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Retutn to: County Use Only: 117 E 5`^ Street, PO Box 58 Bayfield County Planning and ong a�tr�er Submission Washburn, WI 54891 LAND USE PERMIT P A I Permit #: permits@bavfieldcountv.wi.aov APR 1 7 2025 Date: ION A: General Information i3ayfielcl Co.in Property Owner Name: Authorized Agent Name (if applicable): Annamarie Bowman Trust Karl Kastroskv Telephone Number: Telephone Number: 630-346-5321 715-580-0157 E -Mail Address: E -Mail Address: ryans-mommy@live.com kastrosky821@gmail.com Mailing Address: Mailing Address: 392 Grape Vine Trail 14295 McNaught Rd City, State, Zip: City, State, Zip: Oswego, IL 60543 Cable, WI 54821 Contractor: I Telephone Number: I E -Mail Address: Project Address (if different from mailing address): 47225 Triangle Drive, Grand View WI 54839 Legal Description (if additional space is needed attach a separate sheet): Govt Lot 13 in V 996 P 681 Section, Township, Range: S 27 T 44N R 6W Town of: Grand View Tax ID #: 16781 Lot Size (Acres/Square Feet): 13 JLL r tu1N 4: rr0 ecr tnrormauon cnecK an mat appiy Project Use is: O Residential El Commercial ❑ Municipal Project Type is: ❑ New Construction O Addition/Alteration (existing structure) ❑ Change Use (existing structure) 0 Relocate (existing structure) ❑ RV Placement 21+ days ❑ Sign El Establishing a Business El Temporary (12 or less months) ❑ Shoreland Grading, Class A ❑ RV Placement 4+ months, Class A ❑ Other (describe): Structure Type is: El Accessory Structure (describe): ❑ Shipping Container ❑ Residence El Principal Structure (describe): El Shoreland Exempt Structure (describe): ❑ Mobile Home (provide manufactured date): ❑ Other (describe): Garage (Alteration) Foundation Type: El Basement ❑ Walkout Basement O Slab ❑ Crawlspace 0 Ground 0 Skids ❑ Other (explain): Existing Structure: Previously permitted #24-0489,mnsWGIonnot started yet Length: Width: Height: Proposed Structure (Provide Sq Ft based on outside dimensions, including unfinished areas, attached garages/above grade decks/ arches): Basement Sq Ft: 1 a Floor Sq Ft: Loft Sq Ft: 2"d Floor Sq Ft: 3'd Floor Sq Ft: 16x60=960 Garage Sq Ft: Porch Sq Ft: Deck Sq Ft: Other Sq Ft (describe): Other Sq Ft (describe): Total Sq Ft: 96o Overall Height (finished grade to peak): 14 ft of Stories: 1 Existing # of Bedrooms on property: 2 Proposed ft of Bedrooms in project: 0 SECTION E: RV and Sign Information (check all that apply) ) Sign is: This: is: ❑ New ❑ Replacement ❑ New ❑ Replacement ❑ On -premise ❑ Off -premise ❑ 1 -sided ❑ 2 -sided Year: Vin #: El On -building ❑ Multi -Tenant Length: Width: Height: Make: Model: ECEoVE 0. APR 1 7 2025 SECTION F: Site Plan — attach a site plan or draw site plan in box below (See pages I & 2 of L 8}LIsc:Permit Application information for information that is required to be provided on site plan) Show location of: ❑ Driveways ❑ Frontage Roads (include name) ❑ Existing Structures ❑ Well (W) O Septic Tank (ST) O Drain Field (DF) ❑ Holding Tank (FIT) O Privy (P) ❑ Lake ❑ River ❑Stream/Creek ❑Pond ❑Floodplain O Wetlands ❑Slopes over 20% N See Attachment(s) Setback or distance from furthest extent of structure including eaves and overhangs to (include on site plan): County Use Only Verified setbacks Road Centerline 230 ft. ? C J ft. Notes/Comments: Front Lot Line/Right-of-Way 72 ft.1 1„ ft. Side Lot Line 1 orth❑East❑South❑WestEl check one) 1 00o ft. 7 s ft. Side LotLine2 orth❑East[DSouth❑West❑ check one) noo ft. G i s ft. RearLot Line 138 ft. Septic/Holding Tank o ft. (oo ft. Drainfield ,39 i ft. ) p� ft. Privy ft. ft. Well 30 ft. go ft. Existing Structure/Building ft. ft. Wetland 350 ft. ft. Elevation of Floodplain ft. ft. Ordinary High -Water Mark (OHWM) ft. ft. Other (describe) ft. ft. APR 17 2025 SECTION G: Additional Questions ID Yes O No Has the location of the proposed project including eaves and overhangs and the sanitary system and well been staked? If no, what date will this be completed: ❑ Yes El No Did a licensed surveyor mark lot line(s) if project is within 10 feet of required setback? See page 2 of Land Use Application Information for required setbacks. El Yes ❑ No Did property owner or applicant mark lot line(s) if project is within 30 feet of required setback? See page 2 of Land Use Application Information for required setbacks. O Yes ❑ No Is there an existing sanitary system on the property? If yes, what kind? El Drainfield ❑ Holding Tank ❑ Municipal/Public O Other (describe): ❑ Yes El No Will pressurized water be installed in the structure? If yes, what kind of sanitary system will be installed or used to manage wastewater? ❑ Drainfield ❑ Holding Tank ❑ Municipal/Public El Other (describe): ❑ Yes El No Will sleeping occur in the structure? If yes, contact local Uniform Dwelling Code (UDC) for approval and inspection requirements. Is the project associated with any of the following: ❑ Rezone O Class A Special Use O Class B Special Use ❑ Conditional Use ❑ Variance Fee payment will be made via: El Check (attached) O Cash (attached) El debit/credit/echeck (department to call once payment is ready to be taken) How would you like to receive your permit card? El l Mail to: OR El Email to: ❑ Property Owner Address O Agent Address ❑ Contractor Address O Other (provide Name and Email or Address): Section H: Acknowledgement and Signature All Land Use Permits expire Two (2) Years from the date of issuance if construction or use has not begun. Sanitary Permit issuance, if required, 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 new construction of one- & two-family dwellings requires review and approval by the local Uniform Dwelling Code (UDC) authority. Additions and alterations to one - and two-family dwellings may require review and approval by the 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.gov/topic/wetlands, v/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 of Bayfield 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: s.n s,.0oss, Owner(s) or Authorized Agent Signature: Karl L Kastrosky __ — Date: 4/8/2025 NOTES: 1. If you are signing on behalf of the owner(s) a letter of authorization must accompany this application. 2. Specific conditions/instructions may be stated on the face of the issued Land Use Permits. Owners, agents, & contractors must all be aware of permit details & conditions and permit card must be posted on property prior to start of project. Bayfield County, WI SITE PLAN PROPOSED BUIUDNG LOCATED ON A PARCEL OF LAND IN AaaaOL vn.nr awl 0' GOVERNMENT LOT 13 OF SECTION 27, T. 44 N.. R. 6 W., IN THE TOWN OF GRAND VIEW, BAYFIELD COUNTY, WISCONSIN A TAX IDft 16781 PROJECT FORTH OWNER.- ANNAMARfE K BOWMAN TRUST • sat vent �/ S 76'03'01" E 163.68' 1O. C SCALE: ONE INCH = 50 FEET 0 50 100 150 L.D. LEGEND 6� Q ww -r CLEW'' BO - SO rm BOWMAN • ro /]' 9AS5 cwvm 64YlV !'PE SGYL w<7r - lZ ML4Th0SAnRCR . J ( ) aECOR0E0 RUTh7JMDON a2 6/2v/2024 AqR FB LD ett rvvr P6 AV versa wNax ARMED N` IIO 3MGl N/T44 N/fAIAR6M/SLCt7 a _ O �r a N J O Cs C LL? N N 0 1°' - 4UINUFACTURF.ODY: I STE,Ec�Ly 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 REGULAR / A -FRAME ENGINEEREOUP. 