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•IJ/-9117}'~\i?^V^^"7 P VFIELD PLANNING & ZONING DEPARTMENT ^ ^ ^ ^ 111 JDI //AUG 1 o2H2i 117 E 5th Street PO Box 58 -";/i^ Washburn, Wl 54891 (715)373-6138 eermits@bavfieldcountv.wi.gov www.bavfieldcounty.wi.gov/zoning County Use Only: 'reining District: ^."\ Shoreland: Ye'Fee Paid: ^/l\/U5> Refund: Permittt; Date: tb LAND USE PERMIT APPLICATION Property Owner Name:L LUETH HOLDING COMPANY INC Authorized Agent Name (if applicable): Robert Schierman Telephone Number:651-398-1595 Telephone Number: 218-260-0928 E-Mail Address: ltlueth@yahoo.com E-Mail Address: Pawnmanrob@gmail.com Mailing Address: |912 South State Street Mailing Address: PO Box 122 City, State, Zip:[New Ulm MN 56037 City, State, Zip: HerbsterWI 54844 Contractor: Danula Construction Telephone Number:;715-919-0329 E-Mail Address: DDanula@gmail.com PROJECT LOCATION Project Address (if different from mailing address):[21470 Blueberry Lane Cornucopia Wl 54827 Legal Description (if additional space is needed, attach a sep; |2 Parcels in Gov Lot 2 & 3 (^e^&- \n C)Q<- ^-^(oc>SS2^r33£3sz Section, Township, Range: Section 33 Township 51 N Range 6W Town of: Bell Tax ID #: 37575 Lot Size (Acres/Square Feet): 2.927 Acres PROJECT DESCRIPTION (check all that apply) Proposed Use: B Residential D Commercial D Municipal Proposed Project: S New Construction D Addition/Alteration D Change/New Use D Relocate (existing structure) D Temporary (12 or less months, does not apply to RV placement) Structure Type: El Residence/Pripcipal Structure D Detached Garage D Boathouse (ohe story only) D Open-sided/Screened Structure (gazebo, etc.) D Stairway to navigable waters a Sign D RV Placement D Shipping Container D Shoreland Grading (Class A) D Other (explain): Foundation Type: D Basement D Walkout Basement B Slab D Crawlspace D Ground D Skids a Other (explam): Proposed Sign is: D New D Replacement D On-premise D Off-premise D 1-sided D 2-sided D On-building D Multi-Tenant Length: Width: Height: Proposed RV is: D New D Replacement Year: Vin #: Make:Model: 'outside dimensions tncluding unfinished area, attached garages (doeJJSgt SfeSy to Signs or RVs) PROPOSED PROJECT AREA and above grade decks or porches Basement: NA 1st Floor: 1272 Loft: J^e- 2nd Floor:3rd Floor: Other:Total Square Footage: wa ls<^Overall Height (finished grade to peak): 4^2^' ^\.L.SJ^iY }0^~ SITE PLAN ^!, icl !'!' 1" ii 1 !? 1^\[jj ;;;: "-'^ b p '• ^ 11 jl Wta*^nt?TWT^^ ^j^K^ ^^ v ^ ^-^^7"y i^y y\ fr ^ f ^ y ffT t,kl' .T </^ u ^^> 1^,^^Tk^ff'oia'" -S-^r^ REQUIRED (PLEASE COMPLETE BELOW)County Use Only Overall footprint (including eaves/overhangs)1272 sq.ft.Verified overall footprint sq.ft. All applicable setbacks (include on site plan too)Verified setbacks Notes/Comments: ^^ Q^ ^W^b .X^c^f-~^v. . X ^. 6f6m^T-^> \^^ 9[6^^ -b Ifc ^ (^ 4LO CMfa^ -><>^6W^(' jq^ (^^^^ ftxi^ ti^ Road Centeriine/Rigbt-of-Way North Lot Line South Lot Line West Lot Line East Lot Line .Sfiptic/HeMmg-Fank Dfsmfwld.U^fi.'^f-f Well Existing Structure/Building Wetland Elevation ofFloodplain Ordinary High-Water Mark (OHWM) Other 49/16 ft.s-o ft- gw5U A./^(^ ft- ft.4 ft. ot^ ft. m /32.__ ft.^r-ft7 NA ft.ft. NA ft.ft. NA ft.ft. 55 ft.,^0 ft. 70 ft.^ ft- 90 ft.uuu^ )'yft.rT 602.4 ft.ft. ft.(Qt-f-ft. ft.ft. ^ NOTE: Please indicate "see attached" on this page if submitting site plan as a separate document. t,' fl s \\ ^ I? '.li\|l^ |£ !!;; ^ || ^i 'g |ii]] '.'•-• ii^l a :'; 1!' -'' I! i!Ji. '"' " " ill; ini AUG i c^y FLOOR PLAN Indicate Floor: D Basement 1S? 1st Floor D Loft D 2nd Floor H 3rd Floor d Other ^p 4\ V\-<-<-^^ All applicable dimensions need to be shown on the floor plan and noted below Floor without attached exterior components with Porch 1 with Porch 2 with Deck 1 with Deck 2 with Attached Garage with Other (explain): Entry Dimensions (in feet) 30 x 32 x x x x x 10 x Square Footage 960 sq.ft. 60 sq.ft. 192 sq.ft. sq.ft. sq.ft. sq.ft. 60 sq.ft. County Use Only Dimensions (in feet) x x x x x x Square Footage sq.ft. sq.ft. sq.ft. sq.ft. sq.ft. sq.ft. sq.ft. Comments/Notes: NOTE: Please indicate "see attached" on this page if submitting floor plan/s as a separate document. \P !^ I' wl LAND USE PERMIT APPLICATION REVIEW | AUG'6 ZiJ- 1) Will this be the first structure on the site? D Yes B No '. ; -; :" 2) What is the total number of bedrooms on the property once this project is complete ^_? 3) Is there a proposed/existing sanitary system on the property? D Proposed - Type_ 0 Existing - TypecnySewer 4) Will any of the following occur within the proposed prqject/structure? 0 New Electrical Installation B New Plumbing Installation E] Sleeping 5) Has the location of the proposed project been staked including structure, sanitary system, and well? S Yes D No 6) If required, who marked the property lines? D Applicant/Property Owner El Licensed Surveyor 7) Is the property in the shoreland, within 300 feet of a river/stream/landward side offloodplain or 1000 feet of a lake/pond/flowage? B Yes D No D Unsure 8) Is there wetland located on or near the property? E Yes D No D Unsure 9) Is there floodplain located on or near the property? B Yes D No D Unsure 10) Is this project associated with any of the following: D Rezone E Conditional Use D Special Use D Variance 11) Did you contact the town to see if any permits/requirements apply to your project? B Yes D No The following items are included with the application: B Site Plan B Building Elevations A UA c \- -< B Floor Plan/s A.U a-t-L < B Fees All Land Use Permits expire Two (2) Years from the date of issuance if construction or use has not begun. Sanitary Permit, if required, issuance needs to occur prior to Land Use Permit issuance. Failure to obtain a permit or starting construction without a permit will result in penalties. The local Town, Village, City, State or Federal agencies may also require permits. The construction of one- & two-family dwellings and new plumbing/electrical