Planning Commission

AGENDA VILLAGE OF LITTLE CHUTE PLAN COMMISSION MEETING PLACE: Little Chute Village Hall – Village Board Room DATE: Monday, November 9, 2020 TIME: 6:00 p.m. A. Call to order B. Roll Call C. Public Appearance for Items Not on the Agenda Virtually attend the November 9th Plan Commission meeting at 6 PM by following the link here: https://www.gotomeet.me/JamesFenlon/119-plan-commission Call-in Information: +1 (571) 317-3112 Access Code: 402-883-789 1. Approval of Minutes from the Plan Commission Meeting of October 12, 2020 2. Recommendation—Site Plan – 1851 E. Elm Street 3. Discussion—Updates on Projects around the Village of Little Chute 4. Unfinished Business 5. Items for Future Agenda 6. Adjournment Requests from persons with disabilities who need assistance to participate in this meeting or hearing should be made with as m uch advance notice as possible to the Clerk's Office at 108 West Main Street, (920) 423-3852 November 4, 2020  Information for the Plan Commission Meeting – November 9, 2020 – 6:00 PM The Village of Little Chute is taking precautions related COVID-19 as it relates to Village Board meetings. On March 16th, 2020, the Wisconsin Attorney General released guidance for local communities related to Open Meetings and the use of technology while still complying with Wisconsin’s Open Meeting laws. You can find Wisconsin Department of Justice guidance here: DOJ Guidance on Open Meetings. Until further notice, the Village of Little Chute will be providing the following means for residents to interact, engage, and participate in Village Board proceedings. The proceedings of all Village of Little Chute public meetings are recorded and available for review. 1. Virtually attend the November 9th Plan Commission Meeting at 6:00 PM by following the link here: https://www.gotomeet.me/JamesFenlon/119-plan-commission 2. Call-in Information: United States: +1 (571) 317-3112 Access Code: 402-883-789 3. If you are experiencing connectivity issues or have questions on the options above, please contact James Fenlon at james@littlechutewi.org 4. The Board Room at Village Hall will be open, but board members and staff have the option to attend virtually. We urge residents to participate in our meetings by utilizing the virtual options above. 5. If you have questions or comments regarding the agenda, you can also contact the Village Administrator, James Fenlon, at james@littlechutewi.org or 920-423-3850. 6. New to GoToMeeting? Get the app now and be ready when your first meeting starts: https://global.gotomeeting.com/install/402883789  MINUTES OF THE PLAN COMMISSION MEETING OCTOBER 12, 2020 Call to Order The Plan Commission meeting was called to order at 6:00 p.m. by President Vanden Berg Roll Call PRESENT: Bill Van Berkel President Vanden Berg Kent Taylor Richard Schevers Larry Van Lankvelt EXCUSED: Todd Verboomen STAFF PRESENT: Administrator Fenlon, Community Development Director Kittel, Public Works