30'-0" WIPE MA ENGINEERING CARPORT STYLE BUILDINGS LN61 W obuaa Tk,<.1 �AU•.O114303 DESIGN NOTES DESIGN CRITERIA DRAWING INDEX Ta.""'O;""' F" "R ° " 1. ALL CONSTRLCTRI SMLL BE PROVIDED IN ACCORDANCE WITH PREVAILING CODE: WCBC (IBC 2015) COVER SHEET ----- I DRAWING INFORMATION IBC 2015.0914 AISC 360. AISI 100. ASCE 7.10. AWS DI3 USE GROUP: U (CARPORTS. BARNS) CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. RISK CATEGORY: I SCNEDULE5 AMEMBER - pno m .. 3GLO" WIDE 6UILDINGS 2, ALL MATERIALS IDENTIFIED BY IWVFtCTURER NAME MAY BL I. ROOF DEAD LOAD (D) P = 4 PSF SECTIONS ---- 2 LOCA1ON: STATE OF WISCONSIN PROXC1ND,; 033-22-0237 SUBSTITUTED WITH MATERIAL EQUAL OR CR EIOCEEDI'G ORIGINAL 2. ROOF LIVE/SHOW LOAD (Lr) FRAME SECTIONS & DETAILS ---- 3 Lr - 20 -61 PSF SPACING SCHEDULES- rIEETTntE: 3. ALL SHOP COIIEC-ROUS SHALL BE WELDEDColteTIONS. (AS PER SNOW LOAD SEE TABLE 4) ENCLOSURE NOTES -- 4 COVER SHEET 4. ALL STRUCTURAL FIELD CONNECTIONS SHALL BE #12-14 X 34' 3. SNOW LOAD (5) PURLIN G GIRT SCHEDULES --- 5 SD5 (ESR-2I96 OR EO) WITFDIIT WASIER5. GROUND SNOW LOAD P0 -20-9O PSF IMPORTANCE FACTOR ' Is 0.8 SHBATMNG OPTIONS --- 6 ENEo 1! 11 5. STEEL SFEATNNG SHALL BE 29GA CORRUGATED GALY. OR THERMAL FACTOR Ct -12 SIDE WALL FRAMING DRAWN ev: A.W. DATE 2/7/22 PAINTED STEEL - MAIN RID IT. 314- (FY-BOK51) OR EO. EXPOSURE FACTOR Ct -1.0 cxEam BY: OM DATE: 2/7/22 CONVECTIONS SHML BE C12-14 X %505 (ESR-2196 OR E0) ROOF SLOPE FACTOR Cs -1.0 Q OPENINGS -- 7-A. 7-B WITH NEOPRENE WASHERS. 4. WIND LOAD (W) END WALL FRAMING LEGAL INFORMATION BASIC WIND SPEED Vat -103 -100 MPH 6. ALL STRUCTURAL LIGHT GAUGE 1110ING AND CHANNELS EXPOSURE L 60PENINGS •--- B-A&B -Alx%ROfATlouOI'TNB DRAWNONWtfl4OR rAR(IDSIRILTLY TOROICDG1. moo DOIICS x+u SHALL BE GRADE 50 STEEL (FY -50 KSI, FU= 65 KS¢ 5. SEISMIC LOAD (E) CORNER BRACING DETAILS --- 9 m-A09[CURD M MLIXIDR01' LAW. DESIGN CATEGORY D •DFAwplcsv.uao wroDATEOrov 7. STRUCTURAL TUBE 2 Y1- X 2 yi" • 14GA 15 EQUIVALENT TOTS 2 IMPORTANCE FACTOR It = too OPTIONAL LEAN-TO ADDITION --- R7 SEAL: a Y4'X 2&- 126A AND EM IER ONE MAY BE USED IN LIEU OF THE FOUNDATION OPTIONS -- Il-A TO 11-P LLLLIIIII OTI#R. TLOAD COMBINATIONS: OR 5)./vS �I� 8. GYPSUM BOARD OR DRYWALL FINISH OR ANY BRITTLE BASE 2. P+(0.6W ORR sO.7E) MATERIAL I5 NOTCOI5IDDRED OR ACCOUNTED FOR ONTNE 3. P + 0.75 (0.6W OR s0.7E)+0.75 (Lr OR 5) S DESIGN CRITERIA. 4. 0.604(0.6W OR t0.7E) $ * OMAR A ABU-YASEIN `, CC 9. ALL DESIGN CRITERIA MUST BE INCREASED TO THE NEXT C E36945 --�� IUGIERINCREMENT BASED ONTI4. TABLES ON PAGE 4. NO TOHIO --- INTERPOLATION IS ALL0WEDO ,OFF CUBIYIMER INFORMATION DESIGN LOADS BUILDING INFORMATION CERTIFICATION Ovmen: N onouxoOW Lnmx. NF nFRAME O REGULAR NOTLCEALIDITY DATEOFPLANS 02-07-2023 IIIN ADDRESS: ENCLOSURE O FULL ❑ PARTIAL ROOFLIVELOAO: LENGTH; EXPIRATION: CERTIFICATION ON THESE DRAWINGS IS STAMPEAPIRY: 07.31.2024 I DASIC WINO EPEEO: IIEONT: TYPE: O OPEN VAUDFORONEYEAR FROM DATE OF ISSUE __ Dnresloxm: 07.90.2022 LAND USE PERMIT APPLICATION REVIEW 1) Will this be the first structure on the site? O Yes El 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? 0 Proposed - Type [Existim_ - Type 4) Will any of the following occur within the proposed project/structure? O New Electrical Installation O New Plumbing Installation ❑ Sleeping 5) Has the location of the proposed project been staked including structure, sanitary system, and well? O Yes O No 6) If required, who marked the property lines? El Applicant/Property Owner O Licensed Surveyor 7) Is the property in the shoreland, within 300 feet of a river/stream/landward side of floodplain or 1000 feet of a lake/pond/flowage? O Yes O No O Unsure 8) Is there wetland located on or near the property? O Yes O No O Unsure 9) Is there floodplain located on or near the property? O Yes El No O Unsure 10) Is this project associated with any of the following: 0 Rezone 0 Conditional Use ❑ Special Use O Variance 11) Did you contact the town to see if any permits/requirements apply to your project? El Yes ❑ No The following items are included with the application: O Site Plan u El Building Elevations [III Iu )I )I)I APR 1 7 2025 El Floor Plants Bayfield Co. Zoning Dept. El 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 arc 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/tooic/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 1 (we) am (are) responsible for the detail and accuracy of all information that 1 (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 of Bayfield 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 offitspection./ Owner/s or Authorized Agent Printed Name: Owner/s or Authorized Agent Signature: o ��� r(s) ����i1s/ Date: _ NOTE: If you are signing on behalf of the ea letteM authorization must accoomppanythis application Address to Send Permit:: __7�//{te �� �� / �!�'1'6 to ,// S`'/ NNNFACIUNEo (4)rEAS DPJLE 3 �L3DJ 141 PEAK DRACE DP��� t [21 R09 DEAM I I 12 �CIIRCOF DEM+7 oJc I �, —�3 __— Is TKNEE BRACT, SEE-/ [•v1K13Jr E -SEE ABIF 3.1 FOP. LCNDRt TADIC FOR I.rici (I)CCWMNPOST L1 ,l1cauw1 POST ❑ TYP. A -FRAME SECTION [2] ROOF BEAM scAl6Nrs 12 I [4] PEAK BRACE _ Ai. I P - KNEE BRAGCE -ATTACH W/ [23] FASTENERS ES. -FIELD BOLT W/C23] FASTENERS - SEE TABLE 32 FOR O. OF FASTENERS REOD. LUMN POST ❑ A.'A-FRAME EAVE DETAI 5GLcW5 -Ai3LE 3.1: KNEE BRACE SCHEDULE ❑UPT08' 24•_ ❑ S T012 36- 3.2 [2]ROOF BEAM ❑ TYP. REGULAR FRAME SECTION 12 SKA:E, MO ROOF MEMBER g r- s r-lz [4) FEAR BRACE [4] PEAK BRACE. POUBL© ALONG ROOF MEMBER TILL SAYE ATTACH . - (5) KNEE BRACE- ATTAOI V// (2) (2.3] FASTENERS E5 [616-LG. CON.TCTOR SLEEVE - FIELD BOLT V/i [23] FASTENERS - SEE TABLE 3.2 FOR NO. CF FASTENERS REOD. BEAM PEAK RACE CONNECTION DETAILS() s ,Ws [1] COLJNN POST - FIELD Dar W/(23) FASTENERS w 12STAGGERED (6) 6• I.G. CONNECTOR SLEEVE (6) FULL - FELD BOLT V// (23) LENGTH ME FASTENERS - SEE TABLE. 32 POST- FUEL FOR ND. OF FASTENERS REDD. r DOLTW/ (22 FASTENER! 12' STASGI [3) SASE RAIL —" RETURN S[ID) PD SUPPORT- FOR PEN: BRACES LGNGER vr. b• THAW 12-U [41 PFAK BRACE BASE DETAIL score: Ws NOTE COLUMN POST MAY BE ADJUSTED zr FOR LEVELING. SUPPORT DETAI MANUFACTURER IS NOT RESPONSIBLE FOR LEVELING OF GROUND PB M ALE NUS 4 AND/OR CONCRETE SURFACE PROVIDED BY OTHERS. 457 N. Broadway, Joshua, TX 76058 1-866-730.9865 ENOMEFAED BY: MA ENGINEER]NG CIVIL• STRUCFURAI. mMIl. n.,N a.nT* oN4ZWJ rrtilL I.IT9. At4IRISDIL mxrmeglser,nm PROJECT; 30-0' WIDE BUILDINGS LOCATION: STATE OF WISCONSIN PROXCTNO_D3322OZ 7 SMELTTITLE FRAME SECTIONS & DETAILS SHEETNO.: 3 / 11 CHECKED NY: OAA DATE 2/ �J LEGAL INFORMATION. -MYDUID(iATO40TRIp URAYIIW IN EOA G� rxr15STRICItr? OI.Dna: xR UC f ROsfOJID IIO(R THE NAL IXI9R Q]Ia UAW. - DRAMNGD VNN UP TO PARE QDPRATKRA SEAL: GoIV OMARE AB N 3 E4804509.11 C .. OLEDO . _ ::Tc 7: T h1111 1T' 3 Cl sWANP EKPIRY 07.31.2024 <(' _ DALE SIoxeo: 07.30.2022 "- - 11AHUrAcTUNmm, TABLE 4: FRAME SPACING CHART I SCHEDULE GROUND SNOWI LOAD(PSF) ROOF LIVE740M640148 WE7)SPEED (MPH4 WILD SPEED (MPH) 0130 0140 005 DIGS 0180 0105 0115 OLIO 0140 0155 0165 0180 030/2054160 ❑40/270 42160 54 42154 48 48 42/46 42/48 96/42 96/42 54 40/54 42/48 42 86/42 36 SO 48 48 42148 42 96/42 36 30 080/34 40148 40148 40/48 40148 96/42 40/42 40142 40/42 40142 36 36 50 060/412 36 36 36 96 36 36 36 30 30 30 30 24 ❑70/47 32/96 32/36 30 30 90 30 30 30 2t 24 24 24 080/54 2124 24 2424 24 24 21 24 24 24 24 24 090/61 R5 10 ID ID --- -.