installation for residential use structures (accessory/principal) require review and approval by the local Uniform Dwelling Code (UDC) authority. All municipalities are required to enforce the UDC. If subject property is part of a Condominium Plat, applicant hereby certifies and represents that applicant has all necessary approvals and recorded documents required to complete the project for which this permit is sought including requirements set forth in Wisconsin statutes pertaining to condominium associations, the Declaration of the Condominium Association in which the property is located, and all other rules, regulations and requirements pertaining to that Condominium Association. You are responsible for complying with state and federal laws concerning construction near or on wetlands, lakes, and streams. Wetlands that are not associated with open water can be difficult to identify. Failure to comply may result in removal or modification of construction that violates the law or other penalties or costs. For more information, visit the Department of Natural Resources wetlands identification web page, dnr.wi.aov/topic/wetlands, or contact a Department of Natural Resources service center (715)685- 2900. I (we) declare that this application, including any accompanying information, has been examined by me (us) and to the best of my (our) knowledge and belief it is true, correct, and complete. I (we) acknowledge that I (we) am (are) responsible for the detail and accuracy of all information that I (we) are providing and that will be relied upon by Bayfield County in determining whether to issue a permit. I (we) further accept liability which may be a result ofBayfield County relying on this information I (we) are providing in or with this application. I (we) consent to county officials charged with administering county ordinances to have access to the above- described property at any reasonable time for the purpose of inspection. Owner/s or Authorized Agent Printed Name:J-ace^ynn Lueth. Registered Agent Owner/s or Authorized Agent Signature: (-^ (\VlAj[v4^-—-. Date: 0/'^ NOTE: If you are signing on behalf of theoWerJ'sya/ letter of authorization must accompany this application Address to Send permit: PO Box 122 Herbster Wl 54844 AFFIDAVIT OF AUTHORITY (Corporation, LLC, etc.) PURPOSE. This Affidavit of Authority is used to certify the individual applying for a permit is authorized when the property is owned by a corporate/business entity. STATE OF WISCONSIN ) )ss.BAYFIELD COUNTS ) The undersigned affirms and states as follows: 1. Address cf Subject Property: 2l4-;0 Bl 0^b<yl^ LO-»V^ L.Lu^th Md^/ C<. . Q^t'\.bC^pi<^L:» ^ 2. The Subject Property is owned by: (Name of Company) 3. The name(s) of the current President or Managing Member: i-^.v^'-i i—^ <-^' » i 4. I certify that the company named in paragraph 2 is valid and in effect on the date signed below. I am the duly appointed agent of the Company named above in paragraph 2, and I have the authority under the terms of said authorization to apply for permits from the Bayfield County Zoning Department concerning the Property described in paragraph 1. I further certify that the information and statements made within this affidavit are true, accurate, and complete to the best of my knowledge. 5. I am authorized by the above-named Company to apply for and bind the Company to the terms and conditions of any permit that may be issue by the Bayfield County Zoning Department. 6. By signing this affidavit, I attest that I am unaware of any known or unknown person(s) who would contest this application. I agree to indemnify Bayfield County or such person or legal entity suffering a damage resulting from any illegaljjHes of^TS^application for permit. Dated: CVl-l/^ La c^ Lu-cH^ Print Narrt^ nSubscribed and/sworn to before me thisday of ^ f() ^^ ^r~, 20^. i/v/hi^ ( M^ Not&ry Public, "/^//.'//^/ County, WisconsinNot&ry My commission:^^JL^ ^\\\>11""/////,^^'^^^^"'•'L'.'-"^^^^OTA/?;^ \j^:" ^ ' ;^J ^.:w°jy^ssy Letter of Authorization Bayfield County Planning & Zoning Department PURPOSE. This Letter of Authorization is used to authorize a single property owner to act on behalf of multiple property owners or a designated agent to act on behalf of the property owner/s. If multiple property owners, each property owner must submit this signed letter. I, I acfiy Lufith _(property owner), authorize Bill Erickson (authorized agent) to submit a amsndmsnttn site plan _ (Example: land use, special use, conditional use, rezone/map amendment, appeal, variance, text amendment, etc.) for the following described project (Example: construction of residence or other structure, short-term rental or other use change, etc.) Rnnstruntinn nf rpRidpncR _application on my behalf for the following described property: Legal description of subject property: govt lots 2 & 3 section 33T51 N R 6W in the town of bell bayfield coun Address of subject property: 21470 blueberry lane cornucopia, Wi ^ t1_ c^w Signature 2/10/2025 — ^ ig ^ ^ l| ^ l^ j^DatedID) ^^ ^ " ^ s !f] II h- .^025 1[/; ^ayridd < ^^ /'.ofiiriLj Ut;pn. 3/5/25, 11:40 AM Real Estate Bayfield County Property Listing Today's Date: 3/5/2025 Novus-Wisconsin Access rev. 12.0206 J'HT,^ Description Updated: 2/26/2025 as.Ownership Property Status: Current Created On: 7/14/2017 3:33:20 PM Updated: 10/28/2022 Tax ID: PIN: Legacy PIN: Map ID: Municipality: STR: Description: Recorded Acres: Calculated Acres: Lottery Claims: First Dollar: ESN: Tax Districts 1 04 010 044522 001700 37575 04-010-2-51-06-33-1 05-002-82000 (010) TOWN OF BELL T51N R06W 2 PAR IN GOVT LOTS 2 & 3 DESC IN DOC 2025R-606545 2.927 2.927 0 Yes 107 Updated: 7/14/2017 STATE COUNT/ TOWN OF BELL SCHL-SOUTHSHORE TECHNICAL COLLEGE ••--• Recorded Documents Updated: 7/14/2017 B QUIT CLAIM DEED Date Recorded: 2/12/2025 2025R-606545 E3 TRUSTEES DEED L LUETH HOLDING COMPANY : Billing Address: L LUETH HOLDING COMPANY INC 912 SOUTH STATE STNEW ULM MN 