00. Planning Commission Agenda and Packet 02.10.2026 P.H.

NOTICE OF PUBLIC HEARING PROPOSED PRELIMINARY PLAT OF [Subdivision Name] PLEASE TAKE NOTICE that the City of Oconto Falls Planning Commission will hold a public hearing on Tuesday 10th February, at 5:00PM, at the Oconto Falls Municipal Building, 500 N Chestnut Ave., Oconto Falls, WI] regarding the preliminary plat of the "Former Washington Middle School submitted by Kevin Birr, Birr Investments, LLC. SUBJECT MATTER: The proposal involves the division of approximately 2.8065 acres of land into 14 single- family residential lots. The proposed plat is located at 102 S Washington Street, Legal Description: All of Block 1 Volk’s 2nd Addition to Volk’s Plat and proposed discontinued ally, being part of the Southwest ¼ of the Southeast ¼ and part of the Northeast ¼ of the Southeast ¼, all in Section 23, Township 28 North, Range 19 East Village of Oconto Falls, Oconto County, Wisconsin. The proposed preliminary plat is on file for public inspection at the City of Oconto Falls Clerk’s office and online at https://cityofocontofalls.com/government/city-council/current- meeting-agendas/ PROPERTY LOCATION/PARCEL NO(S): Tax Parcel Numbers 2660708316419 PUBLIC PARTICIPATION: All interested persons, or their agents, are invited to attend the public hearing and be heard regarding this proposed preliminary plat. Written comments may be submitted to the Clerk prior to the meeting and will be incorporated into the record. Dated this 19 th of January 2026 Peter Wills Administrator/ Clerk-Treasurer City of Oconto Falls N WASHINGTON ST CEDAR AVE UNION AVE JEFFERSON STE CENTRAL AVE S ADAMS ST S WASHINGTON ST ArcGIS Web Map Sanitary - Manhole Sanitary - Gravity Main 8" 15" Water - Curb Box Water - Main Valve Water - Water Main 4" 6" 8" 12" Oconto_Co_2022.sid Red: Band_1 Green: Band_2 Blue: Band_3 12/5/2025, 9:16:52 AM 0 0.02 0.040.01 mi 0 0.03 0.060.01 km 1:1,140 Planning Commission Public Hearing August 12,2025 1 CITY OF OCONTO FALLS PLANNING COMMISSION MEETING PUBLIC HEARING Council Chambers – Municipal Building 500 N. Chestnut Avenue Oconto Falls, WI 54154 TUESDAY AUGUST 12, 2025 – 5:00 PM MINUTES Chairman Coopman called the meeting to order at 5:00 PM. Roll Call Present: Marty Coopman, William Zietlow, Chique Tousey-Tabar, Jeff McDonald, Judy Kostreva and Brad Rice Also Present: Mayor Clint Braun, City Administrator Peter Wills, Deputy Clerk Jenny Friedman, Michelle Tester, Aaron Trempe, Cary Lerquin, Tamy Hintz, Dave Alsteen, Susan Mogged, Stuart Russ ******PUBLIC HEARING**** *** Public Hearing for investigation and determination of the Town of Stiles Petition to Annex portion of County I from City boundary south of South Main Street north to the northside of Columbia Street **** Public Hearing Notice was properly posted and published in the Oconto County Times Herald newspaper for two consecutive weeks. Property owners within a 200 ft. radius were also given proper notification **** DISCUSSION AND POSSIBLE RECOMMENDATION/ACTION ON THE FOLLOWING: 4. Town of Stiles Petition to Annex portion of County I from City boundary south of South Main Street north to the northside of Columbia Street At 5:00pm Chairman Coopman opened the floor for public comments for Public Hearing for investigation and determination of the Town of Stiles Petition to Annex portion of County I from City boundary south of South Main Street north to the northside of Columbia Street. Deputy Clerk Friedman and City Administrator Wills verified there were no written in or called in concerns prior to the Public Hearing. There was one letter returned in the mail. Deputy Clerk Friedman explained that address was double check with the county website but was the same address on file. First Call at 5:04pm concerns that were brought up from the public were; • Right now, the speed limit is 45mph. What will it go down to? 35mph the road but the school zone would like it to be 25mph. Planning Commission Public Hearing August 12,2025 2 • How long will it take to get the speed limit down? -Sixty to ninety days. • Will there be a digital speed sign? – Yes, the one from the old middle school will get moved over to new middle school. • Will the people in this annexation area get their addresses changed? – There is no intent to change their addresses because they are not coming into the city. • Just County I is getting annexed? - County I and the right away. • If the road needs to be fixed who will be responsible for this? This is something that still needs to be determined. Second call for public input was asked at 5:14 pm by Chairman Coopman. Chairman Coopman asked if there were any more concerns and comments on Public Hearing for investigation and determination of the Town of Stiles Petition to Annex portion of County I from City boundary south of South Main Street north to the northside of Columbia Street. Oconto Falls School Superintendent Stuart Russ thanked the City of Oconto Falls for trying to lower the speed limit in this area. Third call for public input was asked at 5:22 pm by Chairman Coopman. Chairman Coopman asked if there were any more concerns and comments on Public Hearing for investigation and determination of the Town of Stiles Petition to Annex portion of County I from City boundary south of South Main Street north to the northside of Columbia Street. There were no other citizens concerns. A. Close Public Hearing With no other concerns from the public on the Public Hearing for investigation and determination of the Town of Stiles Petition to Annex portion of County I from City boundary south of South Main Street north to the northside of Columbia Street. Chairman Coopman closed the public hearing at 5:22pm. B. Committee recommendation to City Council. MOTION: MC DONALD/RICE Motion to recommend the Town of Stiles Petition to Annex portion of County I from City boundary south of South Main Street north to the northside of Columbia Street to the Common Council Voice Vote: All present voting aye - MOTION CARRIED 5. Update Discuss Amending 2008 Comprehensive Plan Maps a. Review motion Amending 2008 Comprehensive Plan Maps MOTION: Tousey-Tabar/Kostreva Motion to Rescind the previous made on August 5,2025 of Motion to amend 2008 Comprehensive Plan Maps territory owned by OEC with in thirty-two acres Planning Commission Public Hearing August 12,2025 3 between Splinter Creek and North Chestnut to amend planned use industrial to residential. Voice Vote: All present voting aye - MOTION CARRIED MOTION: Tousey-Tabar/Kostreva Motion to amend 2008 Comprehensive Plan Maps territory owned by current property owners with in thirty-two acres between Splinter Creek and North Chestnut to amend future planned use industrial to residential. Voice Vote: All present voting aye - MOTION CARRIED NEW BUSSINESS 6. Approve Planning Commission Minutes from 05.29.2025, 08.05.2025 MOTION: Mc Donald/Rice Motion to approve Planning Commission Minutes from 05.29.2025, 08.05.2025 Voice Vote: All present voting aye - MOTION CARRIED 7. Home Owned Business Zoning- Conditional Use Permit process Review current ORD 480-6 Single Family (R-1) & Multiple Family Residence NO ACTION TAKEN A. Review current ORD 480-14 to 480-20 Conditional Use The current ORD 480-14 to 480-20 Conditional Use is vague should be updated to better guide citizens with in the city. B. Current City of Oconto Falls Conditional Use Permit Application, Public Notice, & State Statue 62.23(7)(de) Conditional Use Permits MOTION: Rice/ Zietlow Motion to direct the City Administrator to develop new conditional use application and amend Ordinance 480.21 regarding conditional use and home occupations. Voice Vote: All present voting aye - MOTION CARRIED C. Community example Conditional Use Permits NO ACTION TAKEN D. Committee recommendations NO ACTION TAKEN 8. Adjournment Having no further discussion, Chairman Coopman declared the meeting adjourned at 5:55 PM. Planning Commission Public Hearing August 12,2025 4 ______________________________ City Administrator Peter Wills A quorum of the Common Council was not in attendance of this meeting Planning Commission Public Hearing September 9,2025 1 CITY OF OCONTO FALLS PLANNING COMMISSION MEETING PUBLIC HEARING Council Chambers – Municipal Building 500 N. Chestnut Avenue Oconto Falls, WI 54154 TUESDAY SEPTEMBER 9, 2025 – 5:00 PM MINUTES Chairman Coopman called the meeting to order at 5:00 PM. Roll Call Present: Marty Coopman, William Zietlow, Chique Tousey-Tabar, Jeff McDonald, Judy Kostreva and Brad Rice Also Present: Mayor Clint Braun, City Administrator Peter Wills, Deputy Clerk Jenny Friedman, Michelle Tester, Mathew McDermid ******PUBLIC HEARING**** *** Public Hearing for amending the City of Oconto Falls 2008 Comprehensive Plan Maps page 62 to change parcel future use from industrial to residential. A. Open Public Hearing B. Receive Public Comments/Input C. Close Public Hearing At 5:00pm Chairman Coopman opened the floor for public comments for Public Hearing for investigation and determination Public Hearing for amending the City of Oconto Falls 2008 Comprehensive Plan Maps page 62 to change parcel future use from industrial to residential. Deputy Clerk Friedman and City Administrator Wills verified there were no written in or called in concerns prior to the Public Hearing. First Call at 5:00pm by Chairman Coopman for public input. There were no concerns from the public. Second Call at 5:35pm by Chairman Coopman for public input. There were no concerns from the public. Third Call at 5:36 pm by Chairman Coopman for public input. There were no concerns from the public. With no concerns from the public Chairman Coopman closed the public hearing at 5:38pm. DISCUSSION AND POSSIBLE RECOMMENDATION/ACTION ON THE FOLLOWING: Planning Commission Public Hearing September 9,2025 2 4. Amending the City of Oconto Falls 2008 Comprehensive Plan Map page 62 update project area future use from industrial to residential. A. Resolution No 25-007 PLANNNING COMMISSION ADOPTION OF THE CITY OF OCONTO FALLS COMPREHENSIVE PLAN 2008 – AMENDMENT ONE MOTION: Rice/Zietlow Motion to send resolution No 25-007 Planning Commission adoption of the City of Oconto Falls comprehensive plan 2008 – amendment one. Voice Vote: All present voting aye - MOTION CARRIED NEW BUSSINESS 5. Approve Planning Commission Minutes from 08.12.2025 The minutes were not in the packet to be reviewed so they will be placed on the next agenda. NO ACTION TAKEN Old Business 6. None for this meeting New Business 7. Adjournment Having no further discussion, Chairman Coopman declared the meeting adjourned at 5:40 PM. ______________________________ City Administrator Peter Wills A quorum of the Common Council was in attendance of this meeting DESIGNER: DrexelTeam.com BID PLAN -FOR BIDDING PURPOSES ONLY 1 2 3 4 5 6 7 8 9 SCALE: SHEET NO: PROJECT NO: COPYRIGHT DREXEL BUILDING SUPPLY IT IS UNLAWFUL FOR ANYONE TO USE OR REPRODUCE BY ANY MEANS ALL OR ANY PORTION OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF DREXEL BUILDING SUPPLY INC. DREXEL BUILDING SUPPLY INC. RESERVES THE RIGHT TO USE ALL OR PARTS OF THESE PLANS IN THE FUTURE. ALTHOUGH EVERY EFFORT WILL BE MADE BY DREXEL IN DESIGNING AND PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE OWNER/GENERAL CONTRACTOR ASSUMES ALL RESPONSIBILITY TO CHECK ALL DETAILS AND DIMENSIONS, AND IS RESPONSIBLE FOR ANY CHANGES OR ADJUSTMENTS REQUIRED DURING CONSTRUCTION. DREXEL MAKES NO REPRESENTATION FOR OR IMPLIES ACCURACY. 1/4" = 1'-0"SPRING SPEC ADDRESS TBD BIRR INVESTMENTS M. THOR R23-136-W A1 COPYRIGHT © 2023BID PLAN02/23/2023 MCT REVISION03/02/2023 LJU REVISED BID PLAN09/22/2025 LML REVISED BID PLAN #2 10/07/2025 LML GARAGE FLOOR AREA 502 SF COVERED PATIO 94 SF COVERED STOOP 38 SF FIRST FLOOR AREA 1431 SF TOTAL AREA 1431 SF 1/4" = 1'-0" FRONT ELEVATION 1/4" = 1'-0" LEFT ELEVATION 1/4" = 1'-0" RIGHT ELEVATION 1/4" = 1'-0" REAR ELEVATION DN FOUNDATION INFORMATION • HOUSE FOUNDATION • GARAGE FOUNDATION • PORCH/PATIO FOUNDATION (UNEXCAVATED) • WALL THICKNESS FOR REPRESENTATION ONLY- MASON/CONTRACTOR TO VERIFY • FINAL WALL/POST FOOTING SIZE AND DEPTH DETERMINED BY CONTRACTOR • MASON TO LOCATE PILASTERS AND SIZE FOOTINGS PER CODE AND SOIL CONDITIONS • WINDOWS/DOORS TO BE SET IN CONCRETE WALL- MAKE R.O. 3” BIGGER IN WIDTH AND HEIGHT • BEARING WALLS TO SIT ON MIN. 16” X 8”CONT. CONCRETE FOOTINGS, STUDS @ 16” O.C. WALL INFORMATION • HOUSE EXTERIOR • HOUSE INTERIOR • GARAGE FLOOR SYSTEMS • BASEMENT • FIRST FLOOR • STANDARD LOADING (PER SQ. FT.) 40# LL. 15# DL. • ADDITIONAL LOADING (PER SQ. FT.) (WHEN APPLICABLE) • • DURATION OF LOAD: 1.00% ROOF SYSTEMS • . HEADERS • STANDARD HEADER ALL HEADERS NOT LABELED AS LVL TO BE MIN. (2) 2X10 HEADER FOR ON-SITE (UNLESS VALUE ENGINEERED FOR OFF-SITE CONSTRUCTION) • TOP OF WINDOW R.O.S. • MINIMUM OF (2) SHOULDER STUDS AT EACH END FOR ALL OPENINGS 6’-0” AND LARGER GENERAL INFORMATION • ALL DIMENSIONS ARE TO THE ROUGH STUD (UNLESS NOTED OTHERWISE) 2X6 WALLS=5 ½”, 2X4 WALLS =3 ½” • ALL DIMENSIONS ARE TO OUTSIDE OF FOUNDATION WALLS/BRICK LEDGES • GENERAL CONTRACTOR TO LOCATE THE FOLLOWING ITEMS IN THE FOUNDATION (WHEN APPLICABLE) FLOOR DRAINS, ELECTRIC SERVICES, WATER HEATER, SUMP PIT + PUMP, FURNACE, GAS/LP LINE, BASEMENT, WINDOWS,ETC. • ACTUAL STEPS IN FOUNDATION WALLS AND LOCATION OF WINDOW WELLS TO BE DETERMINED ON-SITE BY GENERAL CONTRACTOR • DECK FRAMING SPECIFICATION TO MEET OR EXCEED REQUIREMENTS DEFINED WITHIN "APPENDIX B" OF THE WI UNIFORM DWELLING • ALL CABINET LAYOUTS ARE CONCEPTUAL-CONSULT CABINET DESIGNER FOR EXACT SIZES AND LOCATIONS OF CABINETS, APPLIANCES, AND WINDOWS • ALL DOOR HEIGHTS ARE 6'-8" UNLESS NOTED/SHOWN OTHERWISE • STUDS @ 10# DL. FOR TILE FLOOR 13# DL. FOR GYPCRETE.