- --- IS 18 --- --- --- --- --- 030/20 ❑40/2.7 050/34 60 48/60 40/54 60 46/60 4054 54/60 42/60 54 40754 48 48 42/48 42140 36142 36/42 54 48 40154 48 42/34 42148 42/48 42/48 96/42 36/42 36/42 36142 30136 30/36 40/54 40140 40148 40148 36142 40/42 40142 40/42 40/42 96/42 36 30136 060 / 41 36/48 36/42 36/42 36/42 36/42 36/42 36/42 36 36 36 36 36 36 30/36 010/47 32/36 32/36 32/36 32136 32/36 30 30 30 30 30 30 30 30 24 080/54 30 30 DO 30 30 30 30 24 24 24 24 24 24 24 090/61 24 24 24 24 24 24 24 IS IS b 18 0 IS I8 030120 ❑40127 60 43/60 60 48160 54/60 54 48 42148 36/42 54 40/54 42154 4284 36148 36/48 30/36 42/60 42/54 42/48 42/46 36/42 48 48 42/40 42/48 36148 98/48 30136 ❑ 50 / 34 4054 40/54 40154 40148 40148 40/46 96/42 40/42 40142 40142 40/42 36142 96/42 30/36 ❑ 60 / 41 ❑ 70 / 47 36/48 36/48 96/48 36/48 36/42 98/42 38/42 36 36 36 36 36 36 90136 32142 37142 32196 32/36 3286 32/96 SO 32/38 32J36 50 30 30 50 24 080/54 30/36 9086 9238 3086 30136 30 30 30 30 30 30 30 24 24 090/61 3236 30/96 30 30 30 50 30 24 24 24 2F Joshua, TX 76058 1.866.730.9865 EI1xhIIEE41EoDY: 4$' AAA ENGINEERING Cn9LS(AUCIV0AL /M414uG=-, P4e•Y,Ylg OI14N91 TEL41V3H.111-n 4161%141.0 cxagm. 30-0" WIDE BUILDINGS LEGATION; STATE OF WISCONSIN W40JECTBo.: 033-22-0237 WMETTRC SPACING SCHEDULES ND?eS' & ENCLOSURE NOTES 1. FRAME SPACINGS ARE IN UNITS OF INCHES (It4 2. WHERE TWO VALUES ARE SHOWN. THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAL SHEATHING. SNREt M: 4 / 11 3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT (P5F). WIND SPEED 158 SEC. GUST IN MILES PER HOUR (MPH). 4. FOR VALUES THAT LIE BETWEEN TWO CELLS. THE HIGHER (MORE STRINGENT) VALUE HAS TO BE USED. INTERPOLATION BETWEEN CELLS IS NOT ALLOWED. ORAWN BY: A.W. BATE: 2/7/22 cHEcxeoeY,OAA BATE: 2/7/22 ENCL05URECLASSIFICATION: _ �� LEGAL INFORMATION I. ENCLOSED BUILDING= ALL 4 WALLS FULLY ENCLOSED WITH DOORSAWNDOWS-USE _ '-n9rrowuumxnma GMwxr mvn,ae EA PAYE O MI1cTl.yt WcJL NACI2mww WU. ENCLOSED BUILDING SPACING CHART. - v ee rRE.9ECVROUNCC*BW MLrx1BE oFThE'W. - ,, _ - CPAWli69 WJIE tr ioDM3a rw+unx. 2. OPEN BUILDING ALL 4 WALLS FULLY OPEN = USE OPEN DUILDIL$ SPACING CHART. 5. 3FT PARTIALLY ENCLOSED - BOTH END -WALLS FULLY OPEN. WITH BOTH SIDE -WALLS ONLY ! sEAu 3F7 ENCLOSED - USE OPEN BUILDING SPACING CHART. 4 ENCLOSED MORE THAN 3FT = STARTWITH OPEN BUILDING SPACING CHART AND THEN ENCLOSED BUILDING �•y��i REDUCE SPACING BY 6. TYP. TYP. OPEN BUILDING scAlex9s 9CALEMB S. 3 SIDED ENCLOSED -ALL WALLS ARE ENCLOSED EXCEPT FOR I ENO -WALL -START WITH - * ABMARA.N ENCLOSED BUILDING SPACING, ThE OPEN END FRAME MUST HAVE EITHER A GABLED END =I E-36945 OR HAVE DOUBLED WELDED LEGS & ROOF. - [41 PEAK BRACE n = v TOLEDO ¢ 6. FOR ALL SHEATHING ENCLOSURES NOT LISTED ABOVE, REFER TO SHEET 5 FOR SPACING A OHIO w AND DESIGN REQUIREMENTS. ,GENERAL NOTES: Th I. THE MAX BUILDING LENGTH FOR ENCLOSED BUILDMG515 50-0-. THIS CAN BE INCREASED (2)0)c5Lu/�,�r1llitt111t4\S BY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. S1I- o CD 2. BUILDINGS WITH PARTIALLY ENCLOSED ENO WALLS NEED TO HAVE 510E WALL BRACING TO TYP. OPEN END WALL ON 3 O STAMP FXMBY: 07.31.2024 SUPPORT THE PARTIALLY ENCLOSED END WALL (SEE FIGURE A ON SHEET 5). 51 DE ENCLOSED BUILDING'a ^ DATESMx .' 07.30.2022 _ W `y A�IiYtii� r" 21' J A .0 � ! . _. ,,.'����r .. "' ;�r\ ♦y �� ,,�." _ Aye. yr�� ~i ., :� ��e�� b j � Ap np7� ,'!i �,"iOf36' + ♦ K�'��•�} � �{ .sx;Ry},�,y'3 Nf�,"X P. �y�' s 'A V 9� 0➢�,�4 v. �,�+�.ry' c 'Y j+44c j� R- +Il '/I &pl�F •'� { F, t T f _�i >P7 V FS r. {� .nh . ._. w,I / •.,, 3':- �+ {r ac O�flE47ttlQ t 4 i A YSI L tom{ k $ H e 46©0 I__._ _ a IN IIY: REGULAR / A -FRAME 30'-0" WIPE CARPORT STYLE BUILDINGS DESIGN NOTES DESIGN CRITERIA DRAWING INDEX 1. ALL CONSTRUCTDI SHALL BE PROVIDED IN ACCORDANCE WITH PREVAILING CODE: WCBC (IBC 2015) COVER SHEET ----- I IBC 200.OSHA. AISC 360, AISI 100. ASCE 740. AWS P13 USE GROUP: U (CARPORTS. DARNS) SCHEDULES 6 MEMBER - CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. RISK CATEGORY: I 5ECTION5 ._..- 2 Z ALL MATERIALS IDENTIFIED DY MANUFACTURER NAME MAY DE t ROOF DEAD LOAD (D) D. 4 PSF SUBSTITUTED WITH MATERIAL EQUAL OR EXCEEDING ORIGPAL 2 ROOF LWE/SNOW LOAD (Lr) FRAME SECTIONS & DETAILS --- 3 Lr-20 -61 PSF SPACING SCHEDULES - 3. ALL SHOP CONNECTIONS SHALL DE WELDEDCO L`TIMS. (AS PER SNOW LOAD SEE TABLE 4) & ENCLOSURE NOTES -- 4 4. ALL STRUCTURAL FIELOCOMECITON5 SHALL BE Fit -I4 X % 3 SNOW LOAD (5) PURLIN & GIRT SCHEDULES — 5 SPS (ESR-2I96 OR EQ) WITHOUT WASHERS GROUND SNOW LOAD fl -20-90 PSF IMPORTANCE FACTOR ' Is. 09 SHEATHING OPf10NS ---- 6 5. STEEL SHEATHING SHALL BE 29GA. CORRUGATED GALV. OR THERMAL FACTOR Ct -12 SIDE WALL FRAMING PAINTED STEEL- MAN RID Hr. 3/4' (FY=8OKSIJ OR FA. EXPOSURE FACTOR Cc 1.0 CONNECTIONS SHALL BE 172-14 X % SPS (ESR-2196 OR ED) ROOF SLOPE FACTOR Cs -1.0 60PENNG5 -- 1-A. 7-B WITH NEOPRENE WASHERS. 4. WIND LOAD (W) END WALL FRAMING SIC WIND SPEED 105 -180 MPH u = a ALL STRUCTURAL LICIT GAUGE TUBING AND OiANNEL5 EXPOS RE Cr & OPENINGS _ 8A, 8-B SHALL BE GRAVE 50 STEEL (FY -50 (SL FU = 65 KSI). 5. SEISMIC LOAD (E) CORNER BRACING DETAILS - 7. STRUCTURAL TUBE 212"X9X1'- WGA IS EQUNALENr TOTS 2 DESIGN CATEGORY IMPORTANCE FACTOR D Ic=1 OPTIONAL LEANTO ADDITI--F LEAN-to TU ����9 -lp Yi X2$"-12GAANDEIIFIER ONE MAY 13EUSEDINLEUOFIIE FOUNDATION OPTIONS --- lI-AT OTHER. LOAD COMBINATIONS: YD >- t P+(Lr095) EL -O 8. GYPSUM BOARD OR RYWALLFNSHOR ANY BRITTLE BASE 2. D + (0.6W OR:0.7E) o MATERIAL I5 NOT CONSIDERED OR AODONTFD FOR ON THE 3. 0 + 0.75(0.6W OR .0.7E)+ 0.75 (Lr OR 5) o -a -Ertl DESIGN CRITERIA 4. 0.6P + (O.6W OR *0.7E) NJ v 0 9. ALL DESIGN CRITERIA MUST BE INCREASED TO THE NEXT N O HG HER INCREMENT BASED ON 11-f TAK(IN ESPAGE4. NO In INTERPOLATION I5 ALLOWED. v' In�lir O AFRAME n�na.c OWNER: OROIINO&aOW: WIDTH: FMTY NEPE: ADDRESS: O RE DATEOFI 02-07-2023 I7 FULLu. ON: EN: ROOFLNE LOAD: LFJJ0111: ENCLOSURE DPARTIAL CEMIRCARNFlCATON ON TIERS DRAWINGS IS MSIC WIND SPEED: IIFJ011T: O OP[N VAUD FOR ONE YEAR FROM DATO OFISEI 457 N. Broadway, Joshua, TX 76058 1-866-730.9865 rnOGIEERPA DY: '01) A&A IHOINEER1NO OWL•Cl'D0CNML TA4ID!%IW • ru 11P]0mM 30.0" WIDE 6UILDINGS PROJECT Tao.: 033-22-0237 sHarnnE: COVER SHEET SKEET NO.: 1 / 11 DRAWNBY: A.W. DATe2/7/22 CHECKED Er: OM onm2/7/22 • ANY iZlrIiCAllCtl Cr INS DFNING IN WIW 0R TAR IS DIWLILYRIrHIDIXN-MMMC WYE 9D YAlL DE rYD4[CUIEO W IDEtTI II NAL GIHR Y UW LAW. WAUJCS VAUD Ur TO DATE Of DTYNDRL SEAL GO OMAR A - p ABU-YASEIN E44446 -0 TOLEDO `. • OHIO J12J Sip, I%S STAMPXPIRY: 07-31-2024 __ DATESIONFO: 07-30.2022 TABLE 2.1: MEMBER PROPERTIES e,nr+arncmn[D Dv: 1 cwni POsT 14SATUBE W/225" 2 X 225' X 12GATUBE PGERT ROOF BEAM 2'X2SXI4GATUBE I STEEL 9 4 DASE RAIL 25X23X14GATUBE PEAK DR/CE 24' X2.5' %HGATUBE 1 1 MCKNff55_14GA i4 VOCKIESS = VGA .. -. 