Planning & Zoning / Town Board — Agenda packet

JOINT PLANNING & ZONING COMMISSION AND TOWN BOARD MEETING January 7, 2026, 5:30 PM 820 E. Main Street, Eagle WI 53119 Agenda 1. Call to Order, Pledge of Allegiance 2. Roll Call 3. Minutes – Plan Commission consideration/approval of December 3, 2025, meeting minutes 4. Minutes – Town Board consideration/approval of December 3, 2025, meeting minutes 5. Public Comments - Please be advised per Section 19.84(2) Wis. Stats., information will be received from the public on only the items listed on the agenda. This public comment session shall last no longer than 15 minutes and individual presentations are limited to three minutes per speaker. There may be limited discussion on the information received, however, no action will be taken under public comment. 6. Site Plan/Plan of Operation for a 9,000 sq. ft. addition on the north side of the UPI Manufacturing building at S87W35670 Godfrey Ln. Tax Key 1818.999.053. Dretzka Investments, LLC (owner), UPI Manufacturing (applicant) Application 2025-25; Additional Information is available at: https://s.zoninghub.com/K9HKD2WX5D A. Review and Discussion B. Plan Commission recommendation to Town Board C. Town Board action 7. Site Plan/Plan of Operation for a new 3,200 sq. ft. building at S90W35680 CTH NN. Tax Key 1818.999.003. Dretzka Chapman Oil, Inc (owner), Robert Chapman (applicant) Application 2025-24; Additional Information is available at: https://s.zoninghub.com/EF2T3PYVRM A. Review and Discussion B. Plan Commission recommendation to Town Board C. Town Board action 8. Review of the number of accessory buildings allowed on a property at W377S10480 Betts Rd which is within the County’s Shoreland Jurisdiction. Tax Key 1858.999.005. Doug and Linda Varrelmann (owners); Application 2025-26; Additional Information is available at: https://s.zoninghub.com/EDOCLD17D5 A. Review and Discussion B. Plan Commission action 9. Miscellaneous Updates A. Violation updates B. Town Chairperson updates 10. Recommendation for future agendas (no packet materials) 11. Next meeting date: anticipated February 4, 2026 12. Adjournment by Planning and Zoning Commission 13. Adjournment by Town Board Posted by Town Clerk on ______________________ Please note, upon reasonable notice, efforts will be made to accommodate the needs of disabled individuals through appropriate aids and services. For additional information or to request this service, contact Town of Eagle at 262-594-5800. Copies of the agenda and packet materials may be obtained before the start of the meeting by contacting the Town Hall at (262) 594-5800 during regular office hours. TOWN OF EAGLE PLANNING & ZONING COMMISSION HELD JOINTLY WITH THE TOWN BOARD December 3, 2025, 5:30PM Unapproved Minutes A Joint Public Hearing between the Town of Eagle Planning and Zoning Commission, Town of Eagle Board, and a Staff Representative of the Waukesha County Department of Parks and Land Use - Planning and Zoning Division was opened at 5:30pm by Chairperson Mommaerts to consider amendments to the Town of Eagle Zoning Map. The map update incorporates modified floodplain boundaries that were adopted in 2024. The overall floodplain area within the town reduced in size with FEMA’s floodplain map update. Therefore, some of the lands formerly zoned by Waukesha County are now subject to the Town of Eagle Zoning Code. Affected properties are proposed to be zoned consistent with their current use. Most affected properties are state land which will be zoned P-1 Public. Many affected areas will remain zoned C-1 Conservancy District because the lands are wetlands. Planner Heermans displayed a map showing the changes. The public hearing was closed at 5:34pm. Chairperson Mommaerts called the meeting to order at 5:35pm and led with the Pledge of Allegiance. R. Kugel, C. Mommaerts, R. Hajewski, D. Domagalski, D. Radtke, T. Samuels, and M. Bendler were present. D. Knauer and T. Betts were excused. Also in attendance was Town Planner Jacob Heermans. Consideration and Approval of Minutes: Motion by Kugel, seconded by Domagalski to approve the meeting minutes of November 5, 2025, as presented. All in favor, motion carried. Mommaerts opened the floor for public comments. Jerald Wisth of Juniper Lane said another dumpsite has been identified on the Doman property west of Markham Road. Wisth also asked where the Town is at with the 2045 Land Use Plan and lastly urged that Cobblestone Farms Development in the village is not opened up to traffic at Juniper Lane. Consideration of the zoning amendment to the Town of Eagle Zoning Map, incorporating modified floodplain boundaries that were adopted in 2024. Application 2025-23. Plan Commission motion by Samuels to accept the map. Second by Kugel. All in favor, motion carried. Town Board motion by Mommaerts to accept the recommendation of the Plan Commission to accept the map. Second by Hajewski. All in favor, motion carried. Change in Topography review for the placement of spoils resulting from a proposed wetland scrape project at W384S7460 CTH N, Tax Key EGLT 1757.999. Gordon Erikson (owner). It was noted that some of the documents in the packet incorrectly listed the address as CTH NN. The correct address is on CTH N, not NN. Planner Heermans summarized that the property is approximately 380 acres in size and is used for agricultural purposes. There is a large wetland on the east side of the property. The petitioner is proposing two shallow scrapes within the wetland to enhance wildlife habitat. The scrapes will be located within the county zoning jurisdiction; the resulting spoils will be spread in the farmland to the west. Plan Commission motion by Samuels to approve the change in topography based on the conditions in the planner’s report. Second by Bendler. All in favor, motion carried. Town Board motion by Hajewski to allow the change in topography as recommended by the Plan Commission. Second by Domagalski. All in favor, motion carried. Consideration of Certified Survey Map to create three (3) residential parcels on the southeast corner of Wilton Rd and STH 67. Tax Keys EGLT 1768.998.018 and EGLT 1768.998.013. Steven and Tara Wilton (owners). Application 2025-19 Heermans summarized that the applicants are proposing a Certified Survey Map to reconfigure two existing parcels, to create three residential lots. Plan Commission motion by Radtke to approve the lot configuration on Highway 67 and Wilton Road. Second by Samuels. All in favor, motion carried. Town Board motion by Kugel to accept the recommendation by the Plan Commission and waive the requirement for the conceptual CSM. Second by Domagalski. All in favor, motion carried. Periodic review of conditional use for hobby kennel for 9 dogs located at S105W375611 Estate Drive (EGLT 1857.008); Kallie Kestly and James Anderson (owners). Application 2025-22. Per Planner Heermans, the application indicated the same dogs reside on the property and no complaints have been received in the past twelve months. Plan Commission motion by Mommaerts to extend the approval for an additional year based on the representations made by the petitioner at this meeting. Second by Kugel. All in favor, motion carried. Town Board motion by Hajewski to extend the conditional use of the hobby kennel by the recommendation of the plan Commission. Second by Domagalski. All in favor, motion carried. Business Park Detention Pond (Discussion only) Plan Commissioner Bendler has a large amount of documentation that is being reviewed. Bendler and Domagalski will compile the information. Violation updates: Planner Heermans reported on code violations in the Town. Chairperson Updates: Mommaerts has nothing to report at this time. Future agenda items: No recommendations were made. Next meeting: Wednesday January 7, 2026, at 5:30PM. Motion to adjourn Planning and Zoning made by Samuels, seconded by Bendler. All in favor. Planning and Zoning adjourned at 6:02pm. Motion to adjourn Town Board made by Domagalski, seconded by Hajewski. All in favor. Town Board adjourned at 6:02pm. Respectfully submitted, Mercia Christian, Clerk STAFF REPORT AND RECOMMENDATION SITE PLAN/PLAN OF OPERATION Date: January 7, 2026 To: Planning and Zoning Commission and Town Board Owner: Dretzka Investments LLC, UPI Manufacturing (applicant) Location: S87W35670 Godfrey Ln, Tax Key No. EGLT 