56073 INC NEW ULM MN Mailing Address: L LUETH HOLDING INC ^LDING COMPANY 912 SOUTH STATE ST NEW ULM MN Site Address * indicates Private Road 21470 BLUEBERRY LN t£i Property Assessment 2025 Assessment Detail Code Gl-RESIDENTIAL 2-Year Comparison Land: Improved: Total: Property History Parent Properties Acres 2.927 2024 201,200 38,900 240,100 04-010-2-51-06-33-1 05-002-80000 MN 56073 CORNUCOPIA 54827 Updated: Land 201,200 2025 201,200 38,900 240,100 8/9/2018 Imp. 38,900 Change 0.0% 0.0% 0.0% Tax ID 7888 Date Recorded: 9/14/2022 Q QUIT CLAIM DEED Date Recorded: 3/16/2017 63 QUIT CLAIM DEED Date Recorded: 3/16/2017 2022R-596362 2017R-567601 2017R-567600 HISTORY B Expand All History White=Current Parcels Pink=Retired Parcels B Tax ID: 7888 Pin: 04-010-2-51-06-33-1 05-002-80000 Lea. Pin: 010107208000 37575 This Parcel Parents Children https://novus.bayfieldcounty.wi.gov/access/master.asp?paprpid=37575 1/1 Bell Sanitary District #1 PO Box 146 Cornucopia, Wl 54827 mi JAN 1 j ZOZb Bayfietd Co. Zoning Depfc January 15,2025 Bayfield County Zoning 117 East 5th Street Washburn, Wl 54891 Good day: This is to inform you that L. LUETH HOLDING COMPANY INC NEW ULM MN 21470 BLUEBERRY LN CORNUCOPIA Wt 54827 TAX ID 37575 in the village of Cornucopia Wl will be a new hook-up to the Bell Sanitary District #1 Collection system. Sincerely, A,.i\./ i.ULUi-l^^r\ Pauline N Colamatteo Business Manager Bell Sanitary District #1 P 0 Box 146 Cornucopia Wl 54827-0146 A ir01 Site Address: Owner Name/Address: Tax ID: PIN: Municipality: STR: Description: 21470 BLUEBERRY LNCORNUCOPIA 54827 L LUETH HOLDING COMPANY INC 912 SOUTH STATE ST NEW ULM MN 56073 37575 04-010-2-51-06-33-1 05-002-82000 TOWN OF BELLS33T51NR06W2 PAR IN GOVT LOTS 2 & 3DESCINDOC 2022R-596362 24'-0" ,/\J ^ Center of Bluebefry Lane P~Xj 132'-0"-^ ^ 16i i 11 iriIIjtjj Note: Foundation contractorto provide 1/2-x 10" anchor bolts a 6'-0" o.c. and within 18" of each wall comer as well as a;!ong side eachdoor opening Location of 3"Vertical Foam NOTE: Extend 4" foam (below external concrete) 80" past edge of slab. No vertical foam neccesssay on exterior unheated 1 concrete. 12"x 16" Grade Beam w/ 2-rows #4 (min) conlinuous bar (typ)Control joists as per12"x 22" Gradew/ 3-rows #4 (r continuous bar (typ) 12"x 22" Grade Beam w/ 3-rows #4 (min) continuous bar (typ) •Note: Electrical Contractorposition electrical panel to coincide with service lateral entrance location. 5"-Gonore!te Slab w/ ^4 Re-bar 2'-0" o.c. ea. way •Over 6 mill poly & 2" foam nstall 3' vertical foam it Porch locationsInstall #4rebardowels< i for porch slab. Place \^ /dowels opposing @ 45 ;\^> 1Z"x 16" Grade Beam w/ 2-rows #4 (min) •continuous bar (typ) deg. to face of slab to prevent pull-out10"x 20" Grade Bear w/ 2-rows ^4 (min) continuous bar (typ) 4" Concrete Slab (4 Re-bar 2'-0" o.c, ea. wayOver 6 mill poly & 4" foamNOTE: Exlend4°foam 80" past edge of slab. Install 3" vertical foam at Porch locations 12"x 22" Grade Beamw; 3.rowa if4 (min)continuous bar (typ)10"x 20" Grade Beam w/ 2-rows #4 (min)continuous bar (typ) Install #4 rebar dowels for porch slab. Placedowels opposing @ 45 deg. lo face of slab to prevent pull-out iz'-ioy," Post base anchored to W- concrete as per Mfrgr's specifications NOTE: Extend 4" foam (below external concrete) 80" past edge of slab. No vertical foam neccesssay on exterior unheated concrete.12-X1&'Grade Bbamw/ 2-rows #4 (mip) continuous bar (t Location of 3" Vertical Foam NOTE: Hatched area indicated location of 3" extruded foam insulation board (vertical). 12"x 22" Grade Bear ; #4 (min)continuous bar (typ)NOTE: Extend 4" foam' (below external concrete)80" past edge ol slab. No vertical foam neccesssay on exterior unheated concrete. Location of 3" Vertical Foam NOTE: All exteror concrete slabs to start 2" below main house slab and pitch away at a min. rate of 3/16" PLF 2"x6"PTSIII Support w/1 1/2" Foam overlay UNLESS NOTED, ALL DIMENSIONS ARE TO OUTSIDE OF CONCRETE Nots: Foundation Construction must comply wtih all standards set forth in SEI/ASCE 32-01 Design and Construction of Frost Protected Shallow Foundations as well as SPS 321 Drg. No. 25-02-1208 ^2^l^reciM.. Picii^. l>ov\-e. lExtreme ipasnrps Residential Construction Planning 71470 State Hwy 137 Ashland, WI 54806 Office Mobile 715-682-5019 715-209-3977 WWW.ExtremeMeasuresPlans.com (DE s-I 0 s 1^ © 9II-(0It® 8 00 Scale: 1/4" 1'-0" APPROVED: WRE CHECKED BY: WRE DATE: 02-07-2025 Foundation B EC E I V E Iiii ""."" " ^ ..., 1111Ill -n ' ' /1;/5 Bs U- Bayfield Co. Zoning Dept 4\ Il ELCA2539 2W 4'-0" x 3'.3'/i" ELCA3359 2W E 51-4"x4'-nyi" Tail Wall Gable •End Framing 2-2"x12"DFbeam@ B'-1 1/8" Sealed combustionWoodstovet installed and vented as per Mfrgr's specitiounstructionsNote: Electrical Contractorposition electrical panel to coincide with service latera entrance location. Exact cabinet plan layoutto be provided by supplie proposed loc, of elec. pnl. Mech, Contr. to place equip, to Bedroom 2 8'-0" Ceiling Bedroom 1 B'-o" Ceiling 4'-8" x 3'-11 Vs" ELCA2947 2W E 4'-e"x3'-11'A" ELCA2947 2W E UNLESS NOTED, ALL DIMENSIONS ARE TO ROUGH FRAMING Drg.No. 25-02-1208 ^~/^ L_i^ preOM.. Piai^. E'oi^e. Extreme pasnrps Residential Construction Planning 71470 State Hwy 137 Ashland, WI 54806 Office 715-682-5019 Mobile 715-209-3977 WWW.ExtremeMeasuresPlans.com 0)E I 0)3 d)cco-J .^®.Q^3CD (^CM00s s .CO Q.00 c 00 Scale: 1/4" 1--0" APPROVED: WRE CHECKED BY: WRE DATE: 02-07-2025 Main Floor p lEIJiiJ p PFh 20Z5 ^ ^ayfieid Co. Zoning 0©pi UNLESS NOTED, ALL DIMENSIONS ARE TO ROUGH FRAMING Drg.No. 25-02-1208 ^^jsreaiw.. pLai^. T>o^e. (Extreme easnres Residential Construction Planning 71470 State Hwy 137 Ashland, WI 54806 Office 715-682-5019 WWW.ExtremelMeasuresPlans.com Mobile 715-209-3977 0)E s-Q r^.CM a>ctl= .coS'a.^el?