5 KNEE DR/25X15' I4GACHANHEL 4 2.5" X 2.5° 14GA TUBEC 2.25° X 2.25" 12GA TUB 19PC1� 6 CONNECTOR SLEEVE 22b" X 2.25' X 125ATNBE 2 ECNEM1TS YALE. HIS 457 N. Broadway, 7 DASE ANGLE 2'X 7 X 3'LG. 3A6'ANGLE X7 Joshua, TX 76058 5 9 PURLIN 425"X15'XWBGAI140AIIATCHANNEL GIRT 423' X 15"XIDGA 114GA NAT GHANWL 5 5 N O ±, U1-686-730.9865 ENOINEEIIEOII?: T ' 10 SHEATHNG 29GAC2RRUGATEDUFEET _..,.,—B _ 2 22 11 END WALL POST 2a"X2S X 14GA TUBE 1 12 DOORPOST 25'X2.5'X14GATUDE I THICKNE55=14GA THICKNESS=14GA Ki 5PGLEIEADER 25-X2.'3 X 14GA TUBE 1 2" X 214GA TUB 3 2.5" X 1.5" 14GA CHANNEL 4 AAA ENGINEERING ;4 DOODLE HEADER. PSI.. 25'X 25'X I4GA iUDE 1 SLNf: M5 SLNLxiS cml•SERUCELMI. asl CWIL-W=.Te da.OI4%U Ei SERVICE DCOR I VNICOr/ S FRAMING 25'%2.9'%14GATUBE 1 15 Ih ra. uaaloea. ra.uormss .•,.b..e.e.,w" DRAWING INFORMATION pAyscr. 30'-0" WIDE BUILDINGS 16 17 ANGLE BRACKET 7%7%7LG.I4GAAIC_E STRAW BRACKET 7 X 7X4' LG.14GA PLATE 7 6 ® LDunIw: 51ATC'OF WISCONSIN GA TU 1B PS SUPPORT 2X25%NB`_ 10 DIAGONAL BRACE 2'X7XI4GA TUBE 3 H 4'9 PnD.IECTw. O33-2223721 20 GADRACE 7X7X14GATUDE BLE 3 PB BRACKET 225"X 225X 6"XI4GA ANGLE g m!CYJE55=14Gn/18GA 4.25" X 1.5 X 18GA / 14G `� 25° X 25" X 14GA TUBE W/ 225° sREETnnE: SCHEDULES & 23 TRUSSSTENERS 2F IC 1 HAT CHANNEL X 2.25" X 12GA TUBE INSERT U MEMBER5ECTf0N5 23 PRILL SCREWSGA (E5 B X1'5ELF• ILL SCREWS(ESR-219608 ALL FASIENER5 EO) W/ IEOPRE}eSTEEL WA5FER SCALE: N/S SCALE: HIS -- -- - --- NOTE: INSERT FULL LENGTH 6 FIELD sHEErno.: 7. / 11 TABLE 22: SHEATHING FASTENER SCHEDULE DOLT W/ (25) FASTENERS 012" C/C — "--�--"— DRAWN A.W_ DATE:2/7/22 CORNERPANEL5 SIDE LAPS I EDGE LAPS E_LSEV4'ERE STAGGERED OPPOSITE FACE IW: 9'C/L MINI 4GC I 9"GL CHECNEDrr:OAA wnx217122 LEGAL INFORMATION FASTENER TYPE: a12Xr SELF-DSCREWS (ESR-2196 OR EO) W/ RILL N NEOPRENE/STEEL WASHER 'SEE ttP.✓EATMPG FA5fEA'ER SCFEDIAE DVIriRAM ON PAGE6. O d- •' ° -arc wRIGoN a nnm DWE#&C.IN lITtLE raernsTwrnrrwmDIN. N.ra+e lowesDvnu lit ra4YwlmtWm flit N+LDfIR0 OrUt LAW, TABLE 2.& GAUGE THICKNESSDnAmxD vnuD k IC DATE Cl' D)UIgN. sEAi.: 19n:f=� oara5 0049 OD55 0:,oa STRAIGHTHCK BRACKET ANGLTME RACKET ���I%%flhl A/IE��XAA� SCALE, HID 6 SLAIL: HIS 7 \ LVV -� ABU•YA4F.IN TOLEDO W ..yl/�— � " n -'G OHIO Bn ��/��ii� 36- '4'o I �II THICKNESS=29GA 11/G(NE55= 14GA THX:KNE4?p 3/16 ' 29 GA CORRUGATED SHEATH __ PD BRACKET BASE AN6Sf. I0 7E r STAMP ED'PTY: 07-31-2024 u� SCNFi M5 SrN L•xr9 9 :iwtE: N/S a DATE SIGNED: 07-30-2022 TABLE Si: PURLIN SPACING SCHEDULE GROUND SNDW / RODFLME WINOSPEED(MPFfj LOAD (P61) b5 115 YDO t O L0 0 t 0 030120 040/27 050154 060/41 070/47 080/54 Cl 90 / 61 54 48 42 36 30 24 24 42 42 42 36 30 24 24 40 40 40 36 50 24 24 36 36 36 36 30 24 24 32 52 32 32 30 24 24 30 30 30 30 30 24 24 24 24 24 24 24 24 24 030/20 040/27 050/34 080/41 070/47 080/54 0/6I 54 42 40 42 42 42 42 42 56 36 30 30 30 30 40 40 40 40 36 30 30 36 36 36 36 56 30 30 32 32 32 32 32 30 30 32 52 32 32 32 30 30 50 50 30 50 30 30 30 030/20 040/21 050/54 060141 010/47 Cl 60154 090/61 54 48 42 42 36 56 30 42 42 42 42 36 36 50 40 40 40 40 36 36 30 36 36 36 36 36 36 50 32 32 32 52 32 32 30 32 32 32 32 32 32 50 30 30 30 50 30 50 50 030/20 040/27 050/34 ❑ 60/41 010/47 ❑ 80/54 ❑ 90/61 54 48 42 42 36 36 30 42 42 42 42 36 56 30 40 40 40 40 36 36 50 36 36 36 36 56 36 30 32 32 32 32 32 32 30 32 32 32 32 32 32 30 50 30 30 30 50 30 50 030/20 040/27 050134 090/41 010/47 080/54 090/61 54 48142 42 36 36 30 42 42 42 42 36 36 30 40 40 40 40 06 36 30 36 96 36 36 96 36 30 3•i. 32 32 32 52 32 30 32 32 32 32 32 32 30 30 30 30 90 30 30 30 PURLIN SPACING UNITS ARE IN INCHES. FRAME SPACING NEEDS TO BE DETERMINED FROM TABLE 4. TABLE 5.2: GIRT SPACING -C -r -0111 F 09-0' 4 24 IB04'6 M54 6 30 2404'0 42 56 3003'6 5 42 4202'4103'1748 42 42 NOTES: I. GIRT SPACING U14TS ARE IN INCHES. 2. THIS SCHEDULE 15 TO BE USED FOR BOTH 14GA 3. FP.AME SPACING NEEDS TO BE DETERMINED FROM TABLE 4. PARTIAL EICWw' FIGURE C FIGURES A. B. C & P ON TFE RIGHT INDICATE EXAMPLES OF IRREGULAR BUILDINGS. NDWALL EPO WALL FOR IRREGULAR BUILDINGS, FRAME SPACING MUST BE REDUCED BY 6- FROM OPEN DLILDIIG SPACING TABLE SEE SHEET 4 FOR OPEN BUILDING TABLE. SITE SPECIFICS MAY ALLOW FOR ALTERNATIVE SPACI G. FlGLIRE D OPEN OR PARTIAL SIDE WALLS SIDE WALLS IL BRACING IAL END WALL AT PARTIAL END WALL SIDE WALLS DIAGONAL BRMNG AT PARTW. END WALL 457 N. Broadway, Joshua, TX 76058 1-866.730-9865 wNwFE11ED DV: Ii' ARA ENGINEERING OWl.-STAUCTNMI. DDeW...x...t3v.r.4hoxawvl nTawt4o.r ufmlmss PROJECT: 30'4' WIDE BUILDINGS TatA1wN: STATE OF WISCONSIN PROJECTNO., 033-22.0237 SHEET 111W PURLIN & GIRT SPACING SCHEDULES SIEET110.: 5/ 11 - DRAWNDY: A.W. om, 2/7/22 cu c,eo oT:OAA DATE: 2/7/22 • Mt DUIvaDal Otme ocn hltwlwRRt OR Iwo 5wjcmv rogacoo& NA1ML OCNG 9O WILL nv rROSEMTD UtwZR 1W AAL BDBIT a ME MW. LrMVIINN:9 VflO Trio OM! OrtE' cN. OPAL �S C ONMR A. *+ ABU-YASEIN E-38945 TOLEDO 0 OWO /U ` /�7j7/1111111\\\\♦ StMJP EIDIRY: 07-31.2024 DATE mONED: 07-30-2022 .. . ' `T I �v,;\\/% �illlI,Il�llllIIIIIII���IIIIIIIIII�I! r. \%� `ll�llllll`�!IIIIIIIIIIII , O 11. . I . IUIII .. ; r ■ ////� q Ce T`•I 7, 1 [16) ANGLE cur. SECURE T DOOR POST AND BASE RA W/ (4)[29) FA5TEt8R5 E: [H?) SHEATHING SEE TABLE 22 FOR ASTFI4R SCHEDULE (SA) ENDIWALL GIRTS ❑ WALL VERTICAL SHEATHING - TUBE DETAItC ECALGNTS • C' ,"I j r1 J 22 FOR SCEDm GIRTS o STABLE FA3Wfl C [91 cNr,Q VERTICAL 5HEATHING - HAT CHANNEL DETAIL® s�.ue5rts 457 N. Broadway, Joshua, TX 76058 1.86&730-9865 ENGINEERED DV: f'/' AAA ENGINEERING aWT. STIIOCIVEAL G1Tel419=1e rstM, V-,Ia.Oil4NI Tel. r19JYLIcM • 9rz LIWI%dIL vw.uµi^entroq PROJECT. W -O' WIPE BUILDINGS Common: STATE OF WISCONSIN PROJECT NO.: 03322.0257 SHEATHING OPTIONS & DETAILS ENEETNDJ 6 / 11 DRAWN W. A.W. wme 2/7/22 • ANYCI•NCAAIOI QTRI CPMt e'IWNDIZ OR PJAT O Sl11CDY IGVIm W!. INIM OOE189Q WILL JI 1N00tOC MLGTdf OPT1ElAW. • LAWNGAYAIO IWTO MTE O'O•VAIUI. OMRk AEU.VASEIN E.T9945 TOLEDO OHIO ii SS sraxvEwmr. 07-31-2024 "_ wTE 91ONEJJ: 07-30.2022 LlnrmmrnwsO BY: MAX ICUT FRAMES CLEAR BAY tAR151DE OF OVERHEAD DOOR OPENNG & AT DULOING CORNERS ❑ SIDE WALL OVERHEAD DOOR OPENINGS WALE: WS CD SERVICE DOOR(S) Cb TO BE LOCATED a PER CUsrars ts C7 RSaUREMENi5 .0 IZED IVNDOW O la [I SIDE WAIL SERVICE DOOR / WINDOW OPENIN SCALE, NYC Lt BULDMGCORNER5 ❑ SIDE WALL OVERHEAD DOOR OPENNGS WITH TRU55 STYLE HEADER SCALE, Nrs SIDE WALL FRAMING NOTES: L TRUSS -STYLE HEADERS ARE REQUIRED FOR WHERE THE GROUND SNOW LOAD 15 40 PSF 0R GREATER. 2. DESIGNS AND DETAILS S OWN HERE ARE APPLICABLE TO BOTH REGULAR AND A -FRAME STYLE BUILDINGS. 3. MAR. HEIGHT OF SIDE WALL OVERHEAD DOOR OPENINGS IS 2 FT LESS TI IAN THE EAVE HEIGHT. 4. OVERHEAD DOOR OPENINGS CANNOT Cut THROUGH MORE THAN 2 FULL FRAMES. 5. MIN I CLEAR BAY MUST BE MAINTAINED BETWEEN ANY 2 OVERHEAD POOR OPENINGS. A CLEAR BAY IS A SPACE BETWEEN TWO FRAMES THAT HAS ND OVERHEAD DOOR OPENNG5. 6. MIN I CLEAR BAY MUST AL50 BE MAINTAINED FROM THE BUILDING CORNERS. 7. SERVICE DOORS AND WINDOWS CAN BE PLACED M CLEAR DAYS OK ANY WHERE ELSE AS NEEDED. 