1818.999.053 Jurisdiction: This property is located entirely within the Town’s zoning jurisdiction. Zoning Classification: B-4 Mixed Business. Existing Use: Manufacturing facility producing commercial and government (defense) products Proposed Use: Site Plan, Plan of Operation review to construct a 9,000 SF building addition on the north side of the building Application(s): 2025-25 Site Plan/Plan of Operation - https://s.zoninghub.com/K9HKD2WX5D Staff Analysis The subject property is 5.43 acres in size and is located on Godfrey Ln, between Chapman Ln and Price Ln., in the northern portion of the Town Business Park. The property comprises two lots which were combined via Certified Survey Map (CSM) in 2012. The property contains a 68,885 SF manufacturing/office building which was originally constructed in 2006 and subsequently added onto in 2012. UPI primarily manufactures, fabricates and assembles military equipment but does produce commercial products as well. The petitioners are proposing a 9,000 sq. ft addition on the north side of the building for the continued assembly and shipping of armored vehicle parts. The addition will be constructed of prefinished metal panels to match the existing building, and two (2) overhead doors are proposed, one on the west of the addition and one on the east side of the addition. Hours of operation are typically 6 a.m. to 5 p.m. Monday through Friday with a maximum of 40 employees working in the building at any given time. The addition will add approximately 18 employees. The north side of the property is fenced with a retractable gate and is not accessible to the public. The stormwater for the site is directed to the private stormwater facility which is also owned by the petitioner. The addition meets the requirements of the B-4 District. Staff Recommendation: Staff recommends conditional approval of the Site Plan/Plan of Operation to construct the proposed addition on the north side of the existing building subject to the following conditions: 1. No changes to the site landscaping are proposed. The existing landscaping shall be maintained in perpetuity. 2. All work related to this project must comply with the plans approved by the town. 3. Prior to any construction taking place, a Zoning Permit and Building Permit must be issued by the Town Page 2 Planner and Town Building Inspector. 4. Any outdoor storage shall be screened from the road and shall not create a nuisance for nearby property owners or businesses . Outdoor storage shall be limited to business-related equipment, materials and product and at no time shall any outdoor storage be rented out to the general public. 5. Any outdoor lighting shall be LED, full cutoff and motion activated. 6. All proposed signage, as applicable, shall be approved by the Building Inspector. 7. Prior to the issuance of the Zoning Permit, the Town Planner must be notified by the Town Engineer that the development meets all provisions of the Storm Water Management Ordinance for the Town of Eagle. 8. Documentation shall be submitted to the Town Planner that the local Fire Inspector has inspected the building for compliance with all local fire codes, prior to the issuance of an occupancy permit. 9. Documentation shall be submitted to the Town Planner that the Town Building Inspector has completed a thorough inspection of the building for compliance with all building codes, prior to the issuance of an occupancy permit. If state approved plans are required, a copy of said plans shall be submitted to the Town Planner and Building Inspector for review and approval prior to the issuance of a Building Permit. 10. All activities on the subject property herein may not in any way become a nuisance by reason of appearance, noise, dust, smoke, illumination, odor or any other similar factor. 11. An up-to-date Site Plan/Plan of Operation must be on file, at all times, with the Town of Eagle. 12. The Town reserve the right to review any condition imposed as part of the Conditional Use and/or Site Plan/Plan of Operation if said use becomes a problem in the area. The Town Plan Commission may modify, change, delete, add, etc. any conditions which they feel may be reasonable to allow this use and ensure it does not become detrimental to the surrounding area. 13. Professional Fees. The petitioner shall, on demand, reimburse the Town of Eagle for all costs and expenses of any type that the Town incurs in connection with this conditional use, including the cost of professional services incurred by the Town (including engineering, legal, planning and other consulting fees) for the review and preparation of required documents or attendance at meetings or other related professional services for this application, as well as to enforce the conditions in this conditional ap proval due to a violation of these conditions. 14. Payment of Charges. Any unpaid bills owed to the Town of Eagle by the subject property owner or his or her tenants, operators or occupants, or agents, for reimbursement of professional fees (as described above); or for personal property taxes; or for real property taxes; or for licenses, permit fees or any other fees owed to the Town; shall be placed upon the tax roll for the Subject Property if not paid within 30 days of the billing by the Town, pursuant to Section 66.0627, Wisconsin Statutes. Such unpaid bills also constitute a breach of the requirements of this conditional approval that is subject to all remedies available to the Town, including possible cause for termination of the conditional approval. Jacob Heermans Town Planner Attachments Exhibit A – Site Plan Exhibit B – Building Plans N:\PRKANDLU\Planning and Zoning\Community Assistance\T EAGLE\STAFF REPORTS AND PROJECTS\2025\2025-99 UPI SPPO CU\Staff Report UPI Manufacturing.docx OWNER OWNER DRETZKA INVESTMENTS LLC C/O JEFF DRETZKA W334S4375 CONNEMARA DR DOUSMAN, WI 53118 P. (608) 846-4711 SEAL SEAL I HEREBY CERTIFY THAT THIS PLAN SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF WISCONSIN. PROJECT AREA _______________________PROJECT AREA _______________________ FLOOR LEVELS _______________________FLOOR LEVELS _______________________ CONSTRUCTION CLASS _______________________CONSTRUCTION CLASS _______________________ SPRINKLER PROTECTION _______________________SPRINKLER PROTECTION _______________________ SUBMITTAL TYPE _______________________SUBMITTAL TYPE _______________________ PRIMARY OCCUPANCY TYPE _______________________PRIMARY OCCUPANCY TYPE _______________________ SECONDARY OCCUPANCY TYPE _______________________SECONDARY OCCUPANCY TYPE _______________________ OCCUPANCY SEPARATIONS _______________________OCCUPANCY SEPARATIONS _______________________ LOCATION PLAN TOWN OF EAGLE N/A LOW HAZZARD FACTORY (F-2) ADDITION 9,000 SQ. FT. NONE 1 PROJECT LOCATIONLOCATION PLAN WAUKESHA COUNTY, WI PROJECT LOCATION N/A IIB BUILDING DESIGN CRITERIABUILDING DESIGN CRITERIA - CODE COMPLIANCE PER 2025 WISCONSIN- CODE COMPLIANCE PER 2025 WISCONSIN COMMERCIAL BUILDING CODE (WCBC) (2021 IBC - CODES) ENERGY COMPLIANCE PER IECC 2021 - BUILDING ENVELOPE REQUIREMENTS:- BUILDING ENVELOPE REQUIREMENTS: CODE COMPLIANCE PER 2025 WISCONSIN COMMERCIAL BUILDING CODE (WCBC) (2021 IBC - CODES) CONDITIONED SPACE PER ASHRAE 90.1 (2019). MTL BUILDING ROOF (U=0.035) SPS 363.0402 MTL BLDG WALL (U=0.050) SPS 363.0402 DOORS, SWINGING (U=0.37) SPS 363.0403 DOORS, NON SWINGING (U=0.31) - PROVIDED THERMAL ENVELOPE:- PROVIDED THERMAL ENVELOPE: MTL BUILDING ROOF R25+R11 LS, SSR (U=0.031) MTL BUILDING WALL R30 (0.052) W/ THERMAL SPACER BLOCKS - OCCUPANCY TYPE- OCCUPANCY TYPE F2 - FACTORY (METAL PARTS ASSEMBLY) = 23,000 SF - CONSTRUCTION CLASSIFICATION - IIB- CONSTRUCTION CLASSIFICATION - IIB METAL FRAME BUILDING - BUILDING ALLOWABLE AREA- BUILDING ALLOWABLE AREA - IBC 506.2 = 23,000 SF NON SPRINKLED - FRONTAGE INCREASE = 75% * 23,000 SF = 17,250 SF - OCCUPANT LOAD- OCCUPANT LOAD FACTORY F-2 WITH 18 OCCUPANTS ABBREVIATIONSABBREVIATIONS BOC = BACK OF CURB EOP = EDGE OF PAVEMENT EOSW = EDGE OF SIDEWALK TOF = TOP OF FOOTING TOW = TOP OF WALL FFE = FIRST FLOOR ELEVATION SFE = SECOND FLOOR ELEVATION ELEV. = ELEVATION RO = ROUGH OPENING BM = BENCHMARK SQ. FT. = SQUARE FEET DIA. = DIAMETER TYP. = TYPICAL HM = HOLLOW METAL SS = STAINLESS STEEL ALUM. = ALUMINUM IBC = INTERNATIONAL BUILDING CODE WD = WOOD MTL. = METAL STL. = STEEL HSS = HOLLOW STEEL STRUCTURE DF = DOUGLAS FIR SPF = SPRUCE PINE FUR SP = SOUTHERN PINE CONC. = CONCRETE WWF = WIRE WELDED FABRIC OC = ON CENTER EW = EACH WAY EF = EACH FACE WH = WATER HEATER DW = DISHWASHER REF. = REFRIGERATOR FRZ. = FREEZER FTG. = FOOTING PC = PRECAST OHD = OVERHEAD DOOR T/O = TOP OF GALV. = GALVANIZED BRG. = BEARING OH = OVERHANG MFG. = MANUFACTURER DIM. = DIMENSION OFOI - OWNER FURNISHED OWNER INSTALLED ARCHITECTURAL LEGENDARCHITECTURAL LEGEND ANNOTATION CALLOUTS/DRAWING SYMBOLSANNOTATION CALLOUTS/DRAWING SYMBOLS REVISION TAG NORTH ARROW w/ TRUE NORTH INDICATION ROOM TAG ELEVATION NUMBER SECTION EXTERIOR ELEVATION ENLARGEMENT, DETAIL SPOT ELEVATION LEVEL NAME SHEET NUMBER SHEET NUMBER SHEET NUMBER SHEET KEYNOTE INTERIOR ELEVATION SHEET NUMBER 1 A201 A204 1 2 3 4 1 A301 1 A401 1 101 ROOM 100' LEVEL 01 100' A PLAN NORTH INDEX OF DRAWINGSINDEX OF DRAWINGS NUMBERING SYSTEM:NUMBERING SYSTEM: XX100 XX100 DISCIPLINE: C - CIVIL L - LANDSCAPE A - ARCHITECTURE M - MECHANICAL E - ELECTRICAL P - PLUMBING S - STRUCTURAL K - FOOD SERVICE DISCIPLINE MODIFIER REFER TO A/E/C CAD STANDARD FOR SHEET NUMBERINGSTANDARDS SHEET NUMBER WITHIN SERIES DOOR TAG100A 100A WINDOW TAGXX XX WALL TAGXX XX ROOM TAGXXXX XXXX UNIT TAGXXXX XXXX SMOKE TAGS S FIRE EXTINGUISHER - CABINET TYPE FEC FEC FIRE EXTINGUISHER - CYLINDER TYPE FE FE FIRE EXTINGUISHER & VALVE CABINET FE+V FE+V PULL STATIONF F FIRE HORNH H DOOR HOLD DEVICEDH DH EXIT LIGHT EXHAUST FAN EMERGENCY LIGHT RESCUE ASSISTANCE INTERCOM R R RESCUE ASSISTANCE DIRECTIONAL SIGN R R RESCUE ASSISTANCER R BOULDER WALL DRINKING FOUNTAINS SIGN LOCATIONI I FLOOR ELEVATION 100'-0" FIN FLR. NOTE: ALL DIMENSIONS ARE STUD TO STUD UNLESS OTHERWISE NOTED. 2025 BUILDING ADDITION2025 BUILDING ADDITION UPI MANUFACTURINGUPI MANUFACTURING S87W35670 GODFREY LNS87W35670 GODFREY LN EAGLE, WI 53119EAGLE, WI 53119 NOVEMBER 25, 2025NOVEMBER 25, 2025 PROPOSED COMPLETED ELEVATION PLOT SCALE : PROJECT NO: SHEET # SHEET # FILE NAME : PLOT DATE : PLOT BY : BID DOCUMENTS SHEET NAME:SHEET NAME:PROJECT: PROJECT: 7563 Driftless Rdg Wy Verona, WI 53593 608-620-3036 (Office) ◦ svet@roussevengineering.com ROUSSEV ROUSSEV ENGINEERINGENGINEERING SOLUTIONS, LLCSOLUTIONS, LLC ADDRESS: ADDRESS: 3802 KIPP ST, MADISON, WI 53718 As indicated E:\Projects\2025\0924-25 UPI\REVIT\UPI-2025.rvt G1.0 G1.0 0924-25 11/11/25 SSR TITLE SHEET2025 BUILDING ADDITION UPI MANUFACTURING S87W35670 GODFREY LN EAGLE, WI 53119 INDEX OF DRAWINGSINDEX OF DRAWINGS SHEET NO. SHEET NO. DESCRIPTIONDESCRIPTION GENERAL - G1.0 TITLE SHEET CIVIL - C1.0 EXISTING PLAN C2.0 PROPOSED SITE PLAN C3.0 EROSION CONTROL PLAN C4.0 EROSION CONTROL DETAILS REVISIONS NO. DATE INDEX OF DRAWINGSINDEX OF DRAWINGS SHEET NO. SHEET NO. DESCRIPTIONDESCRIPTION ARCHITECTURAL - A-001 FIRST FLOOR ARCHITECTURAL CODE A-100 FIRST FLOOR PLAN A-200 REFLECTED CEILING PLAN A-300 ROOF PLAN A-400 EXTERIOR ELEVATIONS A-500 BUILDING SECTIONS A-600 WALL SECTIONS A-610 DOOR & WINDOW SCHEDULES STRUCTURAL - S001 STRUCTURAL NOTES S100 FOUNDATION PLAN S110 BASE PLATE DETAILS S111 FOUNDATION DETAILS S200 ROOF FRAMING PLAN MECHANICAL - DESIGN BUILT PLUMBING - DESIGN BUILT ELECTRICAL - DESIGN BUILT 12/2/25 935 940 936 937 938 939 935 936 937 939 936 937 935 935 930 930 930 935 935 935 940 940 940 LOT 1 4.16 AC± UP UP UP UP GODFREY LN PRICE LN CHAPMAN LN E4ISTING PLANSg·3½p¸·0 GODRE5 LN, EAGLE 3I p½11 UPI MANUACTURING À0Àp UILDING ADDITION \\ssr\res\Projects\2025\0924-25 UPI\CAD\SheetsPlan\C1.0.dwg PARCEL: EGLT1818999042 DRETZKA INVESTMENTS LLC W334S4375 CONNEMARA DR DOUSMAN, WI 53118 PARCEL: EGLT1818999053 DRETZKA INVESTMENTS LLC W334S4375 CONNEMARA DR DOUSMAN, WI 53118 PARCEL: EGLT1818999056 DRR PROPERTIES LLC S68W22800 NATIONAL AVE BIG BEND, WI 53103-9641 PARCEL: EGLT1818999034 GODFREY LANE, LLC W3128 STATE HWY 59 WHITEWATER, WI 53190-3035 PARCEL: EGLT1783994 STATION ROAD LLC 4 EARLING CT OCONOMOWOC, WI 53066-4032 PARCEL: EGLT1817011 JOSEPH A SANFILIPPO AND LAURA L SANFILIPPO S87W35575 EAGLE TER EAGLE, WI 53119-2312 BENCHMARK TABLE PARCEL: EGLT1818999028 EAGLE MARINE INVESTMENTS LLC W357S8715 CHAPMAN LN EAGLE, WI 53119-2312 PARCEL: EGLT1818999012 MJ SERVICES LLC W356S8900 W GODFREY LN EAGLE, WI 53119-2312 SITE DEVELOPMENT DATA: SITE ADDRESS: S87W35670 GODFREY LN, EAGLE, WI PARCEL ID 1818999053 LOT 1 CERT SURV 10963 VOL 107/49 REC IN DOC# 3909481 PT NW1/4 SEC 23 T5N R17E :: DOC# 3420791 LOT AREA: 5.433 AC± CURRENT ZONING: B-4 MIXED BUSINESS BLDG SETBACKS: NORTH = 40' SOUTH = 66' EAST =100' WEST = 98' PROPOSED ADDITION: UFI MANUFACTURING FACILITY EX. BUILDING FOOTPRINT = 59,850 SF (1.37± AC) DRIVEWAY & PARKING = 106,786 SF (2.45± AC) TOTAL IMPERVIOUS = 166,636 SF (3.83 AC) 70% LANDSCAPE AREAS = 70,025 SF (1.60 AC) 30% EXISTING PARKING STALLS = 55 STALLS / (3) ADA 570' 105' 131' 66' 98' 100' PLOT SCALE : PROJECT NO: SHEET # ILE NAME : PLOT DATE : PLOT 5 : REVISIONS NO. DATE ID DOCUMENTS SHEET NAME:PROJECT: ·p¸½ D±n¼†b´´ RYt 3Ê Vb±Œ8, 3I p½p½ ¸0g~¸À0~½0½¸ žOnnObŸ◦ ´Çb¼D±Á´´bÇbŒtŒbb±Œt.O‰ ROUSSEV ENGINEERING SOLUTIONS, LLC ADDRESS: ½g0À IPP ST, MADISON, 3I p½·1g C1.0 0Às~Àp 11¹À·¹Àp SSR UP UP UP UP gg02 S NEW ADDITION . 12x14 12x14 3070-G 3070-G 937 936 935 935 934 936 936935 938 938 939 GODFREY LN PRICE LN CHAPMAN LN 1 SITE DEVELOPMENT DATA: SITE ADDRESS: S87W35670 GODFREY LN, EAGLE, WI PARCEL ID 1818999053 LOT 1 CERT SURV 10963 VOL 107/49 REC IN DOC# 3909481 PT NW1/4 SEC 23 T5N R17E :: DOC# 3420791 LOT AREA: 5.433 AC± CURRENT ZONING: B-4 MIXED BUSINESS BLDG SETBACKS: NORTH = 40' SOUTH = 66' EAST =100' WEST = 98' PROPOSED ADDITION: UFI MANUFACTURING FACILITY EX. BUILDING FOOTPRINT = 68,885 SF (1.58± AC) DRIVEWAY & PARKING = 97,751 SF (2.25± AC) TOTAL IMPERVIOUS = 166,636 SF (3.83 AC) 70% LANDSCAPE AREAS = 70,025 SF (1.60 AC) 30% PROPOSED ADDITION = 9,000 SF (0.21± AC) PROPOSED ADDITION REPLACES EXISTING PAVEMENT, THUS DOES NOT INCREASE IMPERVIOUS AREA. EXISTING PARKING STALLS = 55 STALLS / (3) ADA 40' 90' 105' PARCEL: EGLT1818999053 DRETZKA INVESTMENTS LLC W334S4375 CONNEMARA DR DOUSMAN, WI 53118 100' 570' 66' 98' 201' 100' SHEET KEYNOTES: 1. ALL EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. PLAN KEY 1 PROPOSED ADDITION: FACTORY (F2) OCCUPANCY 9,000 SF 2 3 4 EX. ASPHALTIC PAVEMENT ACCESSIBLE STALLS LOADING DOCKS 269' 2 3 4 4 C2.0 02s~2p ——¹2·¹2p SSR PROPOSED SITE PLANSg·W½p¸·0 GODRE5 LN, EAGLE WI p½—— UPI MANUACTURING 202p UILDING ADDITION PLOT SCALE : PROJECT NO: SHEET # PLOT DATE : PLOT 5 : REVISIONS NO. DATE ID DOCUMENTS SHEET NAME:PROJECT: ·p¸½ D±n¼†b´´ RYt WÊ Vb±Œ8, WI p½p½ ¸0g~¸20~½0½¸ žOnnObŸ◦ ´Çb¼D±Á´´bÇbŒtŒbb±Œt.O‰ ROUSSEV ENGINEERING SOLUTIONS, LLC ADDRESS: ½g02 IPP ST, MADISON, WI p½·—g \\ssr\res\Projects\2025\0924-25 UPI\CAD\SheetsPlan\C2.0.dwgILE NAME : UP UPUP UP gg0À SNEWADDITION— 12x14 12x14 3070-G 3070-G 937 936935 935934936936935 938938939 GODFREY LNPRICE LNCHAPMAN LN66' 98' C3.00Às~Àp—À¹À¹ÀpSSR EROSION CONTROL PLANSg·W3p¸·0GODRE5 LN, EAGLEWI p3——UPI MANUACTURINGÀ0Àp UILDING ADDITION PLOT SCALE :PROJECT NO:SHEET #PLOT DATE :PLOT 5 : REVISIONSNO.DATE ID DOCUMENTSSHEET NAME:PROJECT:·p¸3 D±n¼†b´´ RYt WÊVb±Œ8, WI p3p3¸0g~¸À0~303¸ žOnnObŸ◦ ´Çb¼D±Á´´bÇbŒtŒbb±Œt.O‰ROUSSEVENGINEERINGSOLUTIONS, LLCADDRESS: 3g0À IPP ST,MADISON, WI p3·—g \\ssr\res\Projects\2025\0924-25 UPI\CAD\SheetsPlan\C3.0.dwgILE NAME : EROSION CONTROL KEYTRACKING PADCLASS II RIP-RAP @ STORM SEWER OUTLET, TYP.SILT FENCE, TYP.INLET PROTECTION, TYP.IP EROSION CONTROL NOTES:1.THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN EROSIONCONTROL DEVICES FROM THE START OF LAND DISTURBING CONSTRUCTION ACTIVITIES UNTIL FINAL STABILIZATION OF THE CONSTRUCTION SITE.2.