Director Taylor Public Appearance for Items Not on the Agenda None Approval of Minutes from the Plan Commission Meeting of September 14, 2020 Moved by Commissioner Van Lankvelt, seconded by Commissioner Schevers to Approve the Plan Commission Minutes of September 14, 2020 All Ayes– Motion Carried Discussion—Short Term Rentals Director Kittel provided information on short term rentals in the Village of Little Chute. Director Kittel went over the regulations or requirements that the Village has control over and if further recommendations should be made to the Board. Commissioner Verboomen cautioned against too many regulations as the Village would like visitors to the area. Director Kittel will provide a draft ordinance at a future meeting. Unfinished Business None Items for Future Agenda None Adjournment Moved by Commissioner Van Lankvelt, seconded by Commissioner Van Berkel to Adjourn the Plan Commission Meeting at 6:34 p.m. All Ayes– Motion Carried VILLAGE OF LITTLE CHUTE By: Michael Vanden Berg, Village President Attest: Laurie Decker, Village Clerk  BUILDING CODE ANALYSIS DH STORAGE BLDG PROPOSED BUILDING: 1 51 E ELM DRI E LITTLE CHUTE WI 5 1 0 1 51 E ELM DRI E LITTLE CHUTE WI 5 1 0 PROJECT INFORMATION: USE AND OCCUPANCY CLASSIFICATION: GROUP S 1 STORAGE TYPE OF CONSTRUCTION: TYPE B GENERAL BUILDING HEIGHT AND AREA: PROPOSED FIRST FLOOR AREA: TOTAL 200 S FT E ELM DRI E AREA ALLOWABLE:1 500 S FT 50 2 NON HEATED NON OCCUPIED FIRE RESISTI E RATED CONSTRUCTION: 150 NO SPECIAL RE UIREMENTS FOR THIS PROJECT ALL RE UIREMENTS OF THIS CHAPTER HA E BEEN RE IEWED AND APPLIED TO THIS BUILDING FIRE PROTECTI E SYSTEM: NO HA ARDOUS MATERIALS STORED IN BUILDING BUILDING LOCATION CHRISTINA DESIGNS NO CONTROL AREAS RE UIRED PER 0 2 NO SPECIAL RE UIREMENTS FOR THIS PROJECT SCALE: NTS ALL RE UIREMENTS OF THIS CHAPTER HA E BEEN RE IEWED D AND APPLIED TO THIS BUILDING 20 0 51 E ISTING BUILDING NONSPRIN LERED E ISTING DRI EWAY C OCCUPANCY LOAD: Daniel J. Meissner USE S 1 C TOTAL OF OCCUPANTS NON OCCUPIED ALL OTHER AREAS STORAGE AND UTILITY ARE ACCESSORY TO S 1 E ISTING PAR ING ALL CONSTRUCTION OF THIS BUILDING SHALL MEET OR E CEED ALL APPLICABLE ORDINANCES CODES AND STANDARDS IN THE CASE OF CONFLICT THE MOST STRINGENT SHALL APPLY 20 20 IBC 2015 IMC 2015 AIA, LLC STATE OF WISCONSIN PLUMBING CODE NATIONAL ELECTRICAL CODE Architect: UNIFORM FIRE PROTECTION CODE PROPOSED BUILDING E ISTING GRA EL DRI EWAY 1 5 10 2 2020 SITE PLAN SCALE: 1 0 SHEET INDE A1 0 TITLE OUTAGAMIE COUNTY LOADING A2 0 FIRST FLOOR PLANS ROOF LOAD P 5 LL 15 DL A 0 ELE ATIONS WIND LOAD 110 PSF 120 SEC A 0 FOUNDATION A5 0 DETAILS  SIMPSON HOLD DOWN SIMPSON HOLD DOWN HD3B (OR BTR) HD3B (OR BTR) TYPICAL @ 4 CORNERS SIMPSON HD7B TYPICAL @ 4 CORNERS 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" S-2 A (2) 2X6X14' STUDS @ EACH TRUSS BEARING 2 7'-6" A5 A 1'-8" 3068 18'-0" 18'-0" 11'-5" 7'-10" DRAIN DRAIN DRAIN DRAIN A 3068 G 48" X 48" G 48" X 48" CHRISTINA DESIGNS 