457 N. Broadway, Joshua, TX 76058 1-866-730-9885 EIIOINEERED m: '''' MA ENOrNEERING 0VILST1U1CNMI. 031 h,wm,v M,egt.h4 01142423 t1.4ISflIM2• Hf.4Is1PSW5 MNASya—a PROJECT: 30'-0' WIDE BULDING5 LACAnoa: STATE OF WISCONSIN WIORCTNR: 033.22-0237 SMEEt n1Le SIDE WALL FRAMING & OPENINGS NNEEINO.: 7-A / 11 -AW a.MYAII .01110 WJMfC W MAP[ L'. MRI B SISC.TLY EOPB00EN. WOOI<OOIL COVES SC flO5CCUIm IAVCRM NLL [YItEI O lilt LAW. - 0MLN10 VILD 010 DARE 0 CYPYAl ial. OPAL: CIO ABU-VASEIN E -36M5 A TOLEDOS. x :O oHw C 41 STAMPEXPIR 07-31-2024 DATE taCNED. 07-30-2022 ENINFACrURED DY: LG.r7JW4ELTOR (123 DOORPOST SLEEVE. nap BOLT W/ (6J 6^LG.OONNECTOR [53WM00WFRAMING (1)COLUMNPOST [231FA5TENERS-SEE SLEEVE FIELD BOLT W/ ABOVE HEADER TABLE 32 FOR W. OF 5 T E E IL_ [23J FASTENERS -SEE Jjj FASTENERS REOD.-cy TABLE 3.2 FOR NO.OF [16] ANGLE CUP. SECURE iy'RRr. d' FA5TEIER5 REOD. M. TO COLUAW POST AND (3] DA5E RNL HEADER W/ (4) (23] D4) DOUBLE HEADER Fn5TENERs Es. 457 N. Broadway, 7lREr. $ r-rz Joshua, TX 76058 rPP. TIP. WINDOW FRAMING uL' r-� 1-866-730-9865 POOR POST BOT. CONN. DETAIL�� {AlU HIS ' CONN. DETAIL 2 ENGIN EDDY: COLUMN POST ABOVE ETA. "sceLE HIS DOOR HEADER CONK. DETAIL SCALE: HIS (15) ANGLECLIP. SEC FtE TO MA ENGINEERING COLUMN P057AND FEADER CIVIL srAUCIIJIUL. (I] COLIMN POST W/ (4) F3 TEKS SDS E.S. rme D..:un.meNw�.T*& 011430) c J AfGrLE CLIP. SECURE [IS] ANGLE CLIP. SECURE TO DRAWING INFORMATION ' COLUMNPOSTAND RS FIS. [Li]SIIOLE HEADER t000.UMN P0,5T no W/(4)[23]FASIENERS F5.-UPPF.RCFORD eaoxar: &Y -O' WIPE BUILDINGS SERY CE DOOR / WIWON FRAMD•G W/ (4) (23] yy LIXl,TION: STATE OF WISCONSIN FASTENERS E5. (14) DOUBLE �EADER (22]TRU55 PNDJECTNo.: 09322-0297 SPACER- sNEETYmr. k rig MA%?D'OC jS] 5EP.VICE DOOR/ SIDE WALL FRAMING WINDOW FRAMING �^ P- d fi^REc (e]FiIIKLE HEADER [i]COLUMN POST [I]COLUMN P05T d^ nP -LOWER aaRD _ DEYAIL5 _ % ➢•EEr. TrP• SIIEETNO.: 7-B / 1) TYP. SERVICE DOOR! WINDOWED (3 POST SL EVEFELPBOL OR L63 6 $ 2 FRAMING CONN, DETAIL 4 (25] FAFIELOBOLTE [1Z)DOOR P05T SLEEVE. FIELD ELTOR own er: A.W. ogre 2/7/22 scAlt—ms TA13LE5TELER5-SEE [23]FA TELD BOLT WI DNEgROEY:OAA are: 2/7/22 TABLE 32 FOR ND.OF [29] FASTENERS - SEE FASTENERS REOD TABLE 32 FOR NO. OF LEGAL INFORMATION COLUMN POST ABOVE PBL. FASTENERS REOP. . AwwmcATan wnRf DEAIWK. ul LDeac oA 5 /Mro9(ACM1Y 0.F➢ILDDI.NDOAR JIHC 90N91 POOR HEADER CONN. DETAIL ccr ttxa/rm LA+9ceme0AEraTo.-a rtu LAw. scuF: ATD COLUMN POST ABOVE TRU55O .NLLDNGsvno DrroDA1r wA,n4. DOOR HEADER CONN. DETAIL 6 SEAU -- D]COLUMN POST [636' LG.COMIECrOR Sttit"+IS \L,p1111111111j ABOVE IEADER SLEEVE FIELD BOLT W/ (23) FASTENERS - SEE y(EEi. �' TADLE 32 FOR NO.OF rn. a FASTENERS REOP. i * OMARA *� [22J.IRU55 _ (13) SINGLE HEADER ABU-YASEIN - UPPER & LONER E-39945 M YP2O'OC CHORDS IVLIDO W - p o io 1' �1S'Ecr. oN O 4T . m aUuU COLUMN POST ABOVE TRUSS'' DOOR HEADER CONK DETAIL 9CMEM9 �J STAYPE%NRY: 07-31-2024 DATES10HO: 07-30-2022 P9 Ci1 CD BY: SEE TABLE 8 -AI I -FE V. �y END WALL P05T SPACING MIN. 12' CORNER GABLE BRACING NOTE GABLE BRACE IS ONLY REQUIRED FOR PARTIALLY EIYS05EP END WALLS (END WALL POSTS ARE NDT NcH0RE0 TO THE GROUND) 2. FULLYEN0.03EDOR OPEN END WALLS DO NorREOIARE GABLE BRACING. MRL W [201 GABLE BRACE '�' ' — r O OFFSET � LkJ1 2 SEETABLEO-AI FOR MAX B B END WALL POST' 5P NG 457 N. Broadway, ry I Joshua IX 76058 pd B 1-866-730-9865 86 ENGINEERED N': Ali �</ 1,"' �I '■ MIN II ABA ENGINEERING CML•STRUCNRAL OPENINGS , rmsta.,wnr .T4kd.ON O6WEND WALL GABLES •rnuo-vnnsu. n,.AlomP,., MIS V'MW,}.flWaI 12' BETWEEN LI END WALL OVERHEAD POOR OPENINGS CCALE: FIT SEE TABLE sal FOR MAX END WALL POST SPACING (20) GABLE BRACE SEE TABLE 5 -Al FOR N \ BD WALL P05T NG OPENING SIZED 10 111 WINDOW SERVICE POOR(S) TO BE LOCATED PER CUSTOMER REQUIREMENTS Lj END WALL SERVICE DOOR AND WINDOW OPENINGS SCALE, MIS END WALL FRAMING NOTES: 1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A -FRAME STYLE BUILDINGS, 2. MIN 12' CLEARANCE MUST BE MAINTAINED BETWEEN ANY TWO OPENINGS (OVERHEAD DOOR OR SERVICE DOOR) AND FROM CORNERS. J. SERVICE DOORS AND WINDOWS CAN DE PLACED AS NEEDED. 4. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCLOSURES. SEE SHEETS FOR DIAGONAL BRACE CONNECTION DETAILS. DRAWING INFORMATION PRa .- 30'-0" WIDE BUILDINGS \ A LOCATION: STATE OF WISCONSIN 1 b PROJECT No: 033-22-0237 ©$ SHEETTIT.E: -. END WALL II eEET 8 DRAWN BY: A.W.DATe 2/7/22_ CHECKED BY: OAA DATE: 2/7/22 Cl PARTIAL END WALL FRAMING SCALE: FITS TABLE &A.1: END WALL P05T SPACING SCHEDULE WINOSCEEPI- CAVE (MPH) ■UP 107' non HEIGFfr ■8'109 ■KY 10:12' nonnon fln IBM= flfl - NrfWHICAIERI Of 1115 URMMIw M At6 E PART N SWCILYTORBIJOEN. nuO1t S4. OEPRCEECJIW UNDER TIE F9LL 0, OPRk DRAINNO' G5 VNV W1O OAR UTFATION� SEAL ``LL11111111lI)) p V ^ ABUMYASEIN E313945 TOLEDO SAO HIO �` STAMPEEPIHy: 07-31-2024 DATE SIONEO: 07.30.2022 Uuu -a uUL ti O C - r-12) DOOR. P05T (TECUREAOD BR/POST [16] ANGLE BP.ACKET. SECURE. TO DOOR POST AND BASE RAIL WI (4) SECURE TO DOOR POST (23] NERS AID BASE RAIL Wl (4) (FLAT INSTALLED CLIP (23] FASTENERS FROM INSIDE) (3J BASE RAIL DOOR P05T BASE RAIL CONN. PETAIL(1 ALE: CS ) [3] SIDE WALL BASE RAIL (l]COLIR4N F05T (6]6.1G. CONNECTOR SLEEVE [16) ANGLE BRACKET. SECURE TO DOOR POST AND BASE KM W/(4) [25] FASTENERS r. FNnWAll RAC PA!] 12) ROOF BEAM (v) SrRAGNR BRACKET. SECURE [1G] ANGLE BRACKET. SECURE 0 VOOR POST AND BASE RAIL TO DOOR POST MID BASE RAIL W/ (4) (23] FASTENERS W/ (4) [23] FASTENERS ES. (FLAT CLIP INSTALLED FROM INSIDE) o(0I1R)E�NDWALLPOST 21 POOR END WAIL POST - ROOF BEAM CON . PEETAI� SCALE W5 4 END WALL POST (' I] [II] END WALL POST _15] ANGLE CLIP. SECURE TO IT I END WALL POST AND DOOR/ [15] AN31ECLIP. SECURE TO VN�W FRAMING W/ (4) DOOR POST AND BASE RAIL. (23) FASTENERS E5 I WI (4) (23] FASTENERS ES. B5J SERVICE DOOR / WINDOW FRM9NG [L9] SINGLE FEADER TYP. SERVICE POOR / W[NDOW� HEADER - END WALL POST CONN. DI FRAMING GOWN. DETAIL SPITS SLLLE:Ir4 (II] END WALL POar (MI DOUBLEHEADER (II) END WALL POST POST ABOVE HEADER CORNER DETAI 2 WALE: MS .... [11] END WALL POST [wJ ANGLE BRACKET. SECURE - TO DOOR POST AID BASE RAIL W/ (4) (23] FASTENERS ES. (31 BASE RAP. END WALL POST - BASE�1 RAIL CONN. DETAIL SCALE: I'IS LIIJ L'PN WALL ruDI ABOVE HEADER (b]AIGLL CUP. SECURE TO DOOR POST AND BASE RAIL Wl (4) [23] FASTENERS E5. (13] SINGLE READER END WALL POST ABOVE HEADER CONK. DETAILi1 SCALE: HIS (15] ANGLE CLIP. SECURE TO LEADER AND COLUMN POST W/ (4) (23] FASTENERS E5. (13] SILGLEIEADER 011 COLUMN POST Al ACORN.EK [SJ ANGLE CUP. SECURE TO GABLE HEADER - CORNER POST CONN. DETAI (5J ANGLE CLIP. DOOR POST AND BASE RAIL SCALE WS B SECURE. 10 DOOR POST W/ (A)POS FA5TEN SE ES. 311 AID BASE PAL W/ (4) [T3) FASTENERS a �, r12' (M] DLEHR -..J P.WFBEANL5 COO]]GABLE r12 $ r.rr r-Iz @] ANGLE CLIP52 EMi END WALL P05T ABOVE DOUBLE DOUBLE HEADER - END WALL() END -TOTAL 4 SECURETD Iv ROOF BEAMS* W/ (4) [25] HEADER CONN. DETAIL POST CONK. DETAIL FASTENERS E.S. 9C.LtE WB EGLEN-S [11] EM) WALL POST ABOVE GABLE READER [20] GABLE ~ • E SO. X 14GA PLATE SECURE TO DRPCC POST AND GABLE BRACE WI (6) (23] MS IENERS AS 51 VAVN E5. DETAIL A TYP. GABLE BRACE CONK. DETAI it 50th Ws (201 GABLE BRACE [H] EIe WALL POST GABLE BRACING NOTE ABOVE GABLE WEAVER L GABLE BRACLISON.Y (17] ANGLE CUPS 2 EACH PEpUREO FOR PARMLLY EN) -TOTAL 4. SECURE EN0.05ED ENDWALLS (END TO GABLE I EADER W/ (4) WALL POSTS ARE Nor [25] FASTENERS ES. ANOIORFDTO1)EGRO1MD) DETAR B [L5]5INGLE NF.ALER 2 FULLY E1G.OPEN ENDDo NorWALLS DO NOf REQURE V•nuu nCTA11/\ GABLE 6P.AL7NG. 