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH TOWN EROSION CONTROL ANDSTORMWATER ORDINANCE AND THE APPROPRIATE WISCONSINDNR CONSTRUCTION SITE EROSION AND SEDIMENT CONTROLTECHNICAL STANDARDS. THE TOWN RESERVES THE RIGHT TOREQUIRE ADDITIONAL EROSION CONTROL MEASURES ASCONDITIONS WARRANT.3.CLEANING RIGHT-OF-WAY SURFACES SHALL BE THOROUGHLYCLEANED BEFORE THE END OF EACH WORKING DAY WITHOUTHYDRAULIC FLUSHING.4.RESTORATION RESTORATION SHALL BE COMPLETED AS NOTED INTHE CONSTRUCTION SCHEDULE UNLESS OTHERWISE AUTHORIZED BYTHE TOWN.5.INSPECTION THE CONTRACTOR SHALL INSPECT EROSION ANDSEDIMENT CONTROL PRACTICES WEEKLY, AND WITHIN 24 HOURSFOLLOWING A RAINFALL OF 0.5 INCHES OR GREATER.DOCUMENTATION OF EACH INSPECTION SHALL INCLUDE THETIME, DATE AND LOCATION OF INSPECTION, THE PHASE OF LANDDISTURBANCE AT THE CONSTRUCTION SITE, PERSON CONDUCTING THE INSPECTION, ASSESSMENT OF CONTROL PRACTICES, AND A DESCRIPTION OF ANY EROSION OR SEDIMENTCONTROL MEASURE INSTALLATION.6.STONE TRACKING PAD. BEFORE BEGINNING CONSTRUCTION,CONTRACTOR SHALL INSTALL A STONE TRACKING PAD AT EACHPOINT WHERE VEHICLES ENTERS/EXITS THE CONSTRUCTION SITE.STONE TRACKING PADS SHOULD BE AT LEAST 24 FEET WIDE AND 50FEET LONG, AND CONSTRUCTED OF 3-6 INCH WASHED STONE WITHA DEPTH OF AT LEAST 12 INCHES. ON SITES WITH CLAY SOILS, TONETRACKING PADS MUST BE UNDERLAIN WITH A GEOTEXTILE LINER TOPREVENT THE STONE FROM SINKING INTO THE SOIL.7.INLET PROTECTION. ALL INLETS SUBJECT TO DRAINAGE SHALL BEPROTECTED WITH TYPE D INLET PROTECTION OR APPROVED EQUAL.ANY DEPOSITS OF DIRT, MUD, ROCK, DEBRIS, OR OTHER MATERIALENTERING THE STORM SEWER SYSTEM SHALL BE PROMPTLY ANDTHOROUGHLY CLEANED OUT.8.EROSION MAT. AREAS OR EMBANKMENTS HAVING SLOPESGREATER THAN OR EQUAL TO 4H:1V SHALL BE STABILIZED WITHWISCONSIN DOT CLASS 1, URBAN, TYPE B, EROSION MAT.9.TEMPORARY EROSION CONTROL. ALL TEMPORARY EROSION ANDSEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THETEMPORARY MEASURES ARE NO LONGER NEEDED.10.STABILIZATION. STABILIZE AREAS OF FINAL GRADING WITHIN 7 DAYSOF REACHING FINAL GRADE.11.TOPSOIL. A MINIMUM OF 4 INCHES OF TOPSOIL MUST BE APPLIEDTO ALL AREAS TO BE SEEDED OR SODDED.12.SEEDING. SEED MIXTURE SHALL BE APPLIED AT A RATE OF 2 LBS PER1,000 SF OF AREA OR AS NOTED ON THE LANDSCAPE PLAN.13.STOCKPILES. IMMEDIATELY STABILIZE STOCKPILES AND SURROUNDSTOCKPILES AS NEEDED WITH SILT FENCE OR OTHER PERIMETERCONTROL IF STOCKPILES WILL REMAIN INACTIVE FOR 7 DAYS ORLONGER.14.DEWATERING SHALL FOLLOW DNR TECHNICAL STANDARD 1061.15.CONCRETE WASHOUT AREA SHALL BE DESIGNATED BMP PER DNRTECHNICAL STANDARD. EROSION MATTEMPORARY DITCH CHECK, TYP. TRACKING PAD, TYP.SILT FENCE OR EROSION SOCK, TYP. 3'MAX3'MAX3'MAX3'MAXFOLD3" MAX.SUPPORT CORDGEOTEXTILE FABRICFLOW2'± 2WOOD POSTLENGTH 4' MIN.2' MIN. DEPTH INGROUND 1FLOWDIRECTIONGEOTEXTILE FABRIC ONLYBACKFILL AND COMPACT TRENCHWITH EXCAVATED SOIL* ATTACH THE FABRIC TO THEPOST w/WIRE STAPLES ORWOODEN LATH AND NAILS SILT FENCE TIE BACK DETAILANCHOR STAKEMIN. 18" LONGTIE BACK BETWEENFENCE POSTAND ANCHORFLOW DIRECTIONGEOTEXTILE FABRICEXCESSFABRICTRENCH DETAILWOODPOST1321 NOTES:TRENCH SHALL BE A MINIMUM OF 4" WIDE BY 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC, FOLD MATERIALTO FIT TRENCH AND BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL.HORIZONTAL BRACE WITH 2" X 4" WOODEN FRAME OR EQUIVALENT AT TOP OF POST AS DIRECTED BY THE ENGINEER. WOOD POST SHALL BE A MINIMUM SIZE OF 1 1/8" X 1 1/8" OF OAK OR HICKORY.NOTE:8' POST SPACING ALLOWED IF AWOVEN GEOTEXTILE FABRIC IS USED.* GEOTEXTILE FABRICWOOD POSTGEOTEXTILE FABRICGEOTEXTILE FABRICFLOW DIRECTION GEOTEXTILE FABRICWOOD POSTJOINING LENGTHS OF SILT FENCE3'5:15:1 NOTE:MAINTAIN THE ROCK ENTRANCE TOPREVENT TRACKING ONTO PAVEMENT 3" CLEAR STONEMIN. 12" THICKGEOTEXTILE MATERIAL6" HIGH BERMEXISTINGPAVEMENTSECTION A-A1.FOLLOW WISCONSIN DNR TECHNICAL STANDARD 1057 FOR FURTHER DETAILS AND INSTALLATION.2.LENGTH - MINIMUM OF 50'.3.WIDTH - 24' MINIMUM, SHOULD BE FLARED AT THE EXISTING ROAD TO PROVIDE A TURNING RADIUS.4.ON SITES 'MTH A HIGH GROUND WATER TABLE OR WHERE SATURATED CONDITIONS EXIST, GEOTEXTILE FABRIC SHALL BE PLACEDOVER EXISTING GROUND PRIOR TO PLACING STONE. FABRIC SHALL BE WISDOT TYPE-HR GEOTEXTILE FABRIC.5.STONE - CRUSHED 3" CLEAR STONE SHALL BE PLACED AT LEAST 12" DEEP OVER THE ENTIRE LENGTH AND WIDTH OF ENTRANCE.6.SURFACE WATER - ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARDS CONSTRUCTION ENTRANCES SHALL BE PIPEDTHROUGH THE ENTRANCE. MAINTAINING POSITIVE DRAINAGE. PIPE INSTALLED THROUGH THE STABILIZED CONSTRUCTION ENTRANCESHALL BE PROTECTED WITH A MOUNTABLE BERM WITH 5:1 SLOPES AND MINIMUM OF 6" STONE OVER THE PIPE. PIPE SHALL BE SIZEDACCORDING TO THE DRAINAGE REQUIREMENTS. WHEN THE ENTRANCE IS LOCATED AT A HIGH SPOT AND HAS NO DRAINAGE TOCONVEY A PIPE SHALL NOT BE NECESSARY. THE MINIMUM PIPE DIAMETER SHALL BE 6". CONTRACTOR SHALL BE RESPONSIBLE FORTHE MAINTENANCE OF SAID PIPE.7.LOCATION - A STABILIZED CONSTRUCTION ENTRANCE SHALL BE LOCATED WHERE CONSTRUCTION TRAFFIC ENTERS AND/OR LEAVESTHE CONSTRUCTION SITE. VEHICLES LEAVING THE SITE MUST TRAVEL OVER THE ENTIRE LENGTH OF THE TRACKING PAD. 50' MIN. 24'TYP.10'TYP.10'TYP. A A 1-SILT FENCE 2-TRACKING PAD EXISTING GROUND SEDIMENT CONTROLLED LOGMIN. 24" OVERLAPSTAKE 12"1' 1'FLOWSEDIMENTCONTROLLED LOGRECPAPRONSTAKE ATCENTER OF LOG EXISTING GROUND3-TEMPORARY DITCH CHECK OVERLAP LOGSMIN. 24"TIGHT, NO GAPS FLOW SEDIMENTCONTROLLED LOG DITCH CHECKS \\ssr\res\Projects\2025\0924-25 UPI\CAD\SheetsPlan\C5.0.dwgFILE NAME :FILE NAME :\\ssr\res\Projects\2025\0924-25 UPI\CAD\SheetsPlan\C5.0.dwgC4.00À4~Àp—À¹À¹ÀpSSR EROSION CONTROLDETAILSSg·3½p¸·0GODRE5 LN, EAGLE3I p½——UPI MANUACTURINGÀ0Àp UILDING ADDITION PLOT SCALE :PROJECT NO:SHEET #PLOT DATE :PLOT 5 : REVISIONSNO.DATE ID DOCUMENTSSHEET NAME:PROJECT:·p¸½ D±n¼†b´´ RYt 3ÊVb±Œ8, 3I p½p½¸0g~¸À0~½0½¸ žOnnObŸ◦ ´Çb¼D±Á´´bÇbŒtŒbb±Œt.O‰ROUSSEVENGINEERINGSOLUTIONS, LLCADDRESS: ½g0À IPP ST,MADISON, 3I p½·—g BUILDING CODE REVIEWBUILDING CODE REVIEW REFERENCED CODES INTERNATIONAL BUILDING CODE (IBC) - 2021 BUILDING CLASSIFICATION MAJOR OCCUPANCY: LOW HAZARD FACTORY, GROUP F-2 METAL PRODUCTS (FABRICATION AND ASSEMBLY) CONSTRUCTION TYPE IIB FIRE PROTECTION SYSTEMS SPRINKLED: BLDG NOT EQUIPPED W/ AN AUTOMATIC SPRINKLER SYSTEM BUILDING HEIGHT AND AREA LIMITATIONS ALLOWABLE AREA - IBC 506.2 (F-2) NS = 23,000 SF 1 STORY SECONDARY OCCUPANCY: N/A FIRE AREA 2FIRE AREA 2 + NEW ADDITION+ NEW ADDITION BUILDING PERIMETER WITH 30'+ OPEN SPACE = 634' TOTAL BUILDING PERIMETER (FIRE AREA 2) = 844' PERCENTAGE OF BUILDING PERIMETER WITH 30' OPEN SPACE =634/844 =75% AMOUNT OF INCREASE PER IBC 506.3.3 = 0.75, OR 75%*23,000 = 17,250 SF FRONTAGE INCREASE TOTAL ALLOWABLE AREA = 23,000 SF + 17,250 = 40,250 SF GROSS BUILDING AREA FIRE AREA 1 = 23,543 SF < 40,250 SF FIRE AREA 2 = 32,323 SF < 40,250 SF FIRE AREA 3 = 11,811 SF < 26,000 SF BUILDING FIRE AREA - IBC 903: NO LIMITS ON FIRE AREA FOR F-2 OCCUPANCY BUILDING CODE REVIEWBUILDING CODE REVIEW MEANS OF EGRESS - CHAPTER 10 OCCUPANT LOAD IBC 1005.3.2 (1): EGRESS WIDTH - 0.15 " PER OCCUPANT 18 X 0.15" = 4.35" TOTAL EXISTING EGRESS WIDTH PLUMBING FIXTURES FOR CURRENT CONSTRUCTION EGRESS OPENINGS (2) SERVICE DOOR @ 36" 72" : OK SECTION 2902 - MINIMUM PLUMBING FACILITIES PLUMBING FIXTURE CALCULATIONS: F2/ MALE F2 / FEMALE WATER CLOSETS 14/100=0.14 14/100=0.14 LAVATORIES 14/100=0.14 14/100=0.14 TOTAL MENS = 0.14 (1 REQUIRED), PROVIDED BY EXISTING FACILITY TOTAL WOMENS =0.14 (1 REQUIRED), PROVIDED BY EXISITNG FACILITY TOTAL LAVATORIES =0.14 (1 REQUIRED), PROVIDED BY EXISTING FACILITY TOTAL DRINKING FOUNTAINS =1/400 (1REQUIRED), PROVIDED BY EXISTING FACILITY TOTAL SERVICE SINKS =1 REQUIRED, PROVIDED BY EXISTING FACILITY 18 OCCUPANTS IBC 1029.7 TRAVEL DISTANCE - EXIT ACCESS TRAVEL DISTANCE: MAX ALLOWED PER TABLE 1017.2 = 300' - 0" FOR BLDG W/O SPRINKLER SYSTEM FOR LOW HAZARD FACTORY (F-2) OCCUPANCY < 300' - 0" EXIT LIGHT FIRE EXTINGUISHER -CYLINDER TYPE FE FECFIRE EXTINGUISHER -CABINET TYPE FEC FIRE EXTINGUISHER -CABINET TYPE A-400 A-4001 1A-400 A-4002 2 DD CC BB AA 1 2 3 4 5 23543 SF 23543 SF FIRE AREA 1FIRE AREA 1 32323 SF 32323 SF FIRE AREA 2FIRE AREA 2 11811 SF 11811 SF FIRE AREA 3FIRE AREA 3 114' - 10" 113' - 2" 113' - 0" 114' - 0" 115' - 0" NEW NEW ADDITION ADDITION 3-HR FIRE WALL 3-HR FIRE WALL 3-HR FIRE WALL 3-HR FIRE WALL 105' - 0" 40' - 8" 100' - 0" 86' - 4" 115' - 0" 90' - 0" 105' - 0" 228' - 0" F-2 / B F-2 / B F-2 F-2F-2 / B F-2 / B S-2 S-2 F-2 F-2 64' 30'60' 64' 85'3' 4' 4' FE FE 9' EXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDING EXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDING PLAN NORTH PLOT SCALE : PROJECT NO: SHEET # SHEET # FILE NAME : PLOT DATE : PLOT BY : BID DOCUMENTS SHEET NAME:SHEET NAME:PROJECT: PROJECT: 7563 Driftless Rdg Wy Verona, WI 53593 608-620-3036 (Office) ◦ svet@roussevengineering.com ROUSSEV ROUSSEV ENGINEERINGENGINEERING SOLUTIONS, LLCSOLUTIONS, LLC ADDRESS: ADDRESS: 3802 KIPP ST, MADISON, WI 53718 As indicated E:\Projects\2025\0924-25 UPI\REVIT\UPI-2025.rvt A-001 A-001 0924-25 11/11/25 SSR FIRST FLOOR ARCHITECTURAL CODE 2025 BUILDING ADDITION UPI MANUFACTURING S87W35670 GODFREY