4'-0" 4'-0" Christina@ChristinaDesigns.net CONTINUOUS FROM CONCRETE CONTINUOUS FROM CONCRETE CONTINUOUS FROM CONCRETE FLOOR TO UNDERSIDE OF FLOOR TO UNDERSIDE OF FLOOR TO UNDERSIDE OF BOTTOM CHORD OF TRUSS BOTTOM CHORD OF TRUSS BOTTOM CHORD OF TRUSS 920-740-4514 DRAFT STOPPING: 1/2" SHEETROCK DRAFT STOPPING: 1/2" SHEETROCK DRAFT STOPPING: 1/2" SHEETROCK ONE SIDE OF THE TRUSS. ONE SIDE OF THE TRUSS. ONE SIDE OF THE TRUSS. ROOF TRUSSES ATTIC AREA NOT TO EXCEED 3000 SQ.FT. ATTIC AREA NOT TO EXCEED 3000 SQ.FT. ATTIC AREA NOT TO EXCEED 3000 SQ.FT. PER MFG. 4' O.C. PER 718.4.3 PER 718.4.3 PER 718.4.3 S-3 NON-HEATED & Daniel J. Meissner NON-OCCUPIED STORAGE #2 16'-0" S-3 STORAGE #1 5970.00 SF 16'-0" 60'-0" 1230.00 SF B 99'-6" 60'-0" 20'-6" 60'-0" 2X6X14' EXTERIOR WALLS 24" O.C. S-2 TRUSSES 4'-0" O.C. G 48" X 48" G 48" X 48" AIA, LLC 4'-0" 4'-0" Architect: 3068 DRAIN DRAIN DRAIN DRAIN IF USING EXTRUDED CLAD OVERHEAD DOOR FRAMES: ADD 3" TO STANDARD R.O. FOR WIDTH 18'-0" 18'-0" AND ADD 1-1/2" TO STANDARD RO FOR HEIGHT 14' X 12' O.H. DOOR 14' X 12' O.H. DOOR A H-1 H-2 H-1 3068 3068 3068 G 48" X 48" G 48" X 48" S-2 G 48" X 48" G 48" X 48" SIMPSON HOLD DOWN SIMPSON HOLD DOWN HD3B (OR BTR) 1 HD3B (OR BTR) TYPICAL @ 4 CORNERS SIMPSON HD7B A5 TYPICAL @ 4 CORNERS 5'-0" 3'-0" 4'-0" 4'-0" 4'-0" 4'-6" 3'-0" 4'-6" 4'-0" 4'-6" 14'-0" 5'-6" 4'-0" 6'-0" 3'-0" 3'-0" 14'-0" 10'-0" 4'-0" 16'-0" 120'-0" PROPOSED FIRST FLOOR PLAN SCALE: 1/4" = 1'-0"  ELEVATION NOTES: EXCEPTIONS NOTED ON PLAN 1. ROOF PITCH: 4/12 2. HEEL HEIGHT: MIN 7" 3. EAVE OVERHANG: 24" GABLE OVERHANG: 12" 4. 2X4 PURLINS (FLAT) 24" O.C. 5. 6" FASCIA (TYPICAL) 14'-0" WALL HEIGHT FRONT ELEVATION SCALE: 3/16" = 1'-0" CHRISTINA DESIGNS Christina@ChristinaDesigns.net 12 12 12 12 4 4 4 4 920-740-4514 2'-0" 2'-0" 2'-0" 2'-0" Daniel J. Meissner 14'-0" WALL HEIGHT 14'-0" WALL HEIGHT RIGHT ELEVATION LEFT ELEVATION AIA, LLC SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" Architect: 14'-0" WALL HEIGHT REAR ELEVATION SCALE: 3/16" = 1'-0"  120'-0" 24" WIDE X 18" DEEP CONTINUOUS CONCRETE GRADE BEAM DRAIN DRAIN DRAIN DRAIN 24" WIDE X 18" DEEP CONTINUOUS CONCRETE GRADE BEAM CHRISTINA DESIGNS Christina@ChristinaDesigns.net 5" CONCRETE SLAB W/ #5 BARS 2' O.C. BOTH WAYS OVER A 6 MIL POLY VAPOR RETARDER 920-740-4514 OVER 12" OF COMPACTED FILL 60'-0" 60'-0" Daniel J. Meissner 24" WIDE X 18" DEEP CONTINUOUS CONCRETE GRADE BEAM Architect: AIA, LLC DRAIN DRAIN DRAIN DRAIN 24" WIDE X 18" DEEP CONTINUOUS CONCRETE GRADE BEAM 120'-0" FOUNDATION PLAN SCALE: 1/4" = 1'-0"  SHEARWALL SCHEDULE SHEATHING & ATTACHMENT HOLDDOWNS WOOD SCREWS MARK SHEATHING ATTACHMENT HOLDDOWN # END STUDS AT STUDS ANCHOR BOLT SILL BOLT RIDGE VENTING 1 " GYPSUM #6 x 1 1 " DRYWALL SCREWS 7" 2 4 S-1 BOARD ONE O.C. @ SUPPORTED EDGES & 7"------- (2) 2 x 4 ------- ------- 1 " Ø BOLTS @ 2 SIDE MIN. OF O.C. IN FIELD 48" O.C. EACH WALL " 2'-0 8d COMMON 1(2"2x 0.131") OR 2'-0 " 2 MIN. 16" OSB 23 8" x 0.113" STRIP NAILS @ 6" 