(1.5" THICK) 20# DL. FOR FIREPLACE FACE/HEARTH 25# DL. FOR GRANITE/QUARTZ DESIGNED FOR: ZONE 2 • STD. LOADING (PER SQ. FT.) 30# TCLL, 10# TCDL, 10# BCDL • DEFLECTION: LL=L/240, TL=L/180 • DURATION OF LOAD: 1.15% 8" x 8'-0" POURED CONCRETE WALL 6" x 4'-0" POURED CONCRETE WALL 6" x 4'-0" POURED CONCRETE WALL (MIN. 4'-0" TALL) FIRST FLOOR WALL HEIGHT: 2 x 6 x 9' 1 1/8" (UNLESS NOTED/SHOWN OTHERWISE) WALL HEIGHT: 2 x 4 x 10'-3 1/4"" (UNLESS NOTED/SHOWN OTHERWISE) FIRST FLOOR WALL HEIGHT: 2 x 4 x 9' 1 1/8" (UNLESS NOTED/SHOWN OTHERWISE) 4" CONCRETE SLAB 11 7/8" I-JOIST @ 16" O.C. FIRST FLOOR @ 6'-11 3/8" ABOVE SUBFLOOR (UNLESS NOTED/SHOWN OTHERWISE) 16" O.C. (UNLESS NOTED/SHOWN OTHERWISE) ENGINEERED WOOD TRUSSES @24" O.C. NEW HOME PLAN SPECIFICATIONS DEFLECTION: LL=L/480, TL=L/360 20 MIN RATED DOOR + FRAME 5/8" TYPE 'X' DRYWALL ON COMMON WALLS & CEILING KITCHEN BEDROOM #2 BEDROOM #3 DINNETTE ENTRY LIVING ROOM M. BATH MASTER BEDROOM BATH W.I.C 3/12 CEILING PITCH CATHERDRAL CEILING 54'-0 1/2" 10'-0 1/2" 15'-6" 17'-6 1/2" 11'-11 1/2"42'-1" 15'-1"5'-11 1/2"19'-2" 22'-0 1/2" 23'-4"30'-8 1/2" 21'-5 1/2" 3'-0" 3'-0" 11'-1" 14'-2" 11'-0 1/2" 11'-1" 5'-3" 5'-0" 8'-11 1/2" 3'-8" 11'-0" 3'-3"5'-4" 9'-1 1/2" 5'-4" 4'-6" 3'-6" 3'-11 1/2" 6'-3 1/2" 23'-0 1/2" 5'-11 1/2" 19'-3" 2'-6" 2'-8" 2'-8" 2'-1" 7'-3 1/2" 11'-9 1/2" 2'-8" 3'-6" 5'-0" 4'-2" 3'-10 1/2" 4'-3" 6'-0 1/2" 3'-0" 16'-2 1/2" 11'-9" 9'-4" DH3054 5'-1" 4'-11 1/2" 6'-6" 9'-0" 2'-6" 6'-11" 8'-1 1/2" DH3054 DH3054 DH3054-2 DH3054-2 (LAYOUT IS CONCEPTUAL) CATHEDRAL CEILING CATHEDRAL CEILING 9' FLAT CEILING 2'-1 1/2" 23'-7 1/2" 16'-4" 54'-0 1/2" 11'-0 1/2" 11'-0" 2'-11 3/4" 2'-11 3/4" 7'-6 1/2" 7'-6 1/2" 16'-0"x8'-0" OVH. DR. 3'-0" 43'-1" D.V. GAS F IREPL AC E NOTE: FRAMING AT FIREPLACE TO MEET FIREPLACE MANUFACTURER SPECS. CONTRACTOR TO ADJUST 12" BOX TRAY CEILING 27'-8"3'-0 1/2" 9' FLAT CEILING 9' FLAT CEILING 9' FLAT CLG. 9' FLAT CLG. CATHEDRAL FLAT OPEN RAILING 2'-8" 2'-8" 1'-9" 18'-10 1/2"4'-2" 2X4 GARAGE WALLS @ 10'-3 1/4"3'-3 1/2" 7'-6" 10'-1 1/8" CLG 9'-1 1/8" CLG 36" x 60" SHOWER 32"x60" T/S 6'-1 1/2" RANGE REF. DW SINK DROP ZONE (2) 11 7/8" LVL HDR (EXTENDED) 6'-2" 1'-0 1/2" FRAMED WALLS ADJUSTED OUT .5" TO ACCOMMODATE FOR 1" FOAM (ADJ. AS NEEDED PER HEAT LOSS CALC.) 43'-1" DH2436 9' FLAT CEILING 10'-4" COVERED STOOP 15'-9 1/2" 3'-4 1/2" 9' FLAT CEILING FLAT CLG CANT. TRUSSES GARAGE AREA 4" CONCRETE SLAB PITCHED TO O.H. GARAGE DOOR LINEN 6'-0 1/2" 4'-6" 3'-10 1/2" 3'-0" 6'-10" 4'-1" 2'-8" 4'-4 1/2" 3'-10 1/2" 2'-6" W.I.P 8'-4" 8'-3" LNDRY/ MUD 2X6 WALL 15'-4 1/2" DH3054-2 3'-8"12'-7 1/2" 2'-6" 2'-6" 3'-0" 2'-8" 3'-10" 6'-10 1/2" 2'-8" 3'-4" 2'-8" 8'-0" 3'-0" 2'-8" 2'-8" 9" RUN 14 RISERS 3'-0"3'-0 1/2" FLAT CATHEDRAL 5'-5 1/2" COVERED PATIO W.I.C BENCH 10'-4 1/2" 3'-0" FLUSH ENTRY FULL LITE FLAT CEILING DH3054-3 SIDING HOUSE WRAP 7/16" OSB 2X6 @ 16" O/C FULL INSULATION 4 MIL. VAPOR BARRIER 1/2" DRYWALL RIDGE VENT ASPHALT SHINGLES ROOF FELT 1/2" OSB W/ H-CLIPS ROOF TRUSSES @ 24" ROOF TRUSSES O/C R-50 INSULATION 6 MIL. POLY 5/8" DRYWALL 3/4" T&G OSB 11 7/8" I JOIST @ 16" O/C 4" CONCRETE SLAB 6 MIL VAPOR BARRIER 1" FOAM (ADJ AS NEEDED PER HEAT LOSS CALC) DAMPPROOFING 10" CONCRETE POURED WALL ALUM. FASCIA/SOFFIT 2X6 SUBFASCIA HEEL HEIGHT-SEE ROOF PLAN FORM-A-DRAIN W/ BLEEDERS AS REQUIRED GRAVEL FILL CONCRETE FOOTING-SIZED BY FOUNDATION CONTRACTOR SILL SEAL 2X6 TREATED SILL PLATE GRADE VARIES SPRAY FOAM INSULATION SILL SEAL 2X4 TREATED SILL PLATE NOTE: ROOF VENTING + HURRICANE CLIPS/TRUSS SCREWS PER CODE 9'-1 1/8" 7'-8" 9'-0" DESIGNER: DrexelTeam.com BID PLAN -FOR BIDDING PURPOSES ONLY 1 2 3 4 5 6 7 8 9 SCALE: SHEET NO: PROJECT NO: COPYRIGHT DREXEL BUILDING SUPPLY IT IS UNLAWFUL FOR ANYONE TO USE OR REPRODUCE BY ANY MEANS ALL OR ANY PORTION OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF DREXEL BUILDING SUPPLY INC. DREXEL BUILDING SUPPLY INC. RESERVES THE RIGHT TO USE ALL OR PARTS OF THESE PLANS IN THE FUTURE. ALTHOUGH EVERY EFFORT WILL BE MADE BY DREXEL IN DESIGNING AND PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE OWNER/GENERAL CONTRACTOR ASSUMES ALL RESPONSIBILITY TO CHECK ALL DETAILS AND DIMENSIONS, AND IS RESPONSIBLE FOR ANY CHANGES OR ADJUSTMENTS REQUIRED DURING CONSTRUCTION. DREXEL MAKES NO REPRESENTATION FOR OR IMPLIES ACCURACY. 1/4" = 1'-0"SPRING SPEC ADDRESS TBD BIRR INVESTMENTS M. THOR R23-136-W A2 COPYRIGHT © 2023 GARAGE FLOOR AREA 502 SF COVERED PATIO 94 SF COVERED STOOP 38 SF FIRST FLOOR AREA 1431 SF TOTAL AREA 1431 SF BID PLAN02/23/2023 MCT REVISION03/02/2023 LJU REVISED BID PLAN09/22/2025 LML REVISED BID PLAN #2 10/07/2025 LML 1/4" = 1'-0" FIRST FLOOR PLAN WALL HEIGHT: 9'-1 1/8" 1/4" = 1'-0" TYPICAL WALL SECTION- FLUSH ENTRY UP FOUNDATION INFORMATION • HOUSE FOUNDATION • GARAGE FOUNDATION • PORCH/PATIO FOUNDATION (UNEXCAVATED) • WALL THICKNESS FOR REPRESENTATION ONLY - MASON/CONTRACTOR TO VERIFY • FINAL WALL/POST FOOTING SIZE AND DEPTH DETERMINED BY CONTRACTOR • MASON TO LOCATE PILASTERS AND SIZE FOOTINGS PER CODE AND SOIL CONDITIONS • WINDOWS/DOORS TO BE SET IN CONCRETE WALL - MAKE R.O. 3 ” BIGGER IN WIDTH AND HEIGHT • BEARING WALLS TO SIT ON MIN. 16 ” X 8 ”CONT. CONCRETE FOOTINGS, STUDS @ 16 ” O.C. WALL INFORMATION • HOUSE EXTERIOR • HOUSE INTERIOR • GARAGE FLOOR SYSTEMS • BASEMENT • FIRST FLOOR • STANDARD LOADING (PER SQ. FT.) 40 # LL. 15 # DL. • ADDITIONAL LOADING (PER SQ. FT.) (WHEN APPLICABLE) • • DURATION OF LOAD: 1.00% ROOF SYSTEMS • . HEADERS • STANDARD HEADER ALL HEADERS NOT LABELED AS LVL TO BE MIN. (2) 2X10 HEADER FOR ON -SITE (UNLESS VALUE ENGINEERED FOR OFF -SITE CONSTRUCTION) • TOP OF WINDOW R.O.S. • MINIMUM OF (2) SHOULDER STUDS AT EACH END FOR ALL OPENINGS 6 ’-0” AND LARGER GENERAL INFORMATION • ALL DIMENSIONS ARE TO THE ROUGH STUD (UNLESS NOTED OTHERWISE) 2X6 WALLS=5 ½ ”, 2X4 WALLS =3 ½ ” • ALL DIMENSIONS ARE TO OUTSIDE OF FOUNDATION WALLS/BRICK LEDGES • GENERAL CONTRACTOR TO LOCATE THE FOLLOWING ITEMS IN THE FOUNDATION (WHEN APPLICABLE) FLOOR DRAINS, ELECTRIC SERVICES, WATER HEATER, SUMP PIT + PUMP, FURNACE, GAS/LP LINE, BASEMENT, WINDOWS,ETC. • ACTUAL STEPS IN FOUNDATION WALLS AND LOCATION OF WINDOW WELLS TO BE DETERMINED ON -SITE BY GENERAL CONTRACTOR • DECK FRAMING SPECIFICATION TO MEET OR EXCEED REQUIREMENTS DEFINED WITHIN "APPENDIX B" OF THE WI UNIFORM DWELLING • ALL CABINET LAYOUTS ARE CONCEPTUAL -CONSULT CABINET DESIGNER FOR EXACT SIZES AND LOCATIONS OF CABINETS, APPLIANCES, AND WINDOWS • ALL DOOR HEIGHTS ARE 6' -8" UNLESS NOTED/SHOWN OTHERWISE • STUDS @ 10 # DL. FOR TILE FLOOR 13 # DL. FOR GYPCRETE.(1.5" THICK) 20 # DL. FOR FIREPLACE FACE/HEARTH 25 # DL. FOR GRANITE/QUARTZ DESIGNED FOR: ZONE 2 • STD. LOADING (PER SQ. FT.) 30# TCLL, 10# TCDL, 10# BCDL • DEFLECTION: LL=L/240, TL=L/180 • DURATION OF LOAD: 1.15% 8" x 8' -0" POURED CONCRETE WALL 6" x 4' -0" POURED CONCRETE WALL 6" x 4' -0" POURED CONCRETE WALL (MIN. 4' -0" TALL) FIRST FLOOR WALL HEIGHT: 2 x 6 x 9' 1 1/8" (UNLESS NOTED/SHOWN OTHERWISE) WALL HEIGHT: 2 x 4 x 10' -3 1/4"" (UNLESS NOTED/SHOWN OTHERWISE) FIRST FLOOR WALL HEIGHT: 2 x 4 x 9' 1 1/8" (UNLESS NOTED/SHOWN OTHERWISE) 4" CONCRETE SLAB 11 7/8" I -JOIST @ 16" O.C. FIRST FLOOR @ 6' -11 3/8" ABOVE SUBFLOOR (UNLESS NOTED/SHOWN OTHERWISE) 16" O.C. (UNLESS NOTED/SHOWN OTHERWISE) ENGINEERED WOOD TRUSSES @24" O.C. NEW HOME PLAN SPECIFICATIONS DEFLECTION: LL=L/480, TL=L/360 BEAM PKT. LOCATION OF FIREPLACE FROM ABOVE- SUPPORT TO BE DETERMINED BY CONTRACTOR VERIFY KITCHEN LOADS FROM ABOVE- SUPPORT TO BE DETERMINED BY CONTRACTOR. BASEMENT 4" CONCRETE SLAB 8"CONCRETE WALLS 8' -0" (U.N.O) W/ CONCRETE FOOTINGS (SIZED BY CONTRACTOR) 11 7/8" I JOISTS @ 16" O/C 10'-0" 15'-6" 17'-6" 19'-6" 2'-6" G4848 EGRESS WINDOW WELL LOCATION TO BE VERIFIED ON SITE 22'-0" 6'-0" 15'-0" 43'-0" 12'-0" 42'-0" 54'-0" 2'-10 1/2" 16'-3" 2'-10 1/2" 9" RUN 14 RISERS 10" 16'-8" 17'-6" 7'-0" BEAM PKT. BEAM PKT. BEAM PKT. 8'-7" 8'-7" 8'-7" 8'-7" 8'-8" 7'-6" 7'-6" 11 7/8" I JOISTS @ 16" O/C UNEXC. 