LN EAGLE, WI 53119 ROOM OCCUPANCYROOM OCCUPANCY ROOM ROOM NO NO NAME NAME AREA AREA FUNCTION OFFUNCTION OF SPACE SPACE OCCUPANTOCCUPANT LOAD LOAD FACTOR FACTOR OCCUPANTOCCUPANT LOAD LOAD COMMENTSCOMMENTS 1 NEW ADDITION 8802 SF FACTORY F-2 500 18 TOTAL: 1 18 10' 20' 40'0 2"0 1" = 20'-0" SCALE: 1'-0" = 40' on 11" x 17" 1'-0" = 20' on 22" x 34" FIRST FLR. FIRST FLR. 1 1 REVISIONS NO. DATE A-400 A-4002 2 A-500 A-5001 1 D D CC BB AA 1 2 3 4 5 100 103 102 101 12' - 0" 30' - 0" 30' - 0" 28' - 0" 1' - 0" 1' - 0" 100' - 0" 30' - 0" 30' - 0" 30' - 0" 90' - 0" 8802 SF 1 NEW NEW ADDITION ADDITION FACTORY F-2 EXISITNG WALL 16x14 3070-G 16x14 3070-G 12' - 0" 2 2 PLOT SCALE : PROJECT NO: SHEET # SHEET # FILE NAME : PLOT DATE : PLOT BY : BID DOCUMENTS SHEET NAME:SHEET NAME:PROJECT: PROJECT: 7563 Driftless Rdg Wy Verona, WI 53593 608-620-3036 (Office) ◦ svet@roussevengineering.com ROUSSEV ROUSSEV ENGINEERINGENGINEERING SOLUTIONS, LLCSOLUTIONS, LLC ADDRESS: ADDRESS: 3802 KIPP ST, MADISON, WI 53718 1/8" = 1'-0" E:\Projects\2025\0924-25 UPI\REVIT\UPI-2025.rvt A-100 A-100 0924-25 11/11/25 SSR FIRST FLOOR PLAN2025 BUILDING ADDITION UPI MANUFACTURING S87W35670 GODFREY LN EAGLE, WI 53119 SCALE: 1/16" = 1'-0" on 11" x 17" 1/8" = 1'-0" on 22" x 34" FIRST FLOOR PLANFIRST FLOOR PLAN 1 1 4' 8' 16'0 2"0 1/8" = 1'-0" PLAN NORTH REVISIONS NO. DATE DD CC BB AA 1 2 3 4 5 OPEN TO ROOF STRUCTUREOPEN TO ROOF STRUCTURE EXISTING BUILDINGEXISTING BUILDING 3-HR FIRE WALL CEILING LEGENDCEILING LEGEND 24" X 24" ACOUSTICAL CEILING TILE GYPSUM WALL BOARD / PAINT EXPOSED CEILING TO ROOF DECK FLUORESCENT STRIP FIXTURE RECESSED FLUORESCENT FIXTURE LIGHTING FIXTURES ON EMERGENCY POWER SOURCE SUPPLY FRESH AIR RETURN AIR REGISTER CEILING MOUNTED OCCUPANCY SENSOR CARBON MONOXIDE DETECTORS EXIT LIGHT FIXTURESPRINKLER HEAD EXIT LIGHT FIXTURE CMD SCALE: 1/16" = 1'-0" on 11" x 17" 1/8" = 1'-0" on 22" x 34" FIRST FLR. REFLECTED CEILING PLANFIRST FLR. REFLECTED CEILING PLAN 1 1 PLOT SCALE : PROJECT NO: SHEET # SHEET # FILE NAME : PLOT DATE : PLOT BY : BID DOCUMENTS SHEET NAME:SHEET NAME:PROJECT: PROJECT: 7563 Driftless Rdg Wy Verona, WI 53593 608-620-3036 (Office) ◦ svet@roussevengineering.com ROUSSEV ROUSSEV ENGINEERINGENGINEERING SOLUTIONS, LLCSOLUTIONS, LLC ADDRESS: ADDRESS: 3802 KIPP ST, MADISON, WI 53718 1/8" = 1'-0" E:\Projects\2025\0924-25 UPI\REVIT\UPI-2025.rvt A-200 A-200 0924-25 11/11/25 SSR REFLECTED CEILING PLAN 2025 BUILDING ADDITION UPI MANUFACTURING S87W35670 GODFREY LN EAGLE, WI 53119 REVISIONS NO. DATE A-400 A-4002 2 A-500 A-5001 1 DD 3 3 A-300 A-300 Sim Sim ______________________ 3 3 A-300 A-300 Sim Sim ______________________ CC BB AA 1 2 3 4 5 4 4 A-300 A-300 Sim Sim ______________________ EXISTING ROOFEXISTING ROOF NEW ROOF NEW ROOF 100' - 0" 90' - 0" 3/8" / 12" 3/8" / 12" 3/8" / 12" 3/8" / 12" 2 2 THERMAL SPACER BLOCK PANEL CLIP STANDING SEAM ROOF PANEL UNFACED FG INSULATION 2ND LAYER (R11) UNFACED FG INSULATION 1ST LAYER (R25) MTL JOIST OR PURLINS STEEL BANDING LONGITUDINAL AND TRANSVERSE MEMBRANE & VAPOR RETARDER (CONCEALS PURLIN) R25+R11 LINER SYSTEM ON METAL ROOF U=0.031 PER ASHRAE 90.1, TABLE A2.3.3 OUTSIDE CLOSURE PANEL RIB 1/8" X 1" TAPE MASTIC 12-14 X 1 1/4" SSR STRUT FSNR 6" O.C. FACE OF WALL PANEL RAKE FASCIA 9-IN TYP. 1/4 - 14 x 7/8" WALL STITCH FSNR 1'-0" O.C. RAKE FASCIA RETAINER WALL PANEL PANEL CLOSURE ANGLE 1/4-14 X 7/8" WALL STITCH FNSR 1'-0" O.C. OUTSIDE CLOSURE PANEL RIB W.P. FACE OF WALL PANEL SSR CLOSURE PLUG (2'-0") O.C. EAVE GUTTER STRAP 1/4-14 X 7/8" S.S. ROOF STITCH FASTNER STRAP 1/8" X 1" TAPE MASTIC AND OVER PLUG EAVE GUTTER 1/4-14 X 7/8 S.S. ROOF STITCH FASTENER 5 PER PANEL PLOT SCALE : PROJECT NO: SHEET # SHEET # FILE NAME : PLOT DATE : PLOT BY : BID DOCUMENTS SHEET NAME:SHEET NAME:PROJECT: PROJECT: 7563 Driftless Rdg Wy Verona, WI 53593 608-620-3036 (Office) ◦ svet@roussevengineering.com ROUSSEV ROUSSEV ENGINEERINGENGINEERING SOLUTIONS, LLCSOLUTIONS, LLC ADDRESS: ADDRESS: 3802 KIPP ST, MADISON, WI 53718 As indicated E:\Projects\2025\0924-25 UPI\REVIT\UPI-2025.rvt A-300 A-300 0924-25 11/11/25 SSR ROOF PLAN2025 BUILDING ADDITION UPI MANUFACTURING S87W35670 GODFREY LN EAGLE, WI 53119 SCALE: 1/16" = 1'-0" on 11" x 17" 1/8" = 1'-0" on 22" x 34" ROOF FLOOR PLANROOF FLOOR PLAN 1 1 PLAN NORTH NOT TO SCALE ROOF SECTIONROOF SECTION2 2 NOT TO SCALE ROOF SSR RAKE TRIMROOF SSR RAKE TRIM3 3 NOT TO SCALE ROOF SSR W/ EAVE GUTTERROOF SSR W/ EAVE GUTTER4 4 4' 8' 16'0 2"0 1/8" = 1'-0" REVISIONS NO. DATE FIRST FLR. FIRST FLR. 100' - 0" 100' - 0" ROOF LE EXROOF LE EX 124' - 0" 124' - 0" 24 GA TRIPLE LOCK STANDING SEAM ROOF MACHINE SEAM OVER "Z" PURLINS W/ SIMPLE SAVER SYSTEM INSULATION D ROOF HE EXROOF HE EX 127' - 3 3/8"127' - 3 3/8" 1 C B A ROOF LE ROOF LE 123' - 5 13/16"123' - 5 13/16" 3/8" / 12" 3/8" / 12" 90' - 0" 2 3 3070-G 12x14 3/8" / 12" 3/8" / 12" EXISTING BUILDINGEXISTING BUILDING 126' - 3 1/2" FIRST FLR. FIRST FLR. 100' - 0" 100' - 0" 24 GA TRIPLE LOCK STANDING SEAM ROOF MACHINE SEAM OVER "Z" PURLINS W/ SIMPLE SAVER SYSTEM INSULATION ROOF HE EXROOF HE EX 127' - 3 3/8"127' - 3 3/8" 1 12345 ROOF LE ROOF LE 123' - 5 13/16"123' - 5 13/16" 28' - 0" 30' - 0" 30' - 0" 12' - 0" 2 3 EXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDING FIRST FLR. FIRST FLR. 100' - 0" 100' - 0" 24 GA TRIPLE LOCK STANDING SEAM ROOF MACHINE SEAM OVER "Z" PURLINS W/ SIMPLE SAVER SYSTEM INSULATION D ROOF HE EXROOF HE EX 127' - 3 3/8"127' - 3 3/8" CBA ROOF LE ROOF LE 123' - 5 13/16"123' - 5 13/16" ROOF LE ROOF LE 123' - 5 13/16"123' - 5 13/16" 3/8" / 12" 3/8" / 12" 1 12x14 3070-G 3/8" / 12" 3/8" / 12" EXISTING BUILDINGEXISTING BUILDING 126' - 3 1/2" SCALE: 1/8" = 1'-0" on 11" x 17" 1/4" = 1'-0" on 22" x 34" EAST ELEVATIONEAST ELEVATION 1 1 SCALE: 1/16" = 1'-0" on 11" x 17" 1/8" = 1'-0" on 22" x 34" NORTH ELEVATIONNORTH ELEVATION 3 3 ELEVATION NOTESELEVATION NOTES Item Description 1 STEEL - PANEL RIB - AMERICAN BUILDING SURREY BEIGE 2 6"X6" GUTTER: COLOR AMERICAN BUILDINGS -MIDNIGHT BLACK 3 5"X6" DOWNSPOUT: COLOR AMERICAN BUILDINGS -MIDNIGHT BLACK PLOT SCALE : PROJECT NO: SHEET # SHEET # FILE NAME : PLOT DATE : PLOT BY : BID DOCUMENTS SHEET NAME:SHEET NAME:PROJECT: PROJECT: 7563 Driftless Rdg Wy Verona, WI 53593 608-620-3036 (Office) ◦ svet@roussevengineering.com ROUSSEV ROUSSEV ENGINEERINGENGINEERING SOLUTIONS, LLCSOLUTIONS, LLC ADDRESS: ADDRESS: 3802 KIPP ST, MADISON, WI 53718 1/8" = 1'-0" E:\Projects\2025\0924-25 UPI\REVIT\UPI-2025.rvt A-400 A-400 0924-25 11/11/25 SSR EXTERIOR ELEVATIONS2025 BUILDING ADDITION UPI MANUFACTURING S87W35670 GODFREY LN EAGLE, WI 53119 SCALE: 1/16" = 1'-0" on 11" x 17" 1/8" = 1'-0" on 22" x 34" WEST ELEVATIONWEST ELEVATION 2 2 4' 8' 16'0 2"0 1/8" = 1'-0" REVISIONS NO. DATE FIRST FLR. FIRST FLR. 100' - 0" 100' - 0" T.O. FTG. T.O. FTG. 96' - 0" 96' - 0" B.O. FTG B.O. FTG 95' - 0" 95' - 0" D ROOF HE EXROOF HE EX 127' - 3 3/8"127' - 3 3/8" C B A ROOF LE ROOF LE 123' - 5 13/16"123' - 5 13/16" 6" CONCRETE SLAB W.W.F 6x6-8X8 (W2.1XW2.1) 6 MIL VAPOR BARRIER, & 8" COMPACTED GRANULAR FILL 3 3 S100 S100 Sim Sim ______________________ 12x14 3070-G EXISTING BUILDINGEXISTING BUILDING 3/8" / 12" 3/8" / 12" 3/8" / 12" 3/8" / 12" PROPOSED ADDITIONPROPOSED ADDITION A-600 A-600 1 1 30' - 0" 30' - 0" 30' - 0" 90' - 0" FIRST FLR. FIRST FLR. 100' - 0" 100' - 0" T.O. FTG. T.O. FTG. 96' - 0" 96' - 0" B.O. FTG B.O. FTG 95' - 0" 95' - 0" 1 2 3 4 5 ROOF LE ROOF LE 123' - 5 13/16"123' - 5 13/16" 28' - 0"30' - 0"30' - 0"12' - 0" 100' - 0" S100 S100 3 3 Sim Sim PLOT SCALE : PROJECT NO: SHEET # SHEET # FILE NAME : PLOT DATE : PLOT BY : BID DOCUMENTS SHEET NAME:SHEET NAME:PROJECT: PROJECT: 7563 Driftless Rdg Wy Verona, WI 53593 608-620-3036 (Office) ◦ svet@roussevengineering.com ROUSSEV ROUSSEV ENGINEERINGENGINEERING SOLUTIONS, LLCSOLUTIONS, LLC ADDRESS: ADDRESS: 3802 KIPP ST, MADISON, WI 53718 3/16" = 1'-0" E:\Projects\2025\0924-25 UPI\REVIT\UPI-2025.rvt A-500 A-500 0924-25 11/11/25 SSR BUILDING SECTIONS2025 BUILDING ADDITION UPI MANUFACTURING S87W35670 GODFREY LN EAGLE, WI 53119 SCALE: 3/32" = 1'-0" on 11" x 17" 3/16" = 1'-0" on 22" x 34" BLDG SECTION ABLDG SECTION A 1 1 2.7' 5.3' 10.7'0 2"0 3/16" = 1'-0" SCALE: 3/32" = 1'-0" on 11" x 17" 3/16" = 1'-0" on 22" x 34" BLDG SECTION BBLDG SECTION B 2 2 REVISIONS NO. DATE METAL WALL PANEL (EXTERIOR) 1/8" FOAM TAPE OR BREAK STRIP GIRT, PER PEMB R30 FACED ON UNFACED FG INSULATION IN CAVITY (SINGLE LAYER) W/ THERMAL BLOCK U=0.052 ASHRAE 90.1-2013 (b) TABLE A3.2.3 VERTICAL METAL BANDING MEMBRANE OR FACING INSTALLED SEPARATELY OR ADHERED TO INSULATION INTERIOR EXTERIOR R30, SINGLE LAYER FG INSULATION IN CAVITY U=0.052, PER ASHRAE 90.1, TABLE A3.2.3 (b) FIRST FLR. FIRST FLR. 100' - 0" 100' - 0" T.O. FTG. T.O. FTG. 96' - 0" 96' - 0" B.O. FTG B.O. FTG 95' - 0" 95' - 0" A ROOF LE ROOF LE 123' - 5 13/16"123' - 5 13/16"3' - 11 7/8"6' - 0"6' - 1 1/4"7' - 3 1/4" PLOT SCALE : PROJECT NO: SHEET # SHEET # FILE NAME : PLOT DATE : PLOT BY : BID DOCUMENTS SHEET NAME:SHEET NAME:PROJECT: PROJECT: 7563 Driftless Rdg Wy Verona, WI 53593 608-620-3036 (Office) ◦ svet@roussevengineering.com ROUSSEV ROUSSEV ENGINEERINGENGINEERING SOLUTIONS, LLCSOLUTIONS, LLC ADDRESS: ADDRESS: 3802 KIPP ST, MADISON, WI 53718 As indicated E:\Projects\2025\0924-25 UPI\REVIT\UPI-2025.rvt A-600 A-600 0924-25 11/11/25 SSR WALL SECTIONS2025 BUILDING ADDITION UPI MANUFACTURING S87W35670 GODFREY LN EAGLE, WI 53119 NOT TO SCALE EXTERIOR WALL SECTIONEXTERIOR WALL SECTION2 2 SCALE: 1/4" = 1'-0" on 11" x 17" 1/2" = 1'-0" on 22" x 34" WALL DETAILWALL DETAIL 1 1 REVISIONS NO. DATE F FLUSH P PAIR DOOR L LOUVER (BOTTOM) TL LOUVER (TOP) LL LOVER (TOP AND BOTTOM) V VISION LITE VL VISION LITE AND LOUVER N NARROW LITE NL NARROW LITE AND LOUVER G HALF GLASS GL HALF GLASS AND LOUVER FG FULL GLASS FL FULL LOUVER D DUTCH DOOR OHD OVERHEAD SECTIONAL DOOR OHC OVERHEAD COILING DOOR LEGEND - DOOR TYPESLEGEND - DOOR TYPES 1. ALL DOORS SHALL HAVE A MINIMUM STC RATING OF 35 UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR DOORS NOT LOCATED IN STOREFRONT / CURTAINWALL ASSEMBLIES SHALL BE INSULATED HOLLOW METAL AND MINIMUM LEVEL 2 PERFORMANCE LEVEL B PER SDI/DOOR A250.8. ALL DOOR FRAMES SHALL BE WELDED. DOOR FRAMES SHALL BE FILLED WITH SPRAY FOAM INSULATION. EXTERIOR DOORS SHALL EXCEED MINIMUM INSULATION REQUIRED IN A SHRAE 90.1 - IP. 3. INTERIOR VESTIBULE DOORS SHALL MATCH THE TYPE, CONSTRUCTION AND CONFIGURATION OF THEIR CORRESPONDING EXTERIOR DOORS. 4. INTERIOR DOORS SHALL BE SOLID CORE WOOD VENEER DOOR. FRAMES SHALL BE WELDED HOLLOW METAL. HM DOORS AND FRAMES SHALL RECEIVE A PAINTED FINISH. 5. LOCKSETS MUST ACCEPT MARSHALL BEST 6-PIN REMOVABLE CORE. 6. THERMALLY BROKEN FRAME 7. INSULATED DOOR 8. TRACK & HARDWARE BY MANUFACTURER 9. UL RATED DOOR & FRAME ASSEMBLY 10. UNDERCUT DOOR 1" 11. PROVIDE ALL EXTERIOR EGRESS DOORS WITH PANIC HARDWARE OR FIRE EXIT HARDWARE PER IBC. 1010.1.10. MAIN EXIT DOORS ARE PERMITED TO BE LOCKING PER IBC 1010.1.9.3 GENERAL NOTES - DOORSGENERAL NOTES - DOORS ALUM ALUMINUM HM HOLLOW METAL MTL METAL PNT PAINTED INS INSULATED ANOD ANNODIZED FRP FIBRE REINFORCED POLYMER WD WOOD SOLID CORE DOOR ABBREVIATIONSDOOR ABBREVIATIONS GL-1 EXTERIOR INSULATED GLAZING UNIT GL-2 FIRE RATED GLASS (D-H-60 OR D-H-W-60) GL-3 TEMPERED SAFETY GLASS GLAZING SCHEDULEGLAZING SCHEDULE OHD-1 OHD-1 14' - 0" 12' - 0" F F N N 4 5/8" FG FG 6" 6" 10" DOOR TYPES:DOOR TYPES: 4' - 7 3/8" 2' - 0" 6" 7' - 0" FINISHED FLOOR 6" 3' - 0" 3' - 0" 3' - 0" 6" 6" 6" 3' - 0" G G P P 7' - 0" 6' - 0" F1 F1 FRAME TYPES:FRAME TYPES: 2" SEE SCHED 2" SEE SCHED 2" F2 F2 2" SEE SCHED 2" SEE SCHED 2" GL-1 EXTERIOR INSULATED & TEMPERED GLAZING UNIT GL-2 FIRE RATED GLASS (D-H-60 OR D-H-W-60) GL-3 TEMPERED SAFETY GLASS GLAZING SCHEDULEGLAZING SCHEDULE TYPE SEE FRAME DOOR HEIGHT SEE SCHED HM FRAME SEE SCHEDULE PROVIDE DOOR SILENCERS, TYP. DOOR (SEE SCHEDULE) SEALENT METAL WALL PANEL (EXTERIOR) GIRT WALL BY PEMB R30 FACED ON UNFACED FG INSULATION IN CAVITY (SINGLE LAYER) W/ THERMAL BLOCK U=0.052 ASHRAE 90.1-2013 (b) TABLE A3.2.3 METAL FLASHING EXTERIOR EXTERIOR WINDOW MTL STUD FRAMING 2" TYPE SEE FRAME DOOR WIDTH SEE SCHED CONTINUOUS CAUKING (TYPICAL ALL DOOR FRAMES) HM FRAME SEE SCHEDULE SEALENT JAMB ANCHORS, 3 PER SIDE RETAINER COVER EXTERIOR EXTERIORINTERIOR INTERIOR CONTINUOUS CAUKING (TYPICAL ALL DOOR FRAMES) METAL WALL PANEL (EXTERIOR) GIRT WALL BY PEMB R30 FACED ON UNFACED FG INSULATION IN CAVITY (SINGLE LAYER) W/ THERMAL BLOCK U=0.052 ASHRAE 90.1-2013 (b) TABLE A3.2.3 P.T. FURRING STRIP MTL STUD STOREFRONT FRAMING COMPRESSABLE FILLER WITH BACKER ROD AND SEALANT HOLLOW METAL FRAME ALUMINUM THRESHOLD, GROUT FILLED SET IN BED OF SEALANT CONCRETE FLOOR SLAB, SEE STRUCTURAL EXPANSION ANCHORS CONCRETE APRON, SEE CIVIL DOOR AS SCHEDULED, GASKET OR SEAL FOR EXT. CONDITION EXTERIOR EXTERIORINTERIOR INTERIOR P.T. 2x WOOD BLOCKING 2" RIGID INSULATION 4" 6" PLOT SCALE : PROJECT NO: SHEET # SHEET # FILE NAME : PLOT DATE : PLOT BY : BID DOCUMENTS SHEET NAME:SHEET NAME:PROJECT: PROJECT: 7563 Driftless Rdg Wy Verona, WI 53593 608-620-3036 (Office) ◦ svet@roussevengineering.com ROUSSEV ROUSSEV ENGINEERINGENGINEERING SOLUTIONS, LLCSOLUTIONS, LLC ADDRESS: ADDRESS: 3802 KIPP ST, MADISON, WI 53718 As indicated E:\Projects\2025\0924-25 UPI\REVIT\UPI-2025.rvt A-610 A-610 0924-25 11/11/25 SSR DOOR & WINDOW SCHEDULES 2025 BUILDING ADDITION UPI MANUFACTURING S87W35670 GODFREY LN EAGLE, WI 53119 DOOR SCHEDULEDOOR SCHEDULE Mark Mark SIZE SIZE DOOR DOOR FRAME FRAME GLZ GLZ NOTES NOTESW W HT HT THK THK ELEV ELEV MAT'L MAT'L ELEV ELEV MAT'L MAT'L 100 3' - 0" 7' - 0" 1 3/4" G HM F2 HM GL-1 101 3' - 0" 7' - 0" 1 3/4" G HM G2 HM GL-1 102 12' - 0" 14' - 0" 1 3/4" OVERHEAD DOOR 103 12' - 0" 14' - 0" 1 3/4" OVERHEAD DOOR Grand total: 4 NOT TO SCALE HM EXTERIOR DOOR HEADHM EXTERIOR DOOR HEAD2 2 NOT TO SCALE HM EXTERIOR DOOR JAMBHM EXTERIOR DOOR JAMB1 1 NOT TO SCALE HM EXTERIOR DOOR SILLHM EXTERIOR DOOR SILL3 3 REVISIONS NO. DATE STRUCTURAL DESIGN DATA:STRUCTURAL DESIGN DATA: DESIGN CODE:DESIGN CODE: 2025 WISCONSIN ENROLLED COMMERCIAL BUILDING CODE (2021 IBC) SOIL LOAD:SOIL LOAD: ALLOWABLE NET SOIL BEARING PRESSURE (ASSUMED) 2,000 PSF SOILS REPORT AVAILABLE NO *SEISMIC LOAD:*SEISMIC LOAD: SEISMIC USE GROUP / RISK CATEGORY II SEISMIC LOAD IMPORTANCE FACTOR (Ie) 1.1 SEISMIC SITE CLASS D (ASSUMED) MAPPED SPECTRAL RESPONSE ACCELERATION (Ss) 0.072 MAPPED SPECTRAL RESPONSE ACCELERATION (S1) 0.047 SPECTRAL RESPONSE COEFFICIENT (Sds) 0.077 SPECTRAL RESPONSE COEFFICIENT (Sd1) 0.075 SEISMIC DESIGN CATEGORY A SEISMIC RESPONSE COEFF. CS 0.026 RESPONSE MODIFICATION COEFF. 3.00 LONDITUDINAL BASE SHEAR 0.026 x W KIPS TRANSVERSE BASE SHEAR 0.026 x W KIPS *WIND LOAD:*WIND LOAD: ULTIMATE WIND SPEED 115 MPH (Vult) NOMINAL WIND SPEED 89 MPH (Vasd) RISK CATEGORY II-STANDARD BUILDINGS WIND EXPOSURE C INTERNAL PRESSURE COEFFICIENTS ± 0.18 ROOF DESIGN LOAD:ROOF DESIGN LOAD: SNOW ROOF LOAD 21.0 PSF GROUND SNOW LOAD 30.0 PSF ROOF LIVE LOAD 20.0 PSF ROOF DEAD LOAD PER MFG COLLATERAL LOAD 5.0 PSF UNBALANCED LOAD: N/A DRIFT LOADS SEE APPROPRIATE DIAGRAMS ON S2.0 *SNOW LOAD:*SNOW LOAD: GROUND SNOW LOAD 30 PSF SNOW EXPOSURE FACTOR (Ce) 1.0 SNOW IMPORTANCE FACTOR (Is) 1.0 THERMAL FACTOR (Ct) 1.0 RISK CATEGORY II * SEISMIC, WIND, AND SNOW LOAD CALCULATIONS AND DESIGN DATA SHALL BE PERFORMED * SEISMIC, WIND, AND SNOW LOAD CALCULATIONS AND DESIGN DATA SHALL BE PERFORMED AND SUPPLIED BY THE TRUSS MANUFACTURER.AND SUPPLIED BY THE TRUSS MANUFACTURER. FOUNDATION PLAN NOTES:FOUNDATION PLAN NOTES: 1. CONTRACTOR SHALL PROVIDE FROST PROTECTION AND MOISTURE PROTECTION FOR FOOTINGS EXPOSED DURING CONSTRUCTION. 2. REFER TO ARCHITECTURAL DRAWINGS OR PLUMBING DRAWINGS FOR SPECIFIC FLOOR DRAIN LOCATIONS AND ELEVATIONS. 3. REFER TO STRUCTURAL DETAIL PLAN SHEETS FOR MISCELLANEOUS DETAILS NOT INDICATED ON PLAN. 4. NOTIFY ENGINEER OF ANY UNUSUAL SOIL CONDITIONS. ALL FOOTINGS SHALL REST ON UNDISTURBED ROCK OR SOIL EXCAVATIONS FOR FOOTINGS SHALL BE APPROVED BY ENGINEER PRIOR TO PLACEMENT OF CONCRETE. 5. WHERE REQUIRED, REMOVE UNSUITABLE EXISTING SOILS BELOW FOOTINGS, SLABS-ON-GRADE, ETC. TO APPROVED BEARING SOIL. REPLACE WITH ENGINEERED FILL (COMPACTED TO 95% OF THE MODIFIED PROCTOR DENSITY) TO THE REQUIRED FOOTING BEARING ELEVATION. REVIEW SOIL REPORT, IF ANY, FILL MATERIAL SHALL HAVE A MINIMUM BEARING CAPACITY AS INDICATED IN THE STRUCTURAL DESIGN DATA SOIL LOAD INFORMATION ON SHEET S0.0. TYPE OF FILL MATERIAL AND PLACEMENT SHALL CONFORM TO SPECIFICATIONS UNDER THE DIRECTION AND SUPERVISION OF THE SOILS ENGINEER. SOILS ENGINEER SHALL FIELD VERIFY ALL BEARING CAPACITIES BEFORE FOOTINGS ARE POURED. CONTACT ENGINEER IF UNABLE TO ATTAIN LISTED SOIL BEARING PRESSURE. 6. PROVIDE A MINIMUM OF 8 INCHES OF WELL COMPACTED GRANULAR FILL BELOW ALL SLABS ON GRADE. COMPACT TO 95% OF THE MODIFIED PROCTOR DENSITY. 