(D 5g 00 Scale: 1/4" 1'-0" APPROVED: WRE CHECKED BY: WRE DATE: 02-07-2025 Second Floor I i!fcl '[•\\11 rh Baytiel* Roof Loading Specifcations for Manufactured Roof Framing Products and Components All grade beam details and insulation requirements as per SPS 322.33 as well as ACI std 32.01 and SPS 321 Total Load = 57psf -LL = 40 psf -DL= 17psf - top cord = 7psf - bottom cord =10 psf Total Floor Livs Load= 40 psfx 14'= 540 plfTota! Floor Dead Load= 15 psfx 14' =240plf-Load to Foundation = 86D PLF Roof Clear Span = 30' (longest span) Overhangs 2'-0" ea. side -Total Roof Width 34'-0" Top of Wall Load= 57 psfx 17'= 969 plfWall Dead Load= 15 psfx 8' = 120 plf -Load to Foundation= 1089 PLF TOTAL LOAD TO FOUNDATION = 1969PLF oil Bearing capacity = 2,000 psf-min. footins width 1969,2000 = .9845 mned grade beam width = 1'-2" Min. rebar area= .0018x 14 x 23= 0.56 # 4 bar ^ .20 sq. In.— 3-#4 bar req'd T/Z-x 10' Anchor Bolts 2-)(6-PTplate' , by design JSE 22" (thick) x 14" (wide) Grads Beam w/ (3) #4 continuous re-bar "eiiisinyUieiniS^ ' Truss bracing as req'd bytrussmfrg'r^ ^g^,^ Ice and Water Shield 2"x 4" lookouts 1 \ RoofTrusses in all valleys' ®2'.0"O.C. ( \ @2'-0"O.C. Slope all exterior final grade at a min. rate of 1/2" plf for the first 10' x 14- grade Beam y rncn SI^LD away Trom Iitamln.raieof3/16plf "n\ \*: -V — -»_' <, ^_- 4Default Grade Beam Detail for &cteriorstructural (bearing from above) detail without untreated structural componenets within 6" of final grade led Glass ( wa"and (;el""g ""lshes as per r°°mInsulated Glass ^ finish schedule iuppiied'by'others Default Grade Beam Detail for Exterior structural (bearing from above) detailwithout untreated structural componenets within 6" of final grade 4-concrete slab; i/z-re.bar dowels , @ 2'-0" O.C. 1/2"re-bar2'-0" O.C. each way ^^^;:^^;^;^^..1 .'-:';"^-.... - . _ \ '12" (min) Compacted granular fill ^^;\^^^-^^v;-^^(-^^;^^-;--^'-T:oam Insulation 3° Foam (vertical)o, Zoning ^ws. Cross Section Scale: 1/2"= 1'-0" Drg. No. 25-02-1208 ^^reaM.. PLai^. v'oi^e. lExtreme I pa sn res Residential Construction Planning 71470 State Hwy 137 Ashland, WI 54806 Office 715-682-5019 WWW.ExtremeMeasuresPlans.com Mobile 715-209-3977 a>(^CM S'Qs 0 §$:ii; It(D ^| 00 Scale: 1/2" 1'-0" APPROVED: WRE CHECKED BY: WRE DATE: 02-07-2025 Cross Section ^"•^ i73 frIrt IE 18!!Jl fa ^Ini FE 15# rooting felt underiayment (or =) Asphalt Roofing Engineered Roof Trusses ® 2'-0' O.C. Roof Loading Specifcations for Manufactured Roof Framing Products and Components Total Load = 57psf -LL = 40 psf -DL= 17psf - top cord = 7psf - bottom cord =10 psf E il f K |i;\i SS I ib Uij i ili;' /-. i^;:J Z U L 3 S^' ,o, ^.onina 1,2" OSB roof sheeting 15i»ASTM roofing felt R.38 insulation (min) Ice and WaterShield in all Valleys 1/2" OSB roof sheeting 15#ASTM roofing felt Asphalt Roofing Wall and Ceiiing finishes as per roomfinish schedule supplied by others 1/ZTe-bar2'-0" O.C. each way Truss Loc screw (or= R-21 Insulation insulated Glass 2"x6"SPFStuds®1'-4"O.C. CladdedWindows 6 mill poly vapor barrier , 5" concrete slab 12" (min) Compactedgranularfill s 7/16" OSB CO start porch slab 2"below house slab 1/2" re-bar dDwels ® 2'-cr o.c. /X1 "4'L'.°°k°"ls / 1 '-6" Overhang z'.o" o.c. 2"x 6" sub-fascia Engineered RoofTrusses @ s'-o" o.c. Truss bracing as req'dby truss mfrg'r 1 Metal Screen slop8Slab3/16"PLF(mln) 4" concrete slab 1/2"re-bar2'-o" O.C. each way Solid Sofflt Panels Drop gable truss 2"n12"DFBea[T truded 1 Insulation 6"x 6" Post (beyond) 12" x 14" grade Beam 2 rows 1/2" (min) re-bar continuous '.•/ ; '-'^:- ^::-.-:< 4" R-20 Extrudei ;f''i:'':":"?' .t'^.'.'"."^ Foam Insulation v-3' SpSfoim ''':'^^.:::;^:! •y!'X:i'.:':':! '! -^^•f^r////. //// ^ ^^.''/'/''/(vertical) • • .^•-^:^.?:':^j^^^.;;^f^"^^.:^\^—^;^syiys? ^ / --"a^i^^^?E:ilHiiiHHH^uS 12" (min) Compacted granular fill 3 rows W^ (mm) ^ "" \ Natire soil w/ a mm. ro-bar continuous bearing cap:oi' *'2000psf. Extend 4" R-20 insulation 80" past face of exterior concrete Cross Section Scale: 1/2"= 1'-0" Drg. No. 25-02-1208 ^^.'reaw.. Piai^. T^oi^e. Extreme easnrpR Residential Construction Planning 71470 State Hwy 137Ashland, WI 54806 Office Mobile 715-682-5019 715-209-3977 WWW.ExtremeMeasuresPlans.com ®(^CM ?I 0)ii£ .co0 '^ ^)(D a 0 Q0 Scale: 1/2" 1--0" APPROVED: WRE CHECKED BY: WRE DATE: 02-07-2025 Cross Section S" : : J . . ' ; . ^ _ E.Q.0 .£ »f. (p0: :00 -^ - 0 00) co co <D 2. .0 IIr r i tIS1^1§ 03:m0s ^3m >-0 -D30 m0 3m cp0w- CD La c e y Lu e t h H o m e Bl u e b e r r y L a n e Co r n u c o p i a , W l 5 4 8 2 7 ac3 ro010N> 11'.6" Overhang ^ !r.6"0verh,1'-6" Overhang Solid Soffit Panels _^./ Line of Foundation Below Jnl S ^ ?£ H v fe EAST ELEVATION Continuous Ridge Vent' iUJ iC; ib i^ .OZ5 jiliII ;1 -ayTieiG Go. Zoning Dypfc 1'-6" Overhang Solid Soffit Panels- ^- o^ fr/Ve/'^A^ons mo. y h^^ .Zlp'O11 NORTH ELEVATION 1'-6" Overhang Drg. No. 25-02-1208 ^~/^preaw-. PLai^. Goi^e. Extreme Mpasnrps Residential Construction Planning 71470 State Hwy 137Ashland, WI 54806 Office 715-682-5019 Mobile 715-209-3977 WWW.ExtremeMeasuresPlans.com a> >ta>Q^£ (D B 1^CMq> $Sii= .coli® 8 00 Scale: 1/4" r-0" APPROVED: WRE CHECKED BY: WRE DATE: 02-07-2025 Elevations Continuous Ridge Vent' Solid Soffit Panels 1 '-6" Overhang R II IE 11 J i? Inl;—„ Wf ;'• ; ;! fr/ i_;-i S? ? i|!Hi/OZ5 ^liii n Continuous Ridge Vent' 11-6" Overhang 'Solid SoffitPanels lActaul Exterior FinishesI as per Finish Schedule I Supplied by Others ^ytr; Hi../oniny Dept 1'-6" Overhang Actaul Exterior Finishesas per Finish ScheduleSupplied by Others -Line of Foundation Below WEST ELEVATION •1 '-6" Overhang -Solid Soffit Panels €„.'LineofFouiindation Below Drg. No. 25-02-1208 ^^.reciw.. Piayi. Doi^e. Extreme pasnres Residential Construction Planning 71470 State Hwy 137 Ashland, WI 54806 Office Mobile 715-682-5019 715-209-3977 WWW.ExtremeMeasuresPlans.com £'Q <D 0I 3 (D 1^CM00(D ^-Sl-E? COIti ss|00 Scale: 1/4" 1'-0" APPROVED: WRE CHECKED BY: WRE DATE: 02-07-2025 Elevations L KEY Conttnuously aheathed uilth mood etructural panel, V1&" mtnlmum aheathlng (24" stud spdcHig^ or 3/r&" Luood etructura) panel C16" fttud spacing.?, on one side of Atudft. Block all ecige» of braced luall panel and nail ulth &c( natle at &" O.C- at all edges and 12" O.C. at [ntermedtflts &upport&. Continuously &heathed UJall Wood Ctructural Panel^B B UJood structural panel Faetened as per Tabls -<S -48"'for a» par tabls 321.2544; Sheetrock (Syp&um bc?arc( uitth a mlnlfnum 1/2" t.hlcknese placed on studs a tnaxtmum of 16" O.C. and fattensd at panel edgsc. tncludlng top and bottom plateft, at "I" o.c. mlth &d coc?l®r natle or *& 6creui& a& Per TabSe 321.25-<S •96" (one side)'48" (both sides) ^8"^"r-" _ _ _ 4A-2 U -/ v-a') L _w-o" _\^_/ L (/4'-o:~N) 4'-8"x3'.11'/i" 8'-0" J UNLESS NOTED, ALL DIMENSIONS ARE TO ROUGH FRAMING ^ i£ ll II I i^ [E !yi h " v; •- jj j!