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED NY; 1'i AAA ENGINEERING CRNL-Sf9UCNRAL fall R<P;,N,.. Nw',ThI4..OllS?] Td459a4E-14N. hr. 4191)10555 30-0" WIDE LOCATION: STATE OF WISCONSIN PROJECT ND.: 033220237 SIEET TITLE: . END WALL FRAMINC DETAILS mlm NO.: B -B / 11 .... .. DRAWu6Y: A.W. DATE: 2/7/2.2 CNECREDUY:OAA DATE: 2/7/22 L• 0 SEA C- %tthhhLOINS �G OMAR A I ABU-YASEIN I E-36945 TOLEDO ofOHJ94 L,' STAMP E>.v'/: 07-31.2024 DATE SIGNEV: 07-30-2022 z CONCRETE SLAB FOUNDATION NOTES: ^ III 10�U;L II114 I. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE SLAB FOUNDATION. III I��I4 � ANY OF THE FOUNDATIONS SHOWN ON SHEETS I1 -A THRU D CAN BE USED, III \ 2. CONCRETE ANCHORS SHALL BE LOCATED NEXT TO EVERY POST AND OH ,. iijjlC I EITHER SIDE OF OPENINGS. TWO ANCHORS 511ALL BE INSTALLED AT CORNERS OF ENCLOSED BUILDINGS WITH END WALLS - ONE ON EACH III 2 DAZE RAIL IN LOCATIONS REQUIRING TWO ANCHORS DUE TO WIND. ONE ANCHOR I5 TO BE ON EACH SIDE OF THE COLUMN POST. III *A 9. ANCHORS IN CLOSE PROXIMITY TO EACH OTHER MUST HAVE A MIN. 4• SPACING. 4. MIN. NUMBER OF CONCRETE ANCHORS PER POST SHALL BE AS SHOWN IN TABLE 11-A2. 5. THE 51ZE OF THE SLAB SHALL BE THE SIZE (WIDTH AND LENGTH) OF THE BUILDING PLUS 6 FOR HGA MATERIAL AND * FOR 12GA MATERIAL 6. DEPTH OF SLAB TURN DOWN FOOTING SHALL BE GREATER THAN FROST DEPTH SPECIFIED PER LOCAL CODE. 7. CONTROL JOINTS SHALL BE PLACED 50 AS TO LIMIT MAX. SLAB SPANS CONIRC. JCNT59PACED AT 10 20' IN EACH DIRECTION MAR204'DC. B. ASSUMED SOIL SEARING CAPACrrY 15 TO BE A MIN OF 1500 NSF. CONCRETE SLAB FOUNDATION 9. CONCRETE STRENGTH TO BE A MIN Or 2500 PSI W 28 PAYS. SCALE NrS III I )I� / III � - BUILDING POST BEYOND A A 2'WIDLxr DEEP 1 1 NOTCH ALONG OVERHEAD POOR . • • • ANDSLOPET02' OVERHEAD DOOR NOTCH DETAI 2 SCALE: ITS TABLE 11-A1: NOTCH WI -I C14GA C3 2GA 019OA O12GA 23/4• 271Ff 13/4• 17/8' NOTE: DEPTH 15 TO BE 11/2• 91cou MI POST ANCHOR- SEE TABLE 0•A2• 6X6-WWOXW2.OWWF OR 04 457 N. Broadway, Joshua, TX 76058 1-886.730-9665 ENCEEE11EB DY: 11_, A&AENGINEERING civil.' 419uunvnel. m38D.a*,ua14rc: *,I Oil 416U Th l lfln1eu • Yrt A1194IMS5 TABLE 11-A2: CONCRETE PROJECT: 30'-0" WIPE BUILDINGS r oMOW SLAB ANCHOR SCHEDULE tf �rinr IF! . BASE LOCATIOT STATE OF WISCONSIN �....,�� PROJECT NO.: 033.22-0237 SLOPE i sll:Ernn.e: 0105 T0135 XT l�'' /i.JJ / ENCLOSED o�6 To ISO (2)U2"BXT '�%, FOUNDATION OPTION 1: 0105 ro 35 wax -z CONCRETE SLAB OPEN EIA WALL P05i 0156 TO lB0 ('L)U2'B XT COONA-A ataerxw 11-A/_11 ES: MGA SECTION A -A 1. ANCHORS ARE TO BE CONCRETE WEDGE OR mtnwoeY: AW. oaTE: 2/7/22 EXPANSION. te MOW a¢Cl�oer: OM OME: 2/7/22 �� iFlATiii T.F.F. EASE 2. MIN EMBEOMEN(OEPTH TO BE 2i^. rnt-irc LEGAL INFORMATION 3. ANCHORS TO BE SPACED NO MORE THAN 6• •Atnmauwwu orn115DRAvnwwIMiCWFROM POSTS. lslcoea tDuroi�me ruuamrtMIQtaomcuGi1 - LEGAL VNm 0rTO DATE Cr EnAION.o - .r ENAWALLPOST srA� 12GASECTIONA-A `,,\c1CI I 2''. o NOTCH EDGE MIN4'THKSIAD—i EDGE OFFSET DETAIL O(1 04 REBAR CONr. 6GLE1115 1 WTOI. SEE TABLE IFAI ANCHOR ( (t)COUJMW POST OMMA f[[rJ/* SLOSEE TABLE IFA2 ABLFYA6EIN CRAVE (3)5ASERNL •O ETBY46 Ir TOLE00 B,9N2%PE- p W AWAY FROM FOR) G IO � T Z SECTION 110 g8IB I srANpENIRY:07-31.2024 __ areswnm. 07-30.2022 Kastrosky821 LLC? Karl Kastrosky [1' ;;., Land Development& Zoning Consultantr,ij CZOning Dept 715-580-0157 14195 McNaught Rd, Cable WI 54821 Kastrosky821@gmail.com To Whom it may concern, E 6 S u d I APR 1 7 2025 I hereby authorize Karl Kastrosky to act as my agent to procure permits ar ayfield Co. Zoning Dept. access information pertaining to my property at 47995 Triangle nr in the Town of Grand View County of Rayfield p ,_,..,,..... June 7. 2024 Signature Date My contact information is: Address: S92 Crime Vine Trail Ocwenn IL S054 Email: Rvanumnmmynaliive rnmrive rnm Grim l_ r*f DECLARATION OF TRUS � ! APR 1? I, Annamarie K. Bowman, of Montgomery, Illinois, hereby transfer, assign, and set over to myself, as trustee, and declare myself the trustee of, the property described in the attached Schedule A, said property and all investments and reinvestments thereof and additions thereto (the "trust property") to be held subject to the following trusts: 1. This instrument and the trusts hereby evidenced, as from time to time amended, may be designated the "ANNAMARIE K. BOWMAN TRUST DATED JUNE 4, 2010." 2. During my life the trustee shall pay or apply such amounts of the income and principal of the trust property as the trustee, in his or her sole discretion, considers advisable for the comfortable maintenance, support, health, happiness, education and welfare of me and of any child of mine who is dependent on me, and, from time to time adding any undistributed income to principal. 3. Except as otherwise provided below, on my death the trustee shall provide for payment of all of my estate obligations and death taxes out of the principal of the trust property (other than trust property which, except for such payment, would be excludable from my estate or otherwise exempt from death taxes) without apportionment or proration, and the trustee shall not seek contribution toward or recovery of any such payments. The trustee shall certify to the executor or administrator of my probate estate the extent to which the available trust property is insufficient to pay such items. Elections or allocations authorized under tax laws may be made in any manner that appears advisable even though such actions may 1 12123.5:08 PM Cailbinod Reel Eatto and Personal Property Receipt TOWN OF GRAND VIEW TREASURER VINO MOT7INM TOWN OF GRAND VIEW PROPERTY TAX RPCEIPC NOTE: Receipt N not valid unt payment has been deared by a8 banks PO BOX 126 Receipt Number: 13021-00476 GRAND VIEW WI 54839 Date: 1/21/2023 Ocdt Root.: 42628 PMna; (715) 763-3151 Paid With: OIECK Cash Recdwd. 0.00 Refaencc: Tope Reat6d: 426.2E Rer&tOl By: Vldd Mot/mm In Grand View Refund: 0.00 M(Mlsc Reds: 0.00 Tope Payment: 426.26 ANNNMRIE K BOVJMNI TRUST 392 GRAPE VINE TR OSTSEG0 IL 60543 Real Estate Tax ID:16781 Tax Ycar.. 2022 PIN: 04021-244-06-274 05-013.10000 MuNtlpllty: TOWNOFGRANU VIEW Legacy PIN: 021106I050W Ayes: 13.000 STR: 2744N 06W Dnsalption: GOVT LOT I3 IN V.996 8683483 PdmaryOwner ANNAMPIBE K BOWMAN TRUST SRA Adlna: 47225 TRMNGIE DR Munldpal RETax Paid m10 0m 0.00 DOD 0.00 0.00 0.00 0.00 0.00 a00 280.10 280.11 Real Esthto Tax 30:16702 TaxYvan2011 PD1: 00-031-244-06-27-30541140000 MUNtlpality. TOWN OF GRAND VIEW Legacy PIN: 021008138000 Aam:173 0 STN:2744K06W taesaipfbru GOVT LOT 14 IN V.907 P.100484 3M 20048495986 PrO mary Ownr. ANNAMANE K BOWMAI TRUST 56e Ad0em Munidpal RE Tax Pa10 84.30 0.00 0.00 0.00 080 0.00 0.00 600 0.00 0.00 04.30 0.00 Real E6t6te TexID: 16783 TaxYar•.2022 PIN: 0}021.2#06-27-305016-10000 Munitl : TOWN OF GRMND VIEW Legacy PIN: 02160610700007000 K 7.110 res: 7.110 SIR: 2744N 06W Oasalptbn: GOVT LOT 'SIN 14996 R681 405 P&TIaIy Owns: AMNAMNUE K BOWNM4 TRUST SRe