7. CONCRETE EXPOSED TO WEATHER (RETAINING WALLS, EXTERIOR SLABS, WALKS, CURBS, ETC. BUT EXCLUDING EXPOSED FOUNDATION WALLS) SHALL CONTAIN 4 TO 7 PERCENT AIR BY VOLUME. 8. DELIVERY TICKETS FOR EACH LOAD OF CONCRETE DELIVERED TO THE JOB SITE SHALL BE FURNISHED UPON REQUEST TO THE ENGINEER. TICKET INFORMATION SHALL CONTAIN ALL PERTINENT DESIGN INFORMATION, INCLUDING AMOUNT OF WATER ADDED AT THE JOB SITE, IF ANY. 9. VERIFY PIER CENTERLINE SPACINGS, ANCHOR BOLT LAYOUT, AND FOUNDATION DIMENSIONS WITH METAL BUILDING MANUFACTURER'S ANCHOR BOLT PLAN. VERIFY THAT ALL BASE PLATES WILL BEAR FULLY ON CONCRETE PIERS, NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO POURING CONCRETE. 10. FORMWORK FOR FOOTINGS SHALL CONSIST OF A MANUFACTURED FORM SYSTEM OR A MINIMUM 1-1/2" THICK WOOD PLANK SECURED TO WOOD OR STEEL STAKES. POURING TO EXCAVATION BANK MAY NOT BE DONE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 11. MIXING AND PLACING OF CONCRETE TO BE IN ACCORDANCE WITH ACI 318. CONCRETE SHALL BE DEPOSITED AS NEARLY AS PRACTICAL IN ITS FINAL POSITION TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING. CONCRETING SHALL BE CARRIED ON A SUCH A RATE THAT CONCRETE IS AT ALL TIMES PLASTIC AND FLOWS READILY INTO SPACES BETWEEN REINFORCEMENT. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT AND EMBEDDED FIXTURES AND INTO CORNERS OF FORMS. MATERIAL DESIGN PROPERTIES:MATERIAL DESIGN PROPERTIES: CONCRETE PROPERTIES:CONCRETE PROPERTIES: REINFORCING STEEL STRENGTHS:REINFORCING STEEL STRENGTHS: BARS (ASTM A615, GRADE 60) fy = 60,000 PSI WELDED WIRE MESH (ASTM A 185) fy = 65,000 PSI STRUCTURAL STEEL STRENGTHS:STRUCTURAL STEEL STRENGTHS: OTHER: W SHAPES (ASTM A992, GR50) fy = 50,000 PSI ANGLES, CHANNELS,PLATES, & BARS (ASTM A36) fy = 36,000 PSI SQUARE & RECTANGULAR TS OR HSS SECTIONS (ASTM A500 ,GR B) fy = 42,000 PSI HIGH STRENGTH BOLTS (ASTM A325) USE USE 28 DAY 28 DAY STRENGTH STRENGTH MIN. H2O /CEMENTMIN. H2O /CEMENT RATIO RATIO SLUMP SLUMP (INCHES) (INCHES) MAX. MAX. AGGREGATE SZ.AGGREGATE SZ. INTERIOR FLOORS 3,500 PSI .62 3 ±1 3/4 WALLS 3,500 PSI .62 3 ±1 3/4 PIERS 3,500 PSI .62 3 ±1 3/4 FOOTINGS 3,500 PSI .62 3 ±1 1-1/2 EXTERIOR FLOORS 4,000 PSI .48 4 ±1 3/4 2. ALL CONCRETE SUBJECT TO EXTERIOR EXPOSURE SHALL BE AIR ENTRAINED TO 6% (+/- 1.5% ) AND HAVE A MAXIMUM 3/4” AGGREGATE. ALL CONCRETE WITHOUT UPERPLASTICIZERS SHALL HAVE A MAXIMUM SLUMP OF 4 ” ± 1". 1. ALL CONCRETE DESIGN AND CONSTRUCTION SHALL CONFORM TO THE LOCAL BUILDING CODE REQUIREMENTS AND THOSE OF THE LATEST EDITION OF THE FOLLOWING STANDARDS: ACI 318, ACI 315, ACI 301, AND ACI 305 & 306. MISCELLANEOUS STRUCTURAL NOTES:MISCELLANEOUS STRUCTURAL NOTES: 1. ENGINEER ASSUMES PIN BASED COLUMNS. 2. CONNECTORS:CONNECTORS: A. FOR EXTERIOR AND INTERIOR APPLICATIONS WHERE EXPOSED TO MOISTURE, WHERE PRESSURE TREATED WOOD IS USED, AND FOR INTERIOR CORROSIVE ENVIRONMENTS ALL CONNECTORS SHALL BE HOT DIPPED GALVANIZED PER ASTM A 153A / 153M, OR STAINLESS STEEL, INCLUDING EXPANSION BOLTS, ANCHOR BOLTS, JOIST HANGERS, AND NAILS. B. CONNECTION DESIGN TO WOOD OR STEEL FRAMING AND EVALUATION OF STRUCTURAL MEMBERS ADEQUACY BY A REGISTERED PROFESSIONAL ENGINEER SHALL BE PROVIDED BY ALL SUBCONTRACTORS. C. INSTALLER OF ANCHORS OR CONNECTIONS TO STRUCTURE IS RESPONSIBLE FOR ANCHOR DESIGN AND DETERMINATION OF STRUCTURAL COMPONENT ADEQUACY. DO NOT CUT REINFORCING BARS OR DAMAGE OTHER EMBEDMENTS. 3. WORK BY OTHERS:WORK BY OTHERS: A. ALL SUPPORTS, FRAMING, SUB-FRAMING, LIGHT GAGE FRAMING, MISCELLANEOUS STEEL FRAMING, METAL FABRICATIONS, BRACING BRACKETS, HANGERS, CONNECTORS, EMBEDMENTS, FASTENERS, AND ATTACHMENTS NOT SHOWN ON THE STRUCTURAL DRAWINGS ARE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE ENGINEERED AND PROVIDED BY THE CONTRACTOR REQUIRING THE ITEM. COMPLY WITH GOVERNING CODES. B. CONSTRUCTION MEANS AND METHODS ARE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE ENGINEERED AND PROVIDED BY THE CONTRACTOR REQUIRING SUCH, WORK INCLUDES, BUT IS NOT LIMITED TO: 1. EVALUATION OF STRUCTURE FOR CONSTRUCTION EQUIPMENT LOADS SUCH AS FORKLIFTS, MATERIAL STOCKPILES, ETC. 2. EVALUATION OF STRUCTURE FOR INSTALLATION OF ANY NECESSARY SHORING FOR MOVING LOADS DURING INSTALLATION OF HEAVY EQUIPMENT. 4. WHERE DIMENSIONS OR WEIGHTS OF EQUIPMENT OR SYSTEMS ARE VARIABLE FROM MANUFACTURER TO MANUFACTURER, VERIFY DIMENSIONS AND WEIGHTS SHOWN ON DRAWINGS WITH SELECTED MANUFACTURER PRIOR TO ORDERING MATERIALS, NOTIFY ENGINEER OF DISCREPANCIES. 5. DO NOT SUSPEND POINT LOADS FROM ROOF SHEATHING OR ROOF PURLINS UNLESS APPROVED BY THE ENGINEER. POINT LOADS INCLUDE, BUT ARE NOT LIMITED TO: HANGERS FOR CEILINGS, PIPES, DUCTS, STEEL STUDS, EQUIPMENT, ETC. CONTRACTOR INSTALLING SUCH POINT LOADS SHALL PROVIDE SUB-FRAMING TO TRANSFER LOAD TO THE STRUCTURE SUPPORTING DECK. CONCRETE CAST-IN-PLACE NOTES:CONCRETE CAST-IN-PLACE NOTES: 1. ALL CONCRETE DESIGN AND CONSTRUCTION SHALL CONFORM TO THE LOCAL BUILDING CODE REQUIREMENTS AND THOSE OF THE LATEST EDITION OF THE FOLLOWING STANDARDS: ACI 318, ACI 315, ACI 301, AND ACI 305 & 306. 2. CONCRETE SLABS ON GROUND CONTAINING REINFORCEMENT SHALL PLACE ALL REINFORCING BARS AND WWF ON CHAIRS, TIED IN PLACE, AND LOCATED IN THE MIDDLE TO THE UPPER ONE-THIRD OF THE SLAB. LIFTING REINFORCING AFTER CONCRETE IS PLACED IS NOT CONSIDERED TO BE AN EFFECTIVE MEANS OF PLACEMENT AND SHALL NOT BE ALLOWED WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER. WELDED WIRE REINFORCEMENT FABRIC SHALL BE SUPPORTED WITH APPROVED MATERIALS OR SUPPORTS AT SPACING NOT TO EXCEED 3 FEET OR IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. WELDED PLAIN WIRE REINFORCEMENT FABRIC FOR CONCRETE SHALL CONFORM TO ASTM A 185. 3. ALL CONCRETE MIX DESIGNS SHALL MINIMIZE SHRINKAGE AS MUCH AS IS PRACTICAL. INCLUDING SELECTION OF AGGREGATE TYPE, SIZE, GRADATIONS W/ C RATIO AND ADD MIXTURES. 4. UNLESS THE MIX DESIGN INCLUDES THE USE OF SUPERPLASTICIZERS, CONCRETE WITH A SLUMP GREATER THAN 5” SHALL BE REFUSED. 5. ALL CONCRETE REINFORCING STEEL TO BE ASTM A615 GRADE 60. ALL WELDED WIRE FABRIC (WWF) TO BE ASTM A - 185. ALL REINFORCING SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 315 AND 315R. 6. ALL REINFORCING BARS AND WWF SHALL BE SET ON CHAIRS AND TIED IN PLACE. 7. AFTER CONCRETING HAS STARTED, IT SHALL BE CARRIED ON AS A CONTINUOUS OPERATION UNTIL PLACING OF A PANEL OR SECTION, AS DEFINED BY ITS BOUNDARIES OR PREDETERMINED JOINTS, IS COMPLETED. CONCRETE SHALL BE DEPOSITED AS NEARLY AS PRACTICABLE TO ITS FINAL POSITION TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING. 8. CONCRETING OPERATIONS SHALL BE CARRIED ON AT SUCH A RATE THAT THE CONCRETE IS AT ALL TIMES PLASTIC AND FLOWS READILY INTO SPACES BETWEEN REINFORCEMENT. 9. CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT AND EMBEDDED FIXTURES AND INTO CORNERS OF THE FORMS. THE TOP SURFACES OF VERTICALLY FORMED LIFTS SHALL BE GENERALLY LEVEL. 10. CONCRETE SHALL BE CURED ABOVE 50°F (10°C) AND IN A MOIST CONDITION FOR AT LEAST THE FIRST SEVEN DAYS AFTER PLACEMENT. DO NOT PLACE CONCRETE WHEN DURING ANY POINT IN THE DAY THE MEAN DAYLIGHT TEMPERATURE IS LESS THAN 20°F. 11. ALL FLAT WORK CONCRETE SHALL BE COVERED IMMEDIATELY FOLLOWING SAW CUTTING AND MAINTAINED CONTINUOUSLY WET FOR A MINIMUM OF 7-DAYS AFTER PLACING. CURING SHEETS ARE TO BE USED AND REMAIN IN PLACE. CURING COMPOUNDS MAY BE USED APPLIED MUST BE APPLIED PER THE MANUFACTURES RECOMMENDATIONS. SUBMIT PRODUCT DATA TO A/E FOR APPROVAL. 12. RETEMPERED CONCRETE, CONCRETE THAT HAS BEEN REMIXED AFTER INITIAL SET OR PARTIALLY HARDENED SHALL NOT BE USED IN THE STRUCTURE. 13. ALL LAPS SHALL BE “B” SPLICES UNLESS NOTED OTHERWISE ON THE DRAWINGS OR UNLESS SPECIAL CARE IS TAKEN FOR THE REINFORCING TO BE DETAILED AND PLACED TO PROVIDE STAGGERED LAPS. 14. UNLESS OTHERWISE APPROVED, ALL EXPOSED CONCRETE WALLS SHALL BE CURED WITH FORMS LEFT IN PLACE FOR SEVEN DAYS. IF FORMS CAN NOT BE LEFT IN PLACE THE CONTRACTOR SHALL SUBMIT IN WRITING TO THE ENGINEER ALL PROPOSED CURING METHODS. 15. WALL CRACKS DUE TO IMPROPER CURING METHODS, OR WEATHER PROTECTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 16. ANCHOR BOLT DIAMETER AND PLACEMENT TO BE PER THE METAL BUILDING SUPPLIER'S DRAWINGS. ANCHOR RODS SHALL BE A MINIMUM OF (4) 3/4” DIAMETER F1554, GRADE 36, WITH A 9" MINIMUM EMBEDMENT UNLESS NOTED OTHERWISE. THREADED RODS SHALL HAVE A NUT AND WASHER SECURED TO THE EMBEDDED END EITHER BY WELD OR DOUBLE NUT. 17. THREADED RODS SHALL HAVE A NUT AND WASHER SECURED TO THE EMBEDDED END EITHER BY WELD OR DOUBLE NUT. 18. GROUT USED TO PROVIDE LEVEL BEARING OF COLUMN BASE PLATES SHALL BE NON-SHRINK, NON-METALLIC GROUT WITH A COMPRESSIVE STRENGTH 500 PSI OR MORE GREATER THAN THE COMPRESSIVE STRENGTH OF THE SUPPORTING CONCRETE MEMBER. 