^ jjllill -,r. n.m B Liayfieia Co. ZoninQ BracecWall Loc.(1) A A A A Less han3tengtl owidatio (; Jt ~c iracec WallLine A,B,C ..) 1 2 3 4 Story Level 1 1 1 1 Wall Panel Method Used Table 321.25-G (3) CSM CSM CSM CSM Braced Panel Location Check 3 race d I Panel within I2'-6"?| Req'd o.c, panel spacing21' (max) CheckBox if OK Fig.321.25-C Y Y Y Y x x JL 'anel -ength :heck Panel Length as per table 321.2S-H .&, .x. JL 3anel -ength ;heck f you don' nave req'c panels see table 21.25. G Portal Frame 'anel -ength ;heck If you met table 321.25-G -equirements. check that you meet Fig. 321.25 A Length of Braced Wall Panels Check Length] of 3erpen- dicularlSide (4)| 32 32 36 36 Length of Bracing req'd As Per Table 321.25-J 5.33 5.33 5.4 5.4 Mult. for other than 10' walls As Per Table 321.25-H (4)(5)(6) ( ( t (. 0.95 0.95 0.95 0.95 Wlult. for GE < < < < 1 1 1.15 1.15 Required Length of Braced Wall Panels (ft) 5.06 & 5.06 < 5.9 < 5.9 s Actual Length of Braced Wall Panels (ft) 2C 2(. 2t 14 Check Box if OK(5> OK OK OK OK (1) Bracing Box (2) For a gable end wall, where a braced wall panel exceeds 12' in height, the height to width ratio shall not exceed 2.5:1 and comply with Fig.321 .25-C (3) IBM = Intermittent Bracing Method, CSM = Continuous Bracing Method (4) Braced wall lines must be spaced less than 50' apart. Use interior wall lines to reduce spacing. No increase in required length of panels is required for spacing less than or equal to Maximum length for any side of a rectangle shall be 80'-0" (75' for intermittent bracing) (5) For walls other than 10'walls use the following multipliers; 0.9 for 8 feet, 0.95 for 9 feet, 1.15 for 11 feet, 1.3 for 12 feet (6) For braced wall panels for Sable ends more than 10' from top of wall to ridge height use the following multipliers; Roof only; 0.7 for 5 faet, 1.3 for 15 feet. or 1.6 for 20 feet Roof+1 floor; 0.85 for 5 feet, 1.15 for 15 feet, 1.3 for 20 feet Roof + 2 floors; 0.9 for 5 feet, or 1 .1 for 15 feet. Drg. No. 25-02-1208 ^2^'reaw.. Piai^.. l^oi^e. Extreme IVTeasurps Residential Construction Planning 71470 State Hwy 137 Ashland, WI 54806 Office Mobile 715-682-5019 715-209-3977 WWW.ExtremeMeasuresPlans.com <D 5'I h-CMco(D ^-tih: -t0If^)Q.0' 0) 5 0 00 Scale: 1/4" 1--0" APPROVED: WRE CHECKED BY: WRE DATE: 02-07-2025 Wall Bracing 1-lsader to column 'late width must equal th[cknes& toprovlcfs lateral bracing.(p}aie rot required IFheader uitdth equalsall thlcfcness.-? Column to Top Plate Double top plialf P6 4" o= calling required UInd Brace connect outlookers to tru» ^°'",,s,te^9 Blowing bstuieen u!t,hmlfed nansto.r 2X4; andto outl°^er~ ^^°lT^|"ulre8^d'"^^'^2><6 °'r^S" 2x4out!ook.er Connection of double top plate to ouiloo^er designed to iranareT lateral toad to roof. Connect outlook-ers io double top plate ulth (USlmpson Strong-tteA23 clip s 24" oc Continuous iall-tuall framing Cfrom sfll plats to top p\aie) Loads must be trackedto founddtfon byctetlgmr 2x4 angle braces to connect doubls top plate to roof ® 2'-0" o.c.. along length Sdble end uidM- - L-^.| | oF uiall fit &nug betiueen the tiuo bays.Connect ulth (3) 16d nails. WB3 mruscted to top of bottom chorduilth (3) l&d nafl& at V-0" o.c. alonglength of wall, back 6-0" lUall bracing Ie neceseary If doubls top plate Ie not attached directly to the roof/floor dlaphragm. Member Orlerrtatron plats ujldth must equal mail ihlckness to provide lateral bracing, CPIate not rsc)ulnsd rf header uldth equals the ujall ihtck-neasj Alloiuable Holes and Notches On® hole may be cut anymhere along th® Isngth ofth® stud or column but must be at least 5/S" from edge except middle !/3 of the length of th® stud or column Maximum diameter•2 3/lfe" for 5 1/2"-11 1/4" thl. Maximum notch•I 3/8" for 5 1/2"-11 1/4" thtal A notch and hols shall not occuj In the sams cross ssctl< Column to Bottom Plate •RImboard Sill Plate ;Ud biocklng i& required If cc-luirnand trimmer studsdo not extend ioalll pldteBlocking panelas required Multiple msmbsr connscilons 10"c 2x6, 2x8 'X E> D < F> 1>FT8 3) ] c 2x&. 2x8' USE l&dCC>J31x3 \/4") PNEUMATIC NAILS4 PLY ALTERNATE: 2 ROUJS, 1/2" DIAMTER BOLTS AT S" ON-CENTER.•MULTIPLE MEMBER CONNECTION MAT yART DEPENDING ON APPLICATIONSEE UJALL LAYOUT FOR ALTERNATE NAILING PATTERN IF APPLICABLE LUALL DE&I&N ASSUMPTIONS U DE91SN APPLICATIONS ARE LIMITED TO VERTICAL LOADS. AND TO LATERALUIND LOADS THAT ARE PERPENDICULAR TO THE UALL FRAMING ONLY(TALL IUAU- UA5 NOT CHECKED OR DESIGNED AS A SHEAR UIALUV DESIGN ASSUMES STRUCTURAL SHEATHIN6 ON ONE SIDE OF THEU1ALL. OR A COMBINATION OF STPSUtl UJALLBOARD AND NON-STRUCTURAL SHEATHINS OR &IDINQ APPLIED TO EACH SIDE OF THEIUALL, OR EQUIVALENT3J BLOCK/BRACE ALL FRAMING YERTICAU-T EVERT 8'-0" os41 BLOCK DOUJN ALL COLUflN/TRIflMER LOADS AT RMBOARD LOCATIONS5) TYPICAL STUD FRAMINS FOR UIALLS UJITH FLEXIBLE FINISHES AREDES16NED AT L/120 DEFLECTION CRITERIA. THE MATERIAL SUPPORTINGIUINDOUI& 16 THESE UJALLS ARE DES16NED AT L/180 DEFLECTION CRITERIA. Note: Exact Material and Installation Specification to be provided by:Trussworks, Inc. 11054 N Olson Road Hayward, WI 54843 715-634-ZOOO (Phone) 715-634-6828 (Fax) sales@+russworksinc. com(email) ID) »1 NOTE: Contractor to verify all R.O.'s prior to framing 30'-0" Proposed Jail Wall Design Drg. No. 25-02-1208 ^^,j^reciw.. PLa^. t^o^e. Extreme isurps Residential Construction Planning 71470 State Hwy 137 Ashland, WI 54806 Office Mobile 715-682-5019 715-209-3977 WWW.ExtremeMeasuresPlans.com a> s-Q3 £ (D 5 (Dc<0-j &1 0) .Q^3m ^CM00^10i .