Addr0 0.00 0.00 0.00 61.08 0.00 MUNdpal RE Tax PAW 61.08 0.00 0.00 0.00 0.00 080 0.00m 0.00 OAO 0.00 0.00 OAO OAO 0.00 0.00 0.00 416.28 280.11 TOTALS: 3 41628 ltofll Sara due st/TedS obeys DOES NOT 1ndt MOP'S mid/ac e). Mouse st/crete inn/tidal the drnepmpwlies ma ned the COOnry I0nsJI7 hr paofftet would l�iduaejB Intent Nand/w penalty to aPdlaNeL mumYta uaturNnt (or Misted: 1/21/2023 5:00:16 PM Co !rte o N o 0' " o N c c m a� In . OI - t0 In h'. TO C6i[fll: D gf32 OCT 0 2 2024 AFFIDAVIT OF AUTHORITY J LI (Trust) Bayfield Co. Zoning Dept. PURPOSE. This Affidavit of Authority is used to certify the individual applying for a permit is authorized when the property is owned by a Trust. �I STATE OF WISCONSIN ) 0 u . J II it )Ss. Ill lii APR 1 7 2025 BAYFIELD COUNTY ) 0 The undersigned affirms and states as follows: Bayfield Co. Zoning Dept. 1. Address of Subject Property: Y762€? S Tj cinctli p Dc G ra.nA V leuj U -Dr J Sy83cl 2. The Subject Property is owned by: flnnr rcvac.c k E0 C)mnn I fu5% A\Cd Ti -me. 7/&Olo (Name of Trust) 3. The name(s) of the current Trustee(s): RfflCAno-t \N.. K Cbt3Maf 4. I certify that the Trust named in paragraph 2 is valid and in effect on the date signed below. I am the duly appointed agent of the Trust 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 Trust to apply for and bind the Trust 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 illegalities of the application for permit. Dated LA li(\ncin-rtCiC' K 3oi.oaian Print Name Subscribed and sworn to before a this day of d n 202 Notary Public, ta PciaQ.. County,1fisconsiFl j ( My commission: ,¢ oa I z OFFICIAL SEAL SUZANNE CAHAtAN NOTARY PUBLIC, STATE OF ILLINOIS MY COMMISSION EXPIRES: 011098027 I3--`-YYFIELD Bayfield County Planning & Zoning Department 117 E 5u' Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner. Submission Number: BOWMAN TRUST, ANNAMARIE K LU-01329 392 GRAPE VINE TR OSWEGO, IL 60543 Transaction Number: LU-01329-14FF7 Description Amount Verified Fee Amount $0.00 Non -Habitable Residential Principal and Accessory $360.00 Structures - $0.20/square foot (minimum $75) Total: $360.00 Payment Amount: $360.00 Reference: 2607 Paid by: annamarie k bowman,392 grape vine trl, Oswego IL 60543 Payment Type: cheque Transaction Date: undefined Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. mllflL APR 1 7 2025 Bayfield Co. Zoning Dept. f «�- T T 117 E 5t" Street P ��FAEL1D PO Box 58 Washburn, WI 54891 PLANNING & ZONING DEPARTMENT (715)373-6138 perm i ts@bayfieldcounty.wi.gov w ww. ha y fi el d co u ntv.w i. gov/zo fling LAND USE PERMIT APPLICATION County Use Only: Zoning District: +- Shoreland: k i n Fee Paid: - Refund: Permit#: X9° X18' Date: Property Owner Name: Authorized Agent Name (if applicable): 4' G L(' LU Ui Annamarie Bowman Trust Karl Kastrosky ... flRfll Telephone Number: 630-346-5321 Telephone Number: o°t' cil" 715-580-0157 [ [ 1 Q E -Mail Address: E -Mail Address: ryans-mommy@live.com kastrosky821@gmail.com J` APR 1 / ?OZI Mailing Address: Mailing Address: Bayfeld Co. Zoning Dept 392 Grape Vine Trail 14295 McNaught Rd City, State, Zip: City, State, Zip: swego, IL 60543 Cable, WI 54821 Contractor: Telephone Number: E -Mail Address: PROJECT LOCATION Project Address (if different from mailing address): 7225 Triangle Dr Legal Description (if additional space is needed, attach a separate sheet): Govt Lot 13 In V996 P681 Section, Township, Range: Town of: 7, 44, 6 Grand View Tax ID #: Lot Size (Acres/Square Feet): 16781 13 PROJECT DESCRIPTION (check all thata l ,) Proposed Use: Structure Type: Foundation Type: Z Residential ❑ Residence/Principal Structure 0 Basement ❑ Walkout Basement ❑ Slab ❑ Commercial El Detached Garage ❑ Crawlspace O Ground ❑ Skids ❑ Municipal ❑ Boathouse (one story only) ❑ Open-sided/Screened O Other (explain): Proposed Project: Proposed Sign is: O New O Replacement El New Construction Structure (gazebo, etc.) O On -premise O Off -premise ❑ I -sided ❑ 2 -sided ❑ Addition/Alteration O Stairway to navigable waters ❑ On -building 0 Multi -Tenant ❑ Change/New Use 0 Sign Length: Width: Height: ❑ Relocate (existing structure) 0 RV Placement Proposed RV is: 0 New 0 Replacement ❑ Temporary (12 or less months, ❑ Shipping Container does not apply to RV placement) ❑ Shoreland Grading (Class A) Year: Vin #: 0 Other (explain): Make: Model: PROPOSED PROJECT AREA - Area to nearest square foot of outside dimensionsincluding unfinished area, attached garages and above trade decks or porches (does not apply to Signs or RVs) Basement: I" Floor: Loft: 2'"1 Floor: 3" Floor: 30'x60' Other: Total Square Footage: Overall Height (finished grade to peak): 1800 14' 1 SITE PLAN DJ % 111) t:-1-' 1 't /i174 5-Je�r /,VA&, / E'a1 iie!ci Cu. Zoning Dept. 1111 APR 1 1202.1 Bayfield Co. Zoning Dept REQUIRED (PLEASE COMPLETE BELOW) County Use Only Overall footprint (including eaves/overhangs) 8800 sq. ft. Verified overall footprint sq. ft. All applicable setbacks (include on site plan too) Verified setbacks Road Centerline/Right-of-Way 230 fl. ft. Notes/Comments: North Lot Line 58 fl. ft. South Lot Line 138 ft. ft. West Lot Line 1000 ft. ft. East Lot Line 200 ft. ft. Septic/Holding Tank 40 ft. ft. Drainfield 3o ft. ft. Privy ft. ft. Well 30 ft. ft. Existing StructureBuilding 30 ft. ft. Wetland 350 ft. ft. Elevation of Floodplain ft. ft. Ordinary High -Water Mark (OHWM) ft. ft. Other ft. ft. NOTE: Please indicate "see attached" on this page if submitting site plan as a separate document. Il') FLOOR PLAN �f �� ; '%1174 •L; Indicate Floor: ❑ Basement 0 1" Floor O Loft O 2"^ Floor O 3r° Floor O Other Rayfield Cc. Zo my L' £t9E,9 f/-oae All applicable dimensions need to be shown on the floor plan and noted below County Use Only Dimensions (in feet) Square Footage Dimensions (in feet) Square Footage Floor without attached exterior components 30 X 60 1800 sq. ft. X sq. ft. with Porch I X sq. ft. X sq. ft. with Porch 2 X sq. ft. X sq. ft. with Deck I X sq. ft. X sq. ft. with Deck 2 X sq. ft. X sq. ft. with Attached Garage X sq. ft. X sq. ft. with Other (explain): X sq. ft. X sq. ft. NOTE: Please indicate "see attached" on this page if submitting floor plan/s as a separate document. 3 n E1e1150��15 uu APR 1 i 'ton Bayfield Co. Zoning D Town, City, Village, State or Federal Permits May Also Be Required LAND USE — X SANITARY — SPECIAL A — SPECIAL B/CONDITIONAL — BOA — No. 24-0489 Tax ID: 16781 Issued To: ANNAMARIE K BOWMAN TRUST Location: S27 T44N - R06W Town of Grand View Legal Description: GOVT LOT 13 IN V.996 P.681 483 Residential Structure in F-1 zoning district For: New Construction: 1 -Story Shed 30x60 (1800 ft2) BAYFIELD COUNTY PERMIT WEATHERIZE AND POST THIS PERMIT ON THE PREMISES DURING CONSTRUCTION (Disclaimer): Any future expansions or development would require additional permitting. Condition(s): To be constructed per plan. A Uniform Dwelling Code (UDC) Permit from the locally contracted UDC Inspection Agency must be obtained prior to the start of construction (if applicable). Town/State/DNR/Federal may require permitting. Not for human habitation or sleeping purposes. Must meet and maintain setbacks from furthest extension of structure including eaves and overhangs. For personal storage only. No sewer and pressurized water allowed in the structure. 