19. EPOXY FOR EPOXY GROUTED ANCHORS SHALL BE A TWO PART 100% SOLID EPOXY SUPPLIED AND DISPENSED THOUGH A STATIC MIXING NOZZLE SUPPLIED BY THE MANUFACTURE. DRILLED HOLES MUST BE BRUSHED CLEAN AND BLOWN OUT PRIOR TO INSTALLATION OF THE ANCHORS. FOLLOW ALL SUPPLIERS INSTRUCTIONS FOR INSTALLATION. 20. UNLESS NOTED OTHERWISE ON THE DRAWINGS ALL REINFORCING SHALL BE LAPPED TO DEVELOP ITS CAPACITY AS FOLLOWS: UNCOATED STANDARD & CLASS "B" TENSION LAP LENGTHS UNCOATED STANDARD & CLASS "B" TENSION LAP LENGTHS CONCRETE COMPRESSIVE STRENGTH = 3,500 PSI CONCRETE COMPRESSIVE STRENGTH = 4,000 PSI BAR SIZE STD DEVELOPMENT LENGTH #3 BTM BARS TOP BARS CLASS "B" LAP LENGHT BTM BARS TOP BARS 15" 20" 20" 26" BAR SIZE STD DEVELOPMENT LENGTH BTM BARS TOP BARS CLASS "B" LAP LENGHT BTM BARS TOP BARS #3 14" 18" 18" 23" #4 20" 30" 30" 39" #5 25" 38" 38" 50" #6 30" 46" 46" 60" #7 35" 53" 53" 69" #8 41" 61" 61" 79" NOTES: 1. BASED ON _d VALUES FROM SECTION 25.4.2.2 IN ACI 318-14: 1.1 GRADE 60 REINFORCEMENT BARS 1.2 NORMAL WEIGHT CONCRETE (_=1.0) 1.3 NON-EPOXY COATED BARS (_=1.0) 1.4 CLEAR COVER > 1.0db; CLEAR SPACING > 2.0db; NOTIFY ENGINEER IF COVER NOT MET. 2. STANDARD LAB SPLICES ARE TO BE USED WHEN < 50% OF BARS ARE LAPPED AT THE SAME LOCATION, INCLUDING TEMPERATURE AND SHRINKAGE LAP SPLICES. 2.1 PROVIDE CLASS B LAP SPLICES UNLESS DETAILED AND APPROVED BY ENGINEER. 3. CLASS B LAP SPLICES ARE TO BE USED WHEN > 50% OF BARS ARE LAPPED AT THE SAME LOCATION, INCLUDING TEMPERATURE AND SHRINKAGE LAP SPLICES. 4. HORIZONTAL (TOP) BARS HAVE MORE THAN 12" OF FRESH CONCRETE PLACED BELOW REINFORCEMENT. SPLICE LENGTHS ARE ROUNDED UP TO THE NEAREST INCH. 19" 25" 25" 33" 24" 31" 31" 40" 28" 37" 37" 48" 33" 43" 43" 56" 38" 49" 49" 64" #4 #5 #6 #7 #8 21. SLAB ON GRADE SHALL HAVE A CLASS "A" TOLERANCE. 22. A 10-MIL. (MIN.) POLYETHYLENE VAPOR BARRIER WITH JOINTS LAPPED NOT LESS THAN 6” SHALL BE PLACED BETWEEN THE BASE COURSE OR SUBGRADE AND THE CONCRETE FLOOR. 23. CALCIUM CHLORIDE AND OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED. 24. PLACING OF CONCRETE SHALL BE DONE IN CONFORMANCE WITH ACI-306 FOR COLD WEATHER AND ACI-305 FOR HOT WEATHER. 25. EXPOSED FOUNDATION WALLS SHALL HAVE VERTICAL CONTROL JOINTS SPACED NOT MORE THAN 25'- 0” ON CENTER. EACH JOINT SHALL BE 3/ 4” WIDE BY 1/ 4 WALL DEPTH DEEP AND V-CHAMFERED ON BOTH SIDES. HORIZONTAL WALL REINFORCING SHALL BE DISCONTINUOUS AT THE CONTROL JOINT LOCATION WITH GREASED SMOOTH DOWEL BARS AT 16” ON CENTER THRU THE JOINT. THE LOCATION OF WALL CONTROL JOINTS SHALL BE MID BAY BETWEEN COLUMNS. 26. EXPOSED FOUNDATION WALLS SHALL HAVE EXPANSION JOINTS LOCATED AT EVERY FOURTH CONTROL/CONTRACTION JOINT. SEE CONCRETE DETAILS FOR SPECIFIC CONSTRUCTION REQUIREMENTS. 27. FLOOR SLAB CONTROL JOINTS SHALL FOLLOW THE INTENT SHOWN ON THE PLAN BUT SHALL NOT EXCEED AN ASPECT RATIO OF 1.5 TO 1.0. ALL REENTRANT CORNERS SHALL HAVE CONTROL JOINTS EXTENDING OUT FROM THE INSIDE CORNER. DEAD-END “T” CONTROL JOINTS INTO CONTINUOUS JOINTS SHALL BE AVOIDED. 28. WALL EXPANSION JOINTS ARE REQUIRED WHERE INDICATED ON THE DRAWINGS BUT NOT TO EXCEED 125 FEET. 29. NO TACK WELDING WILL BE PERMITTED ON ASTM A615 GRADE 40 OR 60 STEEL. 30. CONTROL JOINTS SHALL BE CUT IN SLAB-ON-GRADE CONSTRUCTION WITHIN 24 HOURS OF INITIAL POUR. 31. CONSTRUCTION JOINTS SHALL BE LOCATED AT CONTROL JOINTS OR CONTRACTION JOINTS. 32. ALL SLAB-ON-GRADE SHALL UTILIZE 1.5 INCH TOP AGGREGATE IN AN EVENLY DISTRIBUTED AGGREGATE GRADATION. 33. PIPE SLEEVES OVER 1 1/2" IN DIAMETER WHICH PASS THROUGH CONCRETE WALLS OR SLABS SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE. ALL OTHER SLEEVES SHALL BE 18 GAUGE SHEET METAL. SLEEVES SHALL BE ON SIZE LARGER THAN OUTSIDE DIAMETER OF THE PIPE PASSING THROUGH THE SLEEVE. VERIFY SIZE AND NUMBER WITH MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTOR. 34. ALUMINUM CONDUIT SHALL NOT BE EMBEDDED IN CONCRETE. CONCRETE REINFORCEMENT NOTES:CONCRETE REINFORCEMENT NOTES: 1. REINFORCING SHALL BE DETAILED IN ACCORDANCE WITH ACI 315 MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (MOST CURRENTLY ADOPTED EDITION). 2. PROVIDE MINIMUM COVER PER ACI 318, 7.7.1 ALSO SEE MILD STEEL PROTECTION NOTES . 3. WIRE SPACERS, CHAIRS, TIES, ETC. FOR SUPPORT OF STEEL REINFORCING SHALL BE PROVIDED BY THE CONCRETE CONTRACTOR TO ENSURE REINFORCING IS PLACED AND MAINTAINED IN THE PROPER POSITION DURING CONCRETE PLACEMENT. 4. ALL HOOKS IN STEEL REINFORCING SHALL BE ACI STANDARD HOOKS. 5. TERMINATE NON-CONTINUOUS STEEL REINFORCING WITH AN ACI STANDARD HOOK IF REQUIRED EMBEDMENT SHOWN ON DRAWINGS CANNOT BE OBTAINED. 6. ALL LAPS SHALL BE CLASS "B" PER ACI 318 ON THE DESIGN DRAWINGS, OR UNLESS THE DETAILER TAKES SPECIAL CARE TO PROVIDE STAGGERED LAPS. USE TO BAR LENGTHS FOR ALL HORIZONTAL WALL BARS AND FOR TOP BARS IN SLABS AND BEAMS OVER 12" DEEP. 7. STEEL REINFORCING SPLICES OF ADJACENT BARS SHALL BE STAGGERED SUCH THAT SPLICES ARE 4 FEET APART, MINIMUM. 8. CORNER BARS WITH CLASS "B" LAP PER ACI318 SHALL BE PROVIDED AT ALL WALL CORNERS AND AND INTERSECTIONS. 9. PROVIDE STEEL REINFORCING AROUND OPENINGS IN CONCRETE WALLS AND SLABS. 10. PROVIDE STEEL REINFORCING AT FOOTING STEPS. 11. WELDED WIRE REINFORCING SHALL BE IN FLAT SHEETS ONLY AND SHALL BE LAPPED AND/OR ANCHORED TO DEVELOP Fy PER ACI 315. 12. WELDING OF STEEL REINFORCEMENT IS NOT PERMITTED, UNLESS APPROVED BY ENGINEER. 2"+ 6" MIN. MILD REINFORCING STEEL PROTECTION NOTES:MILD REINFORCING STEEL PROTECTION NOTES: THE FOLLOWING MINIMUM DIMENSIONS SHALL BE PROVIDED AS A CLEAR COVER FOR REINFORCING BARS IN STRUCTURAL MEMBERS: CONCRETE CAST AGAINST EARTH AND PERMANENTLY EXPOSED TO EARTH: FOOTINGS 3" CONCRETE PERMANENTLY EXPOSED TO EARTH OR WEATHER: WALLS, COLUMNS, PIERS: UP THROUGH #5 BARS 1-1/2" #6 THROUGH #18 BARS 2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER: WALLS: UP THROUGH #11 BARS 3/4" #14 AND #18 BARS 1-1/2" COLUMNS / PIERS: SIDES 1-1/2" FROST WALL SCHEDULEFROST WALL SCHEDULE MARK MARK DIMENSIONSDIMENSIONS WIDTH WIDTHLENGTH LENGTHDEPTH DEPTH REINFORCEMENTREINFORCEMENT TOP OF TOP OF ELEV ELEV REMARKS REMARKS PIER 1 FOOTING SCHEDULEFOOTING SCHEDULE MARK MARK DIMENSIONSDIMENSIONS WIDTH WIDTHLENGTH LENGTHDEPTH DEPTH REINFORCEMENTREINFORCEMENT (W)- SPAN WIDTH (L)- SPAN LENGTH TOP OF TOP OF ELEV ELEV REMARKS REMARKS F1 F2 18" 24" 4'-0" (10) #6 VERTICAL BARS W/ #3 TIES @ 12" O.C. TOP 4 TIES @ 3" O.C. 100'-0" 1'-0" 1'-0" #5 BARS @ 12" O.C. , E.W. 96'-0" 96'-0"#5 BARS @ 12" O.C. , E.W. 6'-0" 6'-0" 4'-0" 4'-0" NOTE: NOTE: PRIOR TO CONSTRUCTION CONTRACTOR TO VERIFY PIER SIZES WITH METAL BUILDING MFG'S BASE PLATE AND ANCHOR BOLT LAYOUTS PIER 2 18" 17 1/2" 4'-0" (8) #6 VERTICAL BARS W/ #3 TIES @ 12" O.C. TOP 4 TIES @ 3" O.C. 100'-0" F3 7'-0" 5'-0" 1'-0" 96'-0" PIER 3 19" 22" 4'-0" (12) #6 VERTICAL BARS W/ #3 TIES @ 12" O.C. TOP 4 TIES @ 3" O.C. 100'-0" PIER 4 19" 22" 4'-0" (12) #6 VERTICAL BARS W/ #3 TIES @ 12" O.C. TOP 4 TIES @ 3" O.C. 100'-0" PIER 5 19" 14" 4'-0" (8) #6 VERTICAL BARS W/ #3 TIES @ 12" O.C. TOP 4 TIES @ 3" O.C. 100'-0" STRIP 16" 1'-4" CONT. 1'-0" (2) #5 BARS, CONT. 96'-0" #5 BARS @ 12" O.C. , E.W. PLOT SCALE : PROJECT NO: SHEET # SHEET # FILE NAME : PLOT DATE : PLOT BY : BID DOCUMENTS SHEET NAME:SHEET NAME:PROJECT: PROJECT: 7563 Driftless Rdg Wy Verona, WI 53593 608-620-3036 (Office) ◦ svet@roussevengineering.com ROUSSEV ROUSSEV ENGINEERINGENGINEERING SOLUTIONS, LLCSOLUTIONS, LLC ADDRESS: ADDRESS: 3802 KIPP ST, MADISON, WI 53718 As indicated E:\Projects\2025\0924-25 UPI\REVIT\UPI-2025.rvt S001 S001 0924-25 11/11/25 SSR STRUCTURAL NOTES2025 BUILDING ADDITION UPI MANUFACTURING S87W35670 GODFREY LN EAGLE, WI 53119 REVISIONS NO. DATE 6" CONCRETE SLAB W.W.F 6x6-8X8 (W2.1XW2.1) 6 MIL VAPOR BARRIER, & 8" COMPACTED GRANULAR FILL TIE BACK: 4" BELOW FINISH GRADE 18" X 12" THICKEN SLAB W/ (5) #7 BARS W/ MECH. SPLICES #5 X 10' LONG HAIRPINS, TYP. DD CC BB AA 1 2 3 4 4 5 6' - 0" 6' - 0" H1 H1 H1 30' - 0"30' - 0"30' - 0" 90' - 0" 12' - 0" 30' - 0" 30' - 0" 28' - 0" 100' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 5