4" CONCRETE SLAB 6" CONCRETE FROST WALLS @ 4' -0" (U.N.O) W/ CONCRETE FOOTINGS (SIZED BY CONTRACTOR) 6'-2" 30'-8" 23'-4" 54'-0" 2x4 BEARING WALL W/ FOOTINGS 2'-8" 4'-6 1/2" 3'-11 1/2" 9'-5" 8'-6" 4'-1" 21'-0" 8" 4'-2" 19'-2" (2) 9 1/4" DROPPED LVL BEAM 1'-9" 3'-3" 7'-0" 1'-0" 2'-6" 43'-0" 10" 10'-8" 4'-0 1/2" 2X4 INTERIOR WALL ON FLAT DOWN 8" DOWN 8" 30"x30"x12" CONCRETE FOOTING W.STEEL COLUMN - TYP. UNLESS NOTED OTHERWISE UNEXCAVATED 4" CONCRETE SLAB PITCHED TO O.H. GARAGE DOOR 6" CONCRETE FROST WALL @ 4' -0" MIN. (U.N.O.) CONCRETE FOOTINGS (SIZED BY FOUNDATION CONTRACTOR) (2) 9 1/4" DROPPED LVL BEAM T/ PORCH FOUNDATION WALLS TBD BY CONTRACTOR FLUSH 11 7/8" LVL HDR 6'-0" 10" 16'-8" 13'-2" 11 7/8" I JOISTS @ 16" O/C 10" THICK/ 9' -0" TALL FOUNDATION WALLS W/ 4" INTERIOR JOIST LEDGE 10" THICK/ 9' -0" TALL FOUNDATION WALLS W/ 4" INTERIOR JOIST LEDGE 10" THICK/ 9' -0" TALL FOUNDATION WALLS W/ 4" INTERIOR JOIST LEDGE 10" THICK/ 9' -0" TALL FOUNDATION WALLS 10" THICK/ 9' -0" TALL FOUNDATION WALLS FLUSH ENTRY PITCH SLAB TO UNDERSIDE OF DOOR SILL UNEXC. 4" CONCRETE SLAB 6" CONCRETE FROST WALLS @ 4' -0" (U.N.O) W/ CONCRETE FOOTINGS (SIZED BY CONTRACTOR) 3'-6" 4'-6" 4'-0" 4'-6" 3'-6" 4'-6" 2x4 BEARING WALL W/ FOOTING 33'-6" 8'-6" 8/12 PITCH ADJ HEEL HEIGHT 1'-6" 1'-0" 1'-0" 1'-6" 1'-6" 1'-0" 1'-6" 1'-6" 6'-0" 1'-0" 6/12 PITCH 7" HEELS 6/12 PITCH 7" HEELS 1'-6" 4'-6" 8/12 PITCH ADJ HEEL HEIGHT 8/12 PITCH ADJ HEEL HEIGHT 1'-0" 6/12 PITCH 7" HEELS SIDING 7/16" OSB TYVEK 2X6 @ 16" O/C FULL INSULATION 4 MIL. VAPOR BARRIER 1/2" DRYWALL RIDGE VENT ASPHALT SHINGLES ROOF FELT 1/2" OSB W/ H-CLIPS ROOF TRUSSES @ @ 24" O/C R-50 INSULATION 6 MIL. POLY 5/8" DRYWALL 3/4" T&G OSB 11 7/8" I JOIST @ 16" O/C 4" CONCRETE SLAB 6 MIL VAPOR BARRIER 1" FOAM (ADJ AS NEEDED PER HEAT LOSS CALC) DAMPPROOFING 8" CONCRETE POURED WALL ALUM. FASCIA/SOFFIT 2X6 SUBFASCIA NOTE: ROOF VENTING + HURRICANE CLIPS/TRUSS SCREWS PER CODE HEEL HEIGHT-SEE ROOF PLAN FORM-A-DRAIN W/ BLEEDERS AS REQUIRED GRAVEL FILL CONCRETE FOOTING SILL SEAL 2X6 TREATED SILL PLATE GRADE VARIES SPRAY FOAM INSULATION 12 6 7'-8" 9'-1 1/8" 1'-6" DESIGNER: DrexelTeam.com BID PLAN -FOR BIDDING PURPOSES ONLY 1 2 3 4 5 6 7 8 9 SCALE: SHEET NO: PROJECT NO: COPYRIGHT DREXEL BUILDING SUPPLY IT IS UNLAWFUL FOR ANYONE TO USE OR REPRODUCE BY ANY MEANS ALL OR ANY PORTION OF THESE DOCUMENTS WITHOUT THE EXPRESSED WRITTEN PERMISSION OF DREXEL BUILDING SUPPLY INC. DREXEL BUILDING SUPPLY INC. RESERVES THE RIGHT TO USE ALL OR PARTS OF THESE PLANS IN THE FUTURE. ALTHOUGH EVERY EFFORT WILL BE MADE BY DREXEL IN DESIGNING AND PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE OWNER/GENERAL CONTRACTOR ASSUMES ALL RESPONSIBILITY TO CHECK ALL DETAILS AND DIMENSIONS, AND IS RESPONSIBLE FOR ANY CHANGES OR ADJUSTMENTS REQUIRED DURING CONSTRUCTION. DREXEL MAKES NO REPRESENTATION FOR OR IMPLIES ACCURACY. As indicated SPRING SPEC ADDRESS TBD BIRR INVESTMENTS M. THOR R23-136-W A3 COPYRIGHT © 2023 BID PLAN 02/23/2023 MCT REVISION 03/02/2023 LJU REVISED BID PLAN 09/22/2025 LML REVISED BID PLAN #2 10/07/2025 LML GARAGE FLOOR AREA 502 SF COVERED PATIO 94 SF COVERED STOOP 38 SF FIRST FLOOR AREA 1431 SF TOTAL AREA 1431 SF 1/4" = 1'-0" FOUNDATION PLAN WALL HEIGHT: 8'-0" 1/8" = 1'-0" ROOF PLAN 1/4" = 1'-0" TYPICAL WALL SECTION Revised 02.02.26 Below is the check list for the paperwork needed in order to obtain a building permit for any new or remodeled stick-built dwelling. These forms ** are included in the packet. ____ Act 211 Signature Form ** ____ Completed Application ** Sign 1st and 3rd page The highlighted form shows information needed ** ____ Cross Section ** if this info is not on your plans ____ Building Plans See Plan Info ** ____ Plumbing Affidavit ** (For plumber) ____ Heat Calcs. From HVAC contractor ____ Site Plan ** with Erosion. Control info documented. Must show accurate property lines; all structures, decks, sheds, ingress & egress, etc., clearly noted. All items must comply with City of Oconto zoning regulations. ____ Recent survey of lot (copy) If available ___ Contact Building Inspector for Fire number/Address (new builds) ____ Contact Oconto Falls Municipal Utilities for Water and Electric Connections ____Contact City Hall for Garbage and Recycling bins if need Revised 02.02.26 _______List of all subcontractors: Names, Addresses, Phone and Email, and required State Certification Numbers. ☐ Builder/General Contractor ☐ Excavator ☐ Mason ☐ HVAC Contractor ☐ Electrical Company ☐ Master Electricians ☐ Plumbing ☐ Demolition Contractor Once the above required information is received, the application will be reviewed. Amount due will be provided to applicant, and permit will be issued when payment is received. If an early start permit is required for the foundation/slab, contact me for a separate application and it will be reviewed and processed accordingly. A copy of INSPECTIONS REQUIRED sheet is included for your information. Building Inspector does not need anyone on site, but easy access is a requirement. A copy of my report will be secured on site. It is your responsibility to call for the correct inspections. Please have your licensed electrician call Building Inspector for the new service inspection once he/she has set the meter base, ground rods and panel. Building Inspector will inspect and notify Electric company with approval. A state licensed electrician MUST install the SERVICE per the NEC and the State. Contacts for City of Oconto Falls Jane Meissner, Building Inspector City Administrator Peter Wills/ City Hall License #945930 500 N. Chestnut/ PO Box 70 715-245-1708 Oconto Falls WI. 54154 Nebuildinginspector@gmail.com Email. Pwills@cityofocontofalls.wi.gov Phone 920-846-4505 ext 109 Fax 920-846-4516 Oconto Falls Municipal Utilities Water and Electric Connections 500 N. Chestnut/ PO Box 70 Oconto Falls WI. 54154 Phone, 920-846-4507 Fax 920-846-4516 Date: _______________________________________________________ Project Name and Address: _______________________________________________________ This letter authorizes Jane E. Meissner, Nature's Edge Inspection Agency, Building Inspector for The City of Oconto Falls to complete and submit to the State of Wisconsin, Department of Safety and Professional Services, a building permit in accordance with Act 211. Thank you. Signature: _____________________________________________________________ Print Name: ___________________________________________________________ Date: ________________________________________________________________ INSPECTIONS REQUIRED FOR NEW DWELLINGS AND ADDITIONS FOOTINGS/FOUNDATION 1. Whereforms, dampproofing, exteriorinsulationordraintilearerequiredforcodecompliance, thefooting/foundationshall beinspectedpriortobackfilling ROUGHS 1. Aroughinspectionshall beperformedforthebasementfloorareaandtheunderfloorvaporretarderandplumbingif applicable. Roughinspectionof thegeneral constructionincluding: Framing, Roughelectrical, Roughplumbing,Roughheating, ventilatingandairconditioning. INSULATION 1. Aninspectionshall bemadeof theinsulation andvaporretardersaftertheyareinstalledbut beforeconcealing. FINAL/OCCUPANCY 1. Adwelling maynot beoccupieduntil afinal/occupancyinspectionhasbeenmadethat findsnocritical violationsof thecodethat couldreasonablybeexpectedtoaffect thehealthorsafetyof apersonusingthedwelling. EROSION CONTROL Erosioncontrol inspections(if applicable) shall beperformedconcurrentlywithallotherrequiredconstructioninspections. 1 (5)REQUIREDPLANS. Therequiredbuildingplansshall belegibleanddrawntoscaleor dimensionedandshall includeall of thefollowing:(a) Siteplan. Thesiteplanshall showall of thefollowing:1. Thelocationof thedwellingandanyother buildings, wells,surfacewatersanddispersal systemsonthesitewithrespect topropertylinesandsurfacewatersadjacent tothesite.2. Theareasof land−disturbingconstructionactivityandthelocationof all erosionandsediment control measurestobeemployedinorder tocomplywiths. SPS321.125. Pleasedocument trackingareaondrive.3. Thepre−constructiongroundsurfaceslopeanddirectionof runoffflowwithintheproposedareasof landdisturbance.(b) Floorplan. 1. Floor plansshall beprovidedfor eachfloor.2. Thefollowingfeaturesshall beincludedonall floor plans:a. Thesizeandlocationof all rooms, doors, windows, structuralfeatures, exit passagewaysandstairs.b. Theuseof eachroom.c. Thelocationof plumbingfixtures, chimneys, heatingandcoolingappliances, andaheatingdistributionlayout. Alsothelocationof thefloor drainandelectrical panel.d. Thelocationandconstructiondetailsof wall bracingoneachbuildingsideandfloor level. Thedetailsmayconsist of theWall BracingComplianceWorksheet or alegendshowingwhichwall bracingmethodisusedandthelengthsor number of bracedwall panelsanddemarcationof thecircumscribedrectanglesifmorethanoneisused.(c) Elevations. Theelevationsshall showall of thefollowing: 1. Theexterior appearanceof thebuilding, includingthetypeof exterior materials.2. Thelocation, sizeandconfigurationof doors, windows,roof, chimneys, exterior grade, footingsandfoundationwalls.(6)REQUIREDDATA. (a) All planssubmittedfor approvalshallbeaccompaniedbysufficient data, calculationsandinformationtodetermineif thedwellingwill meet therequirementsof thiscode.(b) Thedataandinformationfor determiningcompliancewiththeenergyconservationstandardsshall besubmittedinaformatapprovedbythedepartment.(c) Except asrequiredunder s. SPS321.33, amunicipalityexercisingjurisdictionmaynot requireplansor calculationstobestampedor sealedbyanarchitect or engineer.(d) Thenameof theinitial downstreamreceivingwater of thestatefromthedwellingshall beidentified, regardingerosionandsediment control.determinesthat theplanssubmittedfor aone−or 2−familydwellingsubstantiallyconformtotheprovisionsof thiscodeandotherlegal requirements, anapproval shall beissued. Plansmust beCONSTRUCTIONready, haveFOOTING/FOUNDATIONinformation, CUSTOMERSNAMEandbeONSITEat all times. EXAMPLE SITE PLAN City of Oconto Falls 500 N. Chestnut, Oconto Falls, WI. 54154 920-846-4505 – F: 920-846-4516 PROPERTY ADDRESS: _____________________________________________ RH #:____________________ OWNER NAME & ADDRESS: __________________________________________________________________ OWNER CONTACT #: ________________________ APPLICANT CONTACT #: _____________________ Provide 1 copy of Site Plan Show on Plan Lot lines Lot Dimensions Street(s) Name All existing Structures Driveway location Special Easements (provide deed information) Power Supply Location of New Structure Structure Distance to Lot Lines Distance to Other Buildings Property Address Owner Name & Address Note: If Site Plan is not complete, the review process will be delayed. Shed Deck Garage Existing House SITE PLAN Property Owner contract Phone Number_______________________ Property Owner Email_____________________________ Contractors Phone Number________________Contractors Email_________________________ Dept of Safety & Professional Services Industry Services Division Wisconsin Uniform Building Permit Application Application No. Wisconsin Stats. 101.63, 101.73 Instructions on back of second ply. The information you provide may be used by other government agency programs [(Privacy Law, s. 15.04 (1)(m)] Parcel No. PERMIT REQUESTED Constr. HVAC Electric Plumbing Erosion Control Other: Owner’s Name Mailing Address Email: Tel. Contractor Name & Type Lic/Cert# Exp Date Mailing Address Tel. & Email Dwelling Contractor (Constr.) Dwelling Contr. Qualifier The Dwelling Contr. Qualifier shall be an owner, CEO, COB or employee of the Dwelling Contr. HVAC Electrical Contractor Electrical Master Electrician Plumbing PROJECT LOCATION Lot area Sq.ft. One acre or more of soil will be disturbed Town Village City of 1/4, 1/4, of Section , T N, R E/W Building Address County Subdivision Name Lot No. Block No. Zoning District(s) Zoning Permit No. Setbacks: Front ft. Rear ft. Left ft. Right ft. 1. PROJECT New Alteration Addition Repair Raze Move Other 2. AREA INVOLVED (sq ft) Unit 1 Unit 2 Total Unfin. Bsmt. Living Area Garage Deck/Porch Totals 3. OCCUPANCY Single Family Two Family Garage Other 4. USE Seasonal Permanent Other: 5. CONSTRUCTION TYPE Site Built Mfd. Per WI UDC Mfd. Per US HUD 6. STORIES 1-Story 2-Story Other: Plus Basement 7. EST. BUILDING COST w/o LAND $ 8. WALLS Wood Frame Steel ICF Timber/Pole Other 9. ELECTRIC Panel Amps: Underground Overhead 10. SEWER Municipal Sanitary Permit # 11. WATER Municipal On-Site Well I understand that I: am subject to all applicable codes, laws, statutes and ordinances, including those described on the reverse side of the last ply of this form; am subject to any conditions of this permit; understand that the issuance of this permit creates no legal liability, express or implied, on the state or municipality; and certify that all the above information is accurate. If one acre or more of soil will be disturbed, I understand that this project is subject to ch. NR 151 regarding additional erosion control and stormwater management and the owner shall sign the statement on the back of the permit if not signing below. I expressly grant the building inspector, or the inspector's authorized agent, permission to enter the premises for which this permit is sought at all reasonable hours and for any proper purpose to inspect the work which is being done. I vouch that I am or will be