7 1 " Ø BOLTS @ 2-' 0" '-0" 2 '-0" 2'-0 S-2 APA RATED O.C. AT PANEL EDGES & 12" ------- (2) 2 x 6 ------- ------- 32" O.C. 29GA STEEL ROOFING 2 " 2 29GA STEEL ROOFING " '-0" SHEATHING O.C. IN FIELD OF PANELS 2X4 PURLINS (FLAT) 24" O.C. " 2'-0 2'-0 2X4 PURLINS (FLAT) 24" O.C. '-0 " " 2 2'-0 8d COMMON 1(2"2x 0.131") OR " 2'-0 " 2 MIN.716" OSB APA23 8" x 0.113" STRIP NAILS @ 6" 2'-0 '-0" RATED O.C. AT PANEL EDGES & 12" SIMPSON (2) 2 x 6 (2) 5/8" BOLTS 5 8" Ø THRD'D ROD12" Ø BOLTS @ " 2'-0 S-3 HD3B 48" O.C. 2'-0 " 2 SHEATHING O.C. IN FIELD OF PANELS '-0" '-0" '-0" 2 2'-0 12 0 " 2 " 2 '-0" 12 ' - 4 " 2 2'-0 4 " 2'-0 " 2 2'-0 '-0" " 2'-0 " 2'-0 " 2 2'-0 '-0" " 2'-0 2'-0 " ATTACHMENT AT PERIMETER (2) 2x TOP PLATE 2'-0" 2'-0" GUTTER APRON GUTTER APRON - SEE SCHEDULE ALUMINUM FASCIA H10A HURRICANE TIE ALUMINUM FASCIA TRUSSES PER MFG. ALUMINUM VENTED SOFFIT 48" O.C. ALUMINUM VENTED SOFFIT 2x BLOCKING BETWEEN STUDS AT ALL HORIZONTAL FASTEN SHEATHING w/ 8D PANEL EDGES TYPICAL AT NAILS @ 12" O.C. @ ALL ALL EXTERIOR SHEARWALLS 29GA STEEL SIDING 29GA STEEL SIDING STUDS IN FIELD OF PANELS MOISTURE BARRIER MOISTURE BARRIER 14'-0" 7/16" OSB SHEATHING 7/16" OSB SHEATHING ALTERNATE ATTCHMENT ON 2x STUDS @ 16" O.C. GLIDING WINDOW END 2x 's TYP. @ ALL SHEARWALLS 2X6 BLOCKING 4' O.C. SEE FLOOR PLAN FOR LOCATIONS (2) 2x STUDS @ 16" O.C. TYP. @ ALL SHEARWALLS 2X6 SPF #2 OR BTR 2X6 SPF #2 OR BTR STUD WALL 24" O.C. STUD WALL 24" O.C. SIMPSON HD3BHOLDDOWN 2X6 TRTD SILL PLATE 2X6 TRTD SILL PLATE EACH END. SEE SHEARWALL SCHEDULE FOR ADDITIONAL 1 "Ø SILL SEAL SILL SEAL 2x SILL PLATE w/ 2 INFO. ANCHOR TO BOLTS SEE SCHEDULE 1/2" ANCHOR BOLTS W/ 5" CONCRETE SLAB 1/2" ANCHOR BOLTS W/ WASHER 32" FOUNDATION w/ (2) 5/8" BOLTS FOR SPACING WASHER 32" O.C. O.C. MIN. 6" EMBEDMENT OR BTR @ 4 CORNERS MIN. (2) PER WALL 24" WIDE X 18" TALL CONC. FOOTING 24" WIDE X 18" TALL CONC. FOOTING (3) #5'S CONTINUOUS (3) #5'S CONTINUOUS 12" GRANULAR COMPACTED FILL CONCRETE SEE CHRISTINA DESIGNS FOUNDATION PLAN Christina@ChristinaDesigns.net 2'-0" 2'-0" MAX. MAX. BUILDING SECTION SCALE: 1/4"=1'-0" 920-740-4514 Daniel J. Meissner 4'-0" 4'-0" H10A HURRICANE TIE HEADER SCHEDULE MARK BEARING (EACH END) 2X6 FLAT 24" O.C. TRUSSES 4' O.C. PER MFG. 1/2" SHEETROCK (2) 2X6X16' SPF#2 OR BTR TOP PLATES (2) 2X6X16' SPF#2 OR BTR STUDS H-1 (3) 1-3/4" X 18" LVL 6" (DRAFT STOP) 2X6X16' SPF#2 OR BTR STUDS 16" O.C. H-2 (3) 2X12'S SPF#2 3" AIA, LLC 5/8" SHEETROCK (3) 16d NAILS NOTES: Architect: 1/2" ANCHOR BOLTS 32" O.C. MIN. 6" EMBEDMENT 2X6X16' SPF#2 OR BTR TREATED BOTTOM PLATE 1. HEADERS AND STUDS TO BE 7/16" OSB 2X6 SPF #2 OR BTR 5/8" SHEETROCK 2X6 SPF #2 OR BTR STEEL SIDING STUD 24" O.C. STUD 24" O.C. 5" CONCRETE SLAB S.P.F. #2 OR BETTER (U.N.O) 5/8" SHEETROCK 2. ALL KING STUDS TO BE CONTINUOUS FROM SILL PLATE A EXTERIOR WALL SIMPSON HD7B HOLDOWN 7/8" Ø ANCHOR BOLT 32" O.C. 2 A5 BUILDING SECTION 1/4" = 1'-0" TO TOP PLATE. SCALE: 1/2"=1'-0" B INTERIOR PARTITION WALL SCALE: 1/2"=1'-0"