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. Tracy Pooler Authorized Issuing Official October 4, 2024 Date .IN Co APR 172025 SITE PLAN PROPOSED BUIUDNG LOCATED ON A PARCEL OF LAND IN GOVERNMENT LOT 13 OF SEC11ON 27. T. 44 N., R. 6 W., IN THE TOWN OF GRAND VIEW, BAYFIELD COUNTY, WISCONSIN 4 enPwox N0ITF TAX ID# 16781 OWNER: ANNA4iR/E K BDRM4N 1RUS7 /(XCo = i6fy- e . d� 19 Nai ayC • Land Use Permit Application Review Checklist ••rte 1 _ Submission #: ✓t'1 What zoning district is the project located in? ❑ R-1 ❑ R-2 ❑ R-3 ❑ R-4 ❑ R-RB ❑ C ❑ 1 ❑ M ❑ A-1 ❑ A-2 F-1 ❑ F-2 ❑ W ❑ M -M ❑ Yes No Is lot substandard (does not meet current zoning dimensional requirements)? Deed of record: es O 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)? ❑ Yes to Is impervious surface required? (Required if riparian lot OR lot is entirely within 300 feet of OHWM of navigable waterway) ❑ Yes o Is the project located in the Floodplain? Zone: es ❑ No Are there wetlands on the property? ❑ Yes No Is project associated with a nonconforming use or structure? ❑ Yes o Is project associated with a variance? Case #: ❑ Yes 17No Is project associated with a Special B or Conditional Use Permit? Permit #: ❑ Yes o Is the project associated with a Special A Use Permit? Does the project require sanitary? ❑ Yes i 6)o 0 Existing 0 New 0 Intercept 0 Reconnect 0 Non -Plumbing ❑ Public Sanitary Permit #: ❑ Yes 1�j4o Does the project require mitigation? ( Implementation Deadline: Date of Compliance: ❑ Yes 4a JNo Does the project require an affidavit? ( Affidavit #: ❑ Yes o Did licensed surveyor mark lot line(s), if project is within 10 feet of required setback? ❑ Yes 410 Did applicant/property owner mark lot line(s), if project is within 30 feet of required setback? Project use is? Residential ❑ Commercial ❑ Municipal Project type is? 11 New Construction Addition/Alteration ❑ Change Use ❑ Relocate 0 RV Placement 0 Sign ❑ Establishing a Business 0 Tempor ry 0 Shoreland Grading 0 Other, describe: Structure Type is: 0 Residence 0 Principal Structure Accessory Structure ❑ Boathouse (one story only) ❑ Open-sided/Screened Structure (gazebo, etc.) 0 Stairway to navigable waters ❑ Mobile Home ❑ Shipping Container ❑ Other, describe Total Sq. Ft. of Project: 5PtIZj3S o Number of Stories: j Overall Height: Calculated Fee Category: ❑ Residential Principal Structures - $0.75/square foot (minimum $125) ❑ Habitable Residential Accessory Structures - $0.50/square foot (minimum $75) Non -Habitable Residential Principal and Accessory Structures - $0.20/square foot (minimum $75) ❑ Commercial/Municipal Principal Structures - $0.75/square foot (minimum $125) ❑ Commercial/Municipal Acc story Structures - $0.20/square foot (minimum $75) Calculated Fee Amount: ta Additional Fees: 0 Return Inspection 0 Land Use Revisions 0 Special Use Permit - Class A 0 After -the -Fact (ATF) ❑ Floodplain O Shoreland - Impervious Surface ❑ Shoreland - Non -Conforming, etc. 0 Tower Siting/Collocation 1 ❑ Tower Collocation 2 ❑ Metallic Mine ATF Fee Amount: Inspected by: al^>, Date of Inspection: `� Re -Inspected by: Date of Re -Inspection: Denied by: Date of Denial: Reason for Denial: Date Denial Letter Mailed: Approved by: $, 45l Date of Approval: Ce ' 7 Condition(s): Must meet and maintain setbacks from furthest extension of structure including eaves and overhangs. or personal storage only. ❑ For personal residence only. lot for human habitation or sleeping purposes. ❑ Town/State/DNR/Federal may require permitting ❑ A Uniform Dwelling Code (UDC) Permit from the locally contracted UDC Inspection Agency must be obtained priorto the start of construction. ❑ A Uniform Dwelling Code (UDC) Permit from the locally contracted UDC Inspection Agency must be obtained prior to the start of construction (if applicable). Use best management practices to limit and prevent erosion during construction. ❑ This permit cannot be transferred if property is sold. ❑ A Bayfield County Health Dept permit is required. ❑ Check with Town regarding room tax. ❑ Short -Term Rental is for a maximum occupancy of persons. ❑ Sign must meet the requirements of Article E of the Bayfield County Zoning Ordinance. ,To be constructed per plan. ❑ Adhere to privy agreement. ❑ Temporary permit allowing existing structure for a period of less than 1 year. ❑ RV may not be used for permanent residence or storage. ❑ RV allowed for ❑ RV must be removed by sewer and pressurized water allowed in the structure. ,�4lo plumbing or plumbing fixtures allowed. ,1≥9Vo additional sleeping areas allowed without obtaining necessary sanitary permit(s). Land use permits shall be required for any new residence, any building or structure erected, relocated, rebuilt, or structurally altered ,land use permits shall be obtained prior to the initiation of construction or a change in land use ❑ Requirements (e.g., permits/licensing/tax) of Local Town, Village, City, State or Federal agencies are required ❑ Sanitation requirements must be met (if applicable) ❑ Additional conditions may be placed and need to be adhered to at the time of permit issuance Other Conditions: B & 1'FIELD Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: Submission Number: BOWMAN TRUST, ANNAMARIE K LU-01609 392 GRAPE VINE TR OSWEGO, IL 60543 Transaction Number: LU-01609-29EA4 Description Amount Verified Fee Amount $0.00 Non -Habitable Residential Principal and Accessory $192.00 Structures - $0.20/square foot (minimum $75) Total: $192.00 Payment Amount: $192.00 Reference: 1009 Paid by: KASTROSKY821 LLC, KARL L. KASTROSKY, 14295 MCNAUGHT RD, CABLE, WI 54821 Payment Type: Check Transaction Date: undefined 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 — BOA — No. 25-0219 Tax ID: 16781 Issued To: BOWMAN TRUST, ANNAMARIE K Location: S27 - T44N - R06W Town of Grand View Legal Description: GOVT LOT 13 IN V.996 P.681 483 BAYFIELD COUNTY PERMIT WEATHERIZE AND POST THIS PERMIT ON THE PREMISES DURING CONSTRUCTION Residential Structure in F-1 zoning district For: Addition/Alteration [1 - Story], Accessory Structure on a Slab [960 Total sq. ft.] Height of 14' (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. Scott Roush Authorized Issuing Official April 30, 2025 Date Condition(s): Must meet and maintain setbacks from furthest extension of structure including eaves and overhangs. For personal storage only. Not for human habitation or sleeping purposes. Use best management practices to limit and prevent erosion during construction. To be constructed per plan. No sewer and pressurized water allowed in the structure. No plumbing or plumbing fixtures allowed. No additional sleeping areas allowed without obtaining necessary sanitary permit(s). Land use permits shall be required for any new residence, any building or structure erected, relocated, rebuilt, or structurally altered Land use permits shall be obtained prior to the initiation of construction or a change in land use