an owner-occupant of this dwelling for which I am applying for an erosion control or construction permit without a Dwelling Contractor Certification and have read the cautionary statement regarding contractor responsibility on the reverse side of the last ply of this form. APPLICANT (Print:) ____________________________________ Sign:___________________________________________ DATE APPROVAL CONDITIONS This permit is issued pursuant to the following conditions. Failure to comply may result in suspension or revocation of this permit or other penalty. See attached for conditions of approval. ISSUING JURISDICTION Town of County of Village of State City of State-Contracted Inspection Agency#: Municipality Number of Dwelling Location - FEES: PERMIT(S) ISSUED WIS PERMIT SEAL # PERMIT ISSUED BY: Plan Review Inspection Wis. Permit Seal Other Total $ $ $ $ $ Construction HVAC Electrical Plumbing Erosion Control __________________ Name ___________________________________________ Date _______________ Tel. ________________________ Cert No. _________________________________________ Email: ___________________________________________ SBD-5823(R1/17) Distribute: Ply 1 – Issuing Jurisdiction; Ply 2- Issuer forwards to state w/in 30 days; Ply 3- Inspector; Ply 4- Applicant INSTRUCTIONS The owner, builder or agents shall complete the application form down through the Signature of Applicant block and submit it and building plans and specifications to the enforcing jurisdiction, which is usually your municipality or county. Permit application data is used for statewide statistical gathering on new one- and two-family dwellings, as well as for local code administration. Please type or use ink and press firmly with multi-ply form. PERMIT REQUESTED  Check off type of Permit Requested, such as structural, HVAC, Electrical or Plumbing.  Fill in owner's current Mailing Address and Telephone Number.  If the project will disturb one acre or more of soil, the project is subject to the additional erosion control and stormwater provisions of ch. NR 151 of the WI Administrative Code. Checking this box will satisfy the related notification requirements of ch. NR 216.  Fill in Contractor and Contractor Qualifier Information. Per s. 101.654 (1) WI Stats., an individual taking out an erosion control or construction permit shall enter his or her dwelling contractor certificate number, and name and certificate number of the dwelling contractor qualifier employed by the contactor, unless they reside or will reside in the dwelling. Per s. 101.63 (7) Wis. Stats., the master plumber name and license number must be entered before issuing a plumbing permit. PROJECT LOCATION  Fill in Building Address (number and street or sufficient information so that the building inspector can locate the site.  Local zoning, land use and flood plain requirements must be satisfied before a building permit can be issued. County approval may be necessary.  Fill in Zoning District, lot area and required building setbacks. 1. PROJECT DATA - Fill in all numbered project data blocks (1-11) with the required information. All data blocks must be filled in, including the following: 2. AREA (involved in project): Basements - include unfinished area only Living area - include any finished area including finished areas in basements Two-family dwellings - include separate and total combined areas 3. OCCUPANCY - Check only "Single-Family" or "Two-Family" if that is what is being worked on. In other words, do not check either of these two blocks if only a new detached garage is being built, even if it serves a one or two family dwelling . Instead, check "Garage" and number of stalls. If the project is a community based residenti al facility serving 3 to 8 residents, it is considered a single-family dwelling. 4. USE - Seasonal, permanent or other. 7. ESTIMATED BLDG COST - Include the total cost of construction, including materials and market rate labor, but not the cost of land or landscaping. 10. SEWER - A building permit cannot be issued until a sanitary permit has been issued for any new or affected existing private onsite wastewater treatment system. SIGNATURE – The owner or the contractor’s authorized agent shall sign and date this application form. If you do not possess the Dwelling Contractor certification, then you will need to check the owner-occupancy statement for any erosion control or construction permits. CONDITIONS OF APPROVAL - The authority having jurisdiction uses this section to state any conditions that must be complied with pursuant to issuing the building permit. ISSUING JURISDICTION: This must be completed by the authority having jurisdiction.  Check off Jurisdiction Status, such as town, village, city, county or state and fill in Municipality Name  Fill in State Inspection Agency number only if working under state inspection jurisdiction.  Fill in Municipality Number of Dwelling Location  Check off type of Permit Issued, such as construction, HVAC, electrical or plumbing.  Fill in Wisconsin Uniform Permit Seal Number, if project is a new one- or two-family dwelling.  Fill in Name and Inspector Certification Number of person reviewing building plans and date building permit issued. Cautionary Statement to Owners Obtaining Building Permits 101.65(lr) of the Wisconsin Statutes requires municipalities that enforce the Uniform Dwelling Code to provide an owner who applies for a building permit with a statement advising the owner that: If the owner hires a contractor to perform work under the building permit and the contractor is not bonded or insured as required under s. 101.654 (2) (a), the following consequences might occur: (a) The owner may be held liable for any bodily injury to or death of others or for any damage to the property of others that arises out of the work performed under the building permit or that is caused by any negligence by the contractor that occurs in connection with the work performed under the building permit. (b) The owner may not be able to collect from the contractor damages for any loss sustained by the owner because of a violation by the contractor of the one- and two- family dwelling code or an ordinance enacted under sub. (1) (a), because of any bodily injury to or death of others or damage to the property of others that arises out of the work performed under the building permit or because of any bodily injury to or death of others or damage to the property of others that is caused by any negligence by the contractor that occurs in connection with the work performed under the building permit. Cautionary Statement to Contractors for Projects Involving Building Built Before 1978 If this project is in a dwelling or child-occupied facility, built before 1978, and disturbs 6 sq. ft. or more of paint per room, 20 sq. ft. or more of exterior paint, or involves windows, then the requirements of ch. DHS 163 requiring Lead-Safe Renovation Training and Certification apply. Call (608)261-6876 or go to