(0•^^Q.0Q c 00 Scale: N.T.S. APPROVED: WRE CHECKED BY: WRE DATE: 02-07-2025 Tail Wall I General Notes: I-All asssemblies and components to be installed as per manufacturers specific instructions. I -All dimensions are to rough framing unless otherwise noted.I -Ati sizing of engineered lumber specified by supplier supercedes sizing designated in these documents. I-All exterior walls to be 2"x 6" and all interior walls to be 2" x 4" unless otherwise noted. I -All exterior walls to receive housewrap. Housewrap is to be taped at all seams.I-All eves and valleys to receive Ice and Water Shield. I-Flash all window and door openings. I-Seal all wall and ceiling penetrations that connect to outside air. I -All guard rails to be mln. 36" AFF. I -All baluster spacing to follow the 4" sphere rule. I-Unless otherwise noted, include double trimmer studs on all openings greater than 5'-6" (assuming uniform loading)I-Install increased number of trimmer studs suitable to carry point loads above headered openings, (consult engineered plans) I-unless otherwise noted all openings, in bearing walls, less than 4'-6" to receive (min.) 2-2"x 12" DF headers, (assumed uniform loading -unless otherwise noted all openings, In bearing walls, greater than 4'-6" to receive (min.) 3-2"x 12" DF headers, (assumed uniform loading) I-It is the sole responsibility of the specific trades, performingthere duties, to confirm that the information contained inthese documents completely compiles with all local and state building codes. -HVAC contractor to test and balance HVAC system and leave instructions for owner.-All Electrical installations shall comply with the requirements ofWisconsin Administrative Electrical Code, Vol 2., ch SPS 316-Design and installation of plumbing shall comply with the requirementsof the Wisconsin Plumbing Code. ch SPS 382 to 387 -All property lines are assumed unless a certrfied survey map has been provided -The contractor is to have all utility lines verified by the respective utility company. The contractor to have Diggers Hotline perform a locate prior to any excavation. -The contractor to be make a reasonable attempt to locateany private utility lines, located on site, prior to excavation 1 W ¥ Eim18 rEb m02b Bayfleia Co. Zoning W- This building plan is intended to meet the intent of the Wisconsin Uniform Dwelling Code (UDC). Itis the responsibility of all trades involved to completely verity code compliance. The users of thisplan releases the designer from any claims or lawsuits that may arise during the construction oranytime thereafter. Every effort has been made in preparing these plans and checking them for accuracy. The drawings are provided "as is" without warranty of any kind. The drawings may contain omissions or other inaccuracies. The designer assumes no responsibility or liability of these omissions and any incidental, indirect or consequential damages whatsoever arising from the useof these drawings or the information provided therein. These drawings are intended for a qualifiedand competent trademen capable of determining the details required before, during and after construction. All persons involved shall verify all details, dimension and notes prior to commencement of work and to report any discrepancies to the designer for further edits. Roof and Floor system details to be verified and/or specified by the designer/supplier. It is theresponsibility of the builder to verify all information provided by manufactured floor and roof systems provider prior to construction. Any alterations specified by roof and floor designers superceed any information provided in these drawings Li^H^ Hc^vv^e Drg. No. 25-02-1208 z5®pream. Pia^,. i^oi^e. lExtreme pasnrpc; Residential Construction Planning 71470 State Hwy 137 Ashland, WI 54806 Office Mobile 715-682-5019 715-209-3977 WWW.ExtremeMeasuresPlans.com 0)E I5£0 5 ®cCQ-J &• 0J2^)3m 1^CM00•<tin s .CO•^Ni Q.8 -3cQ0 Scale: 1/4" 1'-0" APPROVED: WRE CHECKED BY: WRE DATE: 02-07-2025 Cover TaxID#:3>^s7s-Land Use Review Address:. 2l^7o fil^^y Inspected by:ft\es^^ro j-^|/ Comments/Notes: Date of Inspection:W^)/Z^-ttr pcop^T/ ;,Y^J ^r/cc4 ^^ P^^C^ ^^ro^ ^ (4iw// ^Ig^ i^ v^^nb .A frfn^ci-^c ^/'oQe(4 V'c''Ai[y^ A^s b pocc4 ^\\ <^c^y ^ rcf^s^\^( ^y a^{^!\\- ur. affl-i^^ ^^ no^ ^ p/oo^//^^ 'lYl-CT-t ^\er^^ PCOJ^ Inspected by:Date of Re-lnspection: Comments/Notes: Denied by:Date of Denial: Reason for Denial: Approved by:Inspector Signature:Date of Approval: Condition(s): See attached permit card. BA^FIELD PLANNING & ZONING DEPARTMENT 117 E 5th Street PO Box 58 Washburn, Wl 54891 (715)373-6138 Fax: (715)373-0114 zonine@)bavfieldcountv.wi.gov www.baYfLelclcountv.wi.gov/zoning September 11,2024 Robert Schiennan pawnmanrob@gmail.com RE: Conditional Use Permit and Land Use Permit Applications for Tax ID #37575 and associated with Submission CU-00087 and LU-01270 Mr Schierman: The following comments need to be addressed for your applications to move forward. Conditional Use Permit application: ^L Need completed affidavit of authority for Lacey Leuth to solely act on behalf of the LLC. Department will make copy and include with Land Use Permit application. Need completed letter of authorization for Robert Schiennan to act on behalf of the LLC. Department will make copy and include with Land Use Permit application. N^) Note the department will autogenerate the town board recommendation form based on the information you provided on the application. See attached form that was autogenerated. \) Confinn that department staff can add the following to the legal description on the application, "DESC IN DOC 2022R-596362". ''5^ Note that the property is zoned R-l not R-RB as the town board recommendation submitted states. NS)J What are the dimensions of the existing cabin and how many stories is it? Confirm that department staff can add this to the site plan. ^\t Is the existing cabin still being utilized as a short-temi rental? Is the existing cabin connected to the sanitary district? Land Use Permit application: ^» Confirm that department staff can add the following to the legal description on the application, "DESC IN DOC 2022R-596362". 