTION (94Gd W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING C ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ;/1-2-14ATHE ❑ MECHANICAL RI ❑ SITE INSPECTION RAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑WOOD BURNER/FIREPLACE ❑ COMPLAINT 0 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 OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: cc tu a. cc �12tc 1(6•4 9f c 0 k i d —io CC CrPelm 0 W cc Q W W O: O W '. •-K SATISFACTORY:PROCEED 0 PROJECT COMPLETE CC 0 ••-RECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 o STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContracttk on site: r . 7 Inspector: J')L /- -" White Copylnapector'a Fils Canary CopylSlte Notice