the Wisconsin Department of Health Services’ lead homepage for details of how to be in compliance Wetlands Notice to Permit Applicants You are responsible for complying with state and federal laws concerning the 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 or contact a Department of Natural Resources service center. Additional Responsibilities for Owners of Projects Disturbing One or More Acre of Soil I understand that this project is subject to ch. NR 151 regarding additional erosion control and stormwater management and will comply with those standards. Owner's Signature: _______________________________________ Date:___________________ Contractor Credential Requirements All contractors shall possess an appropriate contractor credential issued by the Wisconsin Division of Industry Services. SBD-10605(R1/20) Wisconsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way PO Box 7302 Madison WI 53707-7302 Affidavit of Plumbing Testing With the inspector’s permission, per SPS 382.21(1)(b)1b, complete entire form. Use of this form is not mandatory. This is a suggested format that a plumber may replace with their own affidavit. Print or type clearly. Call for your rough inspection and inform the inspector that you have completed the testing and the affidavit. Provide this completed form to the inspector prior to or at the time of the rough-in inspection. Date of test: Responsible Master: Responsible MP Number: Personal information you provide may be used for secondary purposes [Privacy Law, s. 15.04 (1)(m)]. Owner and Site Information Owner’s Name: Project Site Address: Project Site City: Type of project (check one): New plumbing installation Remodel or addition Repair Other If other, explain: Testing Information Sanitary Building Sewer or Private Interceptor Main Sewer Water test (10’ for 15 minutes) Air test (3 psig for 15 minutes) (air test not recommended for plastic pipe) Water Service or Private Water Main Water test (Working pressure) Air test (Working pressure) Building Drain Water test (10’ except for top 10’ for 15 minutes) Air test (5 psig for 15 minutes) Drain & Vent System Water test (10’ for 15 minutes) Air test (5 psig for 15 minutes) Water Distribution Water test (Working pressure) Air test (Working pressure) Air Admittance Valves Manometer test to 1” water column Responsible Master Plumber - signature Witness (not required) - signature Phone: 608-266-2112 Web: http://dsps.wi.gov Email: dsps@wisconsin.gov Vapor Retarder Drain Tile SystemFooting Concrete Floor Vertical ReinforcementFoundation Wall 1/2" Anchor Bolts Treated Sill PlateClear span, to support Insulation Floor Joist Horizontal Reinforcement Footing Reinforcement Roof:Pitch-__________/12Shingles-_________________________________Felt-______________lb.Ice Barrier-_____________________Roof Sheathing-________________________Truss-______Yes______No (if yesif no answer the followingRafter Size-__________x_________Rafter Spacing-__________"-O.C.Rafter Clear Span-________________________________Rafter Species & Grade-_____________/______________Ridge Type & Size-_________________/______________Ceiling Joist Size-_________________________________Ceiling Joist Spacing-______________________________Ceiling Joist Species & Grade-_____________/________Insulation Type & R- Value-________________/R______Roof Ventilation-______________________________ Building Cross SectionRafterorTruss Ceiling joist ShinglesFeltIce BarrierRoof Sheathing Headers SidingSheathing Insulation Wall Framing Interior FinishVapor Retarder Foundation:Anchor Type___________________________Anchor Spacing________________________Sill Plate-_____________________________Insulation Type / R-Value-__________R-____ Wall Height-___________________________Poured Wall Size-_______________________Block Wall Size-________________________Vertical Reinforcement- #_____-_______o.c.Horizontal Reinforcement- #_____-_____o.c.Concrete Floor Thickness-______________Vapor Retarder-________________________Drain Tile Size-________________________Column Pad Size-______x______x_______Column Spacing-______________________Footing Width-_________________________Footing Heigth-________________________Footing Depth Below Grade-___________Footing Reinforcement- #_____-______o.c. Floor:Sub-Floor___________________________Floor Joist Type______________________Floor Joist Size_______________________Floor Joist Spacing-____________________Floor Joist Clear Span-_________________Floor Joist Species-____________________Floor Joist Grade-_____________________Beam Support, Type & Size-________/____Distance From Grade-__________________ Walls:Siding-___________________________Sheathing Type & Thickness-____________/_____"Insulation Type / R-Value-______________R-____ Header Size-__________x___________Ceiling Height-________________________Stud Size & Spacing-______x_______/_____"O.C.Interior Finish-___________________________Grade of Framing Lumber -_________________Name_______________________________ Job Address______________________________________________________________________________________________________________________________________Contact Phone #____________________________________ Revised 3-1-07 jaw truss clips must be installed if span is over 6') Gravel Fill Standard Erosion Control Plan for 1- & 2-Family Dwelling Construction Sites According to Chapters SPS 320 & 321 of the Wisconsin Uniform Dwelling Code, soil erosion control information needs to be included on the plot plan which is submitted and approved prior to the issuance of building permits for 1- & 2-family dwelling units in those jurisdictions where the soil erosion control provisions of the Uniform Dwelling Code are enforced. This Standard Erosion Control Plan is provided to assist in meeting this requirement. Instructions: 1. Complete this plan by filling in requested information, completing the site diagram and marking appropriate boxes on the inside of this form. 2. In completing the site diagram, give consideration to potential erosion that may occur before, during, and after grading. Water runoff patterns can change significantly as a site is reshaped. 