2-) Need completed impervious surface form. t^o'1- rac^L/»r&<^ <iJL\^ S3^ Due to printing, information on the floor plan and elevations are missing. Can you provide copies that do not have white streaks, so all information is legible? Provide letter from sanitary district official approving connection to public sanitary system. Required prior to permit issuance. ^ Need review fee in the amount of $979 (Land Use Permit application review fee 1272 sq ft x $0.75/sq ft=$954) + ^Empemuus SUjt'lace ^o^n review fee = $25). ^c^- r<-cy-i\>r<edl RC-^ Sincerely, Bayfield County Planning and Zoning Department ec: lllueth(%vahoo.com and ddanula(3),gmail.com Land Use Permit Application Review Checklist JjJjt- 61^10Submission #: What zoning district is the project located in? ^-1 D R-2 D R-3 D R-4 D R-RB DC Pl DM D A-l D A-2 D F-l D F-2 D W D M-M D Yes 0^o Is lot substandard (does not meet current zoning dimensional requirements)? Deed of record: tlZ'Yes D No Is the project located in the Shorelands (Shorelands are lands within 300 feet of a river/stream OR landward side of floodplain OR 1000 feet of a lake/pond/flowage, whichever is greater)? L_ Yes E'No Is impervious surface required? (Required if riparian lot OR lot is entirely within 300 feet of OHWM of navigable waterway) D Yes Is the project located in the Floodplain? Zone: B"Yes D No Are there wetlands on the property? D Yes WSo Is project associated with a nonconforming use or structure? D Yes Ba^No Is project associated with a variance? Case #: (ZfYes D No D Yes (g'No Is project associated with a Special B or Conditional Use Permit? Permitff: C^.- 000<^~l Is the project associated with a Special A Use Permit? D Yes [y^Q Does the project require sanitary? D Existing D New D Intercept D Reconnect D Non-Plumbing D Public Sanitary Permit #: D Yes B^o Does the project require mitigation? Implementation Deadline:Date of Compliance: D Yes BfNc Does the project require an affidavit? Affidavit #: EfYes D No Did licensed surveyor mark lot line(s), if project is within 10 feet of required setback? D Yes D No I Did applicant/property owner mark lot line(s), if project is within 30 feet of required setback? Project use is? B/ftesidential D Commercial D Municipal Project type is? 0 New Construction D Addition/Alteration C3 Change Use D Relocate D RV Placement d Sign D Establishing a Business D Temporary D Shoreland Grading D Other, describe: Structure Type is: yftesidence D Principal Structure D Accessory Structure D Boathouse (one story only) D Open-sided/Screened Structure (gazebo, etc.) D Stairway to navigable waters D Mobile Home D Shipping Container D Other, describe Total Sq. Ft. of Project: t5'&Q Number of Stories: ( f/^ + ^p^ Overall Height: ^g" Calculated Fee Category: Principal Structures - $0.75/square foot (minimum $125) D Habitable Residential Accessory Structures - $0.50/square foot (minimum $75) D Non-Habitable Residential Principal and Accessory Structures - $0.20/square foot (minimum $75) D Commercial/Municipal Principal Structures - $0.75/square foot (minimum $125) D Commercial/Municipal Accessory Structures - $0.20/square foot (minimum $75) Calculated Fee Amount: Additional Fees: D Return Inspection D Land Use Revisions D Special Use Permit - Class A D After-the-Fact (ATF) D Floodplain D Shoreland - Impervious Surface D Shoreland - Non-Conforming, etc. D Tower Siting/Collocation 1 DTowerCollocation2 D Metallic Mine ATF Fee Amount: Inspected by:&u(y M^cjtdtV^Date of Inspection:O^iof^^ Re-lnspected by:Date of Re-lnspection: Denied by: Date of Denial: Reason for Denial: Date Denial Letter Mailed: Apprqyed by:?muly (HA^((((I^UI I o^ftl/^c^^ ition?s)! Date of Approval: Condition(s)! TVIust meet and maintain setbacks from furthest extension of structure including eaves and overhangs. D For personal storage only. D For personal residence only. D Not for human habitation or sleeping purposes. own/State/DNR/Federal may require permitting 'A Uniform Dwelling Code (UDC) Permit from the locally contracted UDC Inspectio'n Agency must be obtained prior to the start of construction. D A Uniform Dwelling Code (UDC) Permit from the locally contracted UDC Inspection Agency must be obtained prior to the start of construction (if applicable). Ise best management practices to limit and prevent erosion during construction. D This permit cannot be transferred if property is sold. D A Bayfield County Health Dept permit is required. D Check with Town regarding room tax. D Short-Term Rental is for a maximum occupancy of_ persons. a Sign must meet the requirements of Article E of the Bayfield County Zoning Ordinance. ~o be constructed per plan. D Adhere to privy agreement. D Temporary permit allowing existing structure for a period of less than 1 year. D RV may not be used for permanent residence or storage. D RV allowed for D RV must be removed by D No sewer and pressurized water allowed in the structure. D No plumbing or plumbing fixtures allowed. D No additional sleeping areas allowed without obtaining necessary sanitary permit(s). D Land use permits shall be required for any new residence, any building or structure erected, relocated, rebuilt, or structurally altered D Land use permits shall be obtained prior to the initiation of construction or a change in land use D Requirements (e.g., permits/licensing/tax) of Local Town, Village, City, State or Federal agencies are required Q^ditmtation requirements must be met (if applicable) D Additional conditions may be placed and need to be adhered to at the