3. Submit this plan at the time of building permit application. PROJECT LOCATION __________________________________________________________ BUILDER ______________________________ OWNER ______________________________ WORKSHEET COMPLETED BY _____________________ DATE _______________________ 1 PROPERTY LINE EXISTING DRAINAGE TEMPORARY DIVERSIONTD FINISHED DRAINAGE LIMITS OF GRADING SILT FENCE STRAW BALES GRAVEL VEGETATION SPECIFICATION TREE PRESERVATION STOCKPILED SOIL EROSION CONTROL PLAN LEGEND Please indicate north by completing the arrow. NSITE DIAGRAM Scale: 1 inch = ____feet EROSION CONTROL PLAN CHECKLIST Check (✔) appropriate boxes below, and complete the site diagram with necessary information. Site Characteristics ❒ North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. ❒❒ Location of existing drainageways, streams, rivers, lakes, wetlands or wells. ❒ Location of storm sewer inlets. ❒ Location of existing and proposed buildings and paved areas. ❒ The disturbed area on the lot. ❒ Approximate gradient and direction of slopes before grading operations. ❒ Approximate gradient and direction of slopes after grading operations. ❒❒ Overland runoff (sheet flow) coming onto the site from adjacent areas. Erosion Control Practices ❒❒ Location of temporary soil storage piles. Note: Soil storage piles should be placed behind a sediment fence, a 10 foot wide vegetative strip, or should be covered with a tarp or more than 25 feet from any downslope road or drainageway. ❒ Location of access drive(s). Note: Access drive should have 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick. Drives should extend from the roadway 50 feet or to the house foundation (whichever is less). ❒❒ Location of sediment controls (filter fabric fence, straw bale fence or 10-foot-wide vegetative strip) that will prevent eroded soil from leaving the site. ❒❒ Location of sediment barriers around on-site storm sewer inlets. ❒❒ Location of diversions. Note: Although not specifically required by code, it is recommended that concen- trated flow (drainageways) be diverted (re-directed) around disturbed areas. Overland runoff (sheet flow)from adjacent areas greater than 10,000 sq. ft. should also be diverted around disturbed areas. ❒❒ Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade). Note: Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions, and re-vegetation by sodding or seeding with use of erosion control mats. ❒❒ Location of practices that will control erosion on areas of concentrated runoff flow. Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as in-channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip-rap. When used, a given in-channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area. In-channel practices should not be installed in perennial streams (streams with year round flow). ❒❒ Location of other planned practices not already noted. COMPLETED NOT APPLICABLE COMPLETED NOT APPLICABLE Indicate management strategy by checking (✔) the appropriate box. Management Strategies ❒❒ Temporary stabilization of disturbed areas. Note: It is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized by seeding (between April 1 and September 15), or by other cover, such as tarping or mulching. ❒ Permanent stabilization of site by re-vegetation or other means as soon as possible (lawn establishment). • Indicate re-vegetation method: ❒Seed ❒Sod ❒Other ___________ • Expected date of permanent re-vegetation: _________________________ • Re-vegetation responsibility of: ❒Builder ❒Owner/Buyer • Is temporary seeding or mulching planned if site is not seeded by Sept. 15 or sodded by Nov. 15? ❒Yes ❒No ❒❒ Use of downspout and/or sump pump outlet extensions. Note: It is rec ommended that flow from downspouts and sump pump outlets be routed through plastic drainage pipe to stable areas such as established sod or pavement. ❒❒ Trapping sediment during de-watering operations. Note: Sediment-laden discharge water from pumping operations should be ponded behind a sediment barrier until most of the sediment settles out. ❒ Proper disposal of building material waste so that pollutants and debris are not carried off-site by wind or water. ❒ Maintenance of erosion control practices. • Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the height o f the barrier. • Breaks and gaps in sediment fences and barriers will be repaired imme- diately. Decomposing straw bales will be replaced (typical bale life is three months). • All sediment that moves off-site due to construction activity will be cleaned up before the end of the same workday. • All sediment that moves off-site due to storm events will be cleaned up before the end of the next workday. • Access drives will be maintained throughout construction. • All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized. Printed on recycled paper This publication is available from county UW-Extension offices or from Extension Publications, 45 N. Charter St., Madison, WI 53715. (608) 262-3346 or toll-free (877) 947-7827. A publication of the University of Wisconsin–Extension in cooperation with the Wisconsin Department of Natural Resources and the Wisconsin Department of Commerce.GWQ001A Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites DNR WT-458-96 R-03-02-2M-10-S CONTROLS REQUIRED • Erosion control measures specified in the Wisconsin Construction Site Best Management Practice Handbook. • Measures to control storm water after construction. Check with your county, city, village, or town for any local erosion control ordinances including shoreland zoning require- ments. Except for new 1- & 2-family dwellings, local ordinances may be more strict than state regulations. They may also require erosion control on construction projects not affected by state or federal regulations. EROSION CONTROL REGULATIONS FOR MORE INFORMATION, CONTACT • Department of Natural Resources, Storm Water Permits, NOI Permit (Notice of Intent) P.O. 7921, Madison, WI 53707-7921, CONTROLS REQUIRED • Silt fences, straw bales, or other approved perimeter measures along downslope sides and side slopes. • Access drive. • Straw bales, filter fabric fences or other barriers to protect on-site sewer inlets. • Additional controls if needed for steep slopes or other special conditions. FOR MORE INFORMATION, CONTACT: • Local building inspector • Department of Safety and & Professional Services, P.O. Box 7970, Madison, Wis. 53707-7970 LOCAL ORDINANCES UNIFORM DWELLING CODE (DEPT. OF SAFTEY & PROF SERVICES) STORMWATER PERMIT (DEPT. OF NATURAL RESOURCES) Editing and design by the Environmental Resources Center, University of Wisconsin–Extension. Erosion control and stormwater regulations can be complex. Local, state and, in some cases, federal regulations may apply. Before construction make sure you have the appropriate permits. ©1999 by the Board of Regents of the University of Wisconsin System. Send inquiries about copyright permission to: Cooperative Extension Publications, 432 North Lake Street, Madison, WI 53706. University of Wisconsin-Extension is an EEO/Affirmative Action employer and provides equal opportunities in employment and programming, including Title IX and ADA requirements. For more assistance on plan preparation, refer to the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site Best Management Handbook, and UW–Extension publication Erosion Control for Home Builders. The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available through the State of Wisconsin Document Sales, (608) 266-3358. Erosion Control for Home Builders (GWQ001) can be ordered through Extension Publications, (608) 262-3346 or the Department of Commerce, (608) 267-4405. A PDF version of Erosion Control for Home Builders (GWQ001) and Standard Erosion Control Plan are also available at http://clean-water.uwex.edu/pubs/sheets