time of permit issuance Other Conditions: 3/11,25, 8:59 AM Real Estate Bayfield County Property Listing Today's Date: 3/11/2025 Novus-Wisconsin Access rev. 12.0206 Property Status: Current Created On: 7/14/2017 3:33:20 PM ]5?1US' Description Tax ID: PIN: Legacy PIN: Map ID: Municipality: STR: Description: Recorded Acres: Calculated Acres: Lottery Claims: First Dollar: ESN: Tax Districts 1 04 010 044522 001700 37575 Updated: 2/26/2025 04-010-2-51-06-33-1 05-002-82000 (010) TOWN OF T51N R06W 2 PAR IN GOVT LOTS 2025R-606545 2.927 2.927 0 Yes 107 -A1 Recorded Documents B QUIT CLAIM DEED Date Recorded: 2/12/2025 E3 TRUSTEES DEED Date Recorded: 9/14/2022 B QUIT CLAIM DEED Date Recorded: 3/16/2017 B QUIT CLAIM DEED Date Recorded: 3/16/2017 HISTORY Q Expand All History BELL -OTS 2 & 3 DESC IN DOC Updated: 7/14/2017 STATE COUNTi' TOWN OF BELL SCHL-SOUTHSHORE TECHNICAL COLLEGE Updated: 7/14/2017 2025R-606545 2022R-596362 2017R-567601 2017R-567600 *® Ownership L LUETH HOLDING COMPANY Billing Address: L LUETH HOLDING COMPANY INC 912 SOUTH STATE ST NEW ULM MN 56073 INC Updated: 10/28/2022.0/28/2022 NEW ULM MN Mailing Address: L LUETH INC HOLDING COMPANY 912 SOUTH STATE STNEW ULM Site Address * indicates Private Road 21470 BLUEBERRY LN Property Assessment 2025 Assessment Detail Code Gl-RESIDENTIAL 2-Year Comparison Land: Improved: Total: Property History Parent Properties Acres 2.927 2024 201,200 38,900 240,100 04-010-2-51-06-33-1 05-002-80000 White=Current Parcels Pink=Retired Parcels B Tax ID: 7888 Pin: 04-010-2-51-06-33 37575 This Parcel -1 05-002-80000 Lea. Pin:010107208000 Parents ^ Children MN 56073 CORNUCOPIA 54827 Updated: Land 201,200 2025 201,200 38,900 240,100 : 8/9/2018 Imp. 38,900 Change 0.0% 0.0% 0.0% Tax ID 7888 https://novus.bayfieldcounty.wi.gov/access/master.asp?paprpid=37575 1/1 Bayfield County, Wl •lv^.^':%'-•;^'"<® ?^'rr &g^^:ins!^rl5'ft^-;»";"iH^n^ •^'^ &'.":tei,:l;'g^l6S%,^yy.^^:. "^ ~;.^' ^yi - •^'sS.^'sis^fi;.M3^^. iJi'..^:\®ST.U3&M ''.Wi^S. ^^RPi^S^7SSI&;i,?\<u M^MAjTFAhffyj.SMcyg.Cc^^.Sn^ ,; /^i'liiaiS^s'^^^SgSI^^Ei? ''ss ,^g'^iliSS-i-^i¥': a!4@$i @y!i@e@a8?.(i!!is^i&.§i^§@S@^ usT~:WW~"~^ SSS^I ^.-I a.•ss^v- l^::^i.X^ I „ -"^SBSALJmiSi'^WS!S9SIS'^^^s^'se^&.l'.lll:,11111 ^l%gl^lll^®iSS^:l'%II:'^;1:1':P^IJ%£%" ¥^^^^i- 'KS-iAKi®IJ^t-:^M:<';';:S^'' ^-'l^:;^SIii<lfs^'^ *«" g8'ai«^-:'l.... ." ^.^^r:'<:^":':;,^HMIEf/Tm It>V37S75f^, ">; .-,,;, ;^'IT'^< l^ttlC^fLJ LJ/^1 t'tTkl/^ f*^\ AJtft^lLl^J Tlkl/' t. .' •^ • ^'? ;;- ;. ;JL.^^'€h^Ll^H.HOLOIWCOMMNVIN<::-.iC''.. .?; ,^ gMSBsujiaaaysBs^yi -:&fSM-y "..'"' :''-^SK7^fWMSESSfi. &;'': s?^'^l-^'.?''?::-l''^''y^T''':^^ •'""INifel:?l "^ VS^ ;'. ;1-.::;"': ^ ^ '^siy&. ii'y.¥%&v..::l y^yi-:.::..^-:-.'-i':;";! • ^sis^%^;' ^ K^II>S^PRP?^?TO.^"74X<*1-:A' ': .'"^/;lt"?u:^S:i5'?S-.,'^'~';'1i.'S'.NATH/CNIEL'A'dAMANDAM'CASE" ';&• ^^'^.•''^V-'-f^ .-••• ^1^^^. ;;.L?^^'''^£'^^^w^s^'^?;^a.'':-'. .... ' .:^A-«'- M;- ^ -;^£. 't«n| ^'SI^^^^^^^^^^Isfi^ <te.:->^^..^fc,"sff^ ;A. PRPIO/Tax ID.» 789.0'";'' '':TdwNOF.,BELL** '"^.y."'- •^ -.s""' STpRpib-SST'iB^TO'S'' ":'^ ^iyR(STATE;OF.i,wis<;ONSI??, 3/11/2025, 8:59:31 AM :-€i;;--;: Wetlands Floc>d plain Boundaries Active Dec 16th, 2011 1..............: Approximate Parcel Boundary AE = Base "oodP'ain where base flood elevations are provided. Road Type """*"* Town Lake Superior Proposed Setback Line Building Footprint 2015 * Building §4@®i3y?8aasffmi@s®§ua|@3ai:»iw ;,0 , j ^ ::;^'?ais(fe Sig6®Si!!!il3ga;J%8« f\,S°"3[^y^^tjl 1:723 0.01 0.01 0.01 0.03 0.03 mi 0.05km BayfiekJ County Land Records Department Bayfield County Zoning Application https://map?.bayf[eldcounty.vvt,gov/ZoningWAB/ PAy FIELD Bayfield county Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-4010 Property Owner: Submission Number: L LUETH HOLDING COMPANY INC LU-01270 912 SOUTH STATE ST NEW ULM, MN 56073 Transaction Number: LU-01270-2422C Description Amount Verified Fee Amount $1,125.00 Total: $1,125.00 Payment Amount: $1,125.00 Reference: 1597 Paid by: LACEY L LUETH/ 912 S STATE ST/ NEW ULM, MN 56073 Payment Type: Check Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. Town, City, Village, State or Federal Permits May Also Be Required Substandard - No / Nonconforming - No Shoreland - Yes / Impervious Surface - No Floodplain - No / Wetlands - Yes Mitigation - No / Affidavit #: LAND USE-X SANITARY- SPECIAL A - SPECIAL B/CONDITIONAL - 25-0074 BOA - BAYFIELD COUNTY PERMIT WEATHERIZE AND POST THIS PERMIT ON THE PREMISES DURING CONSTRUCTION No. 25-0086 Tax ID: 37575 Issued To: L LUETH HOLDING COMPANY INC Location: S33 - T51 N - R066W Town of Bell Legal Description:2 PAR IN GOVT LOTS 2 & 3 DESC IN DOC 2025R-606545 Residential Structure in R-1 zoning district For: Second Residence [1.5 - Story], Residence on a Slab [1500 Total sq. ft] Height of 25' (Disclaimer): You are responsible for complying with state and federal laws concerning construction near or on wetlands, lakes, and streams. Any future expansions or development would require additional permitting. Condition(s): See back of card NOTE: This permit expires two years from date of issuance if the authorized construction work or land use has not begun. Changes in plans or specifications shall not be made without obtaining approval. This permit may be void or revoked if any of the application information is found to have been misrepresented, erroneous, or incomplete. This permit may be void or revoked if any performance conditions are not completed or if any prohibitory conditions are violated. Emily Macgillivray Authorized Issuing Official March 11, 2025 Date Condition(s): Must meet and maintain setbacks from furthest extension of structure including eaves and overhangs. Town/State/DNR/Federal may require permitting A Uniform Dwelling Code (UDC) Permit from the locally contracted UDC Inspection Agency must be obtained prior to the start of construction. Use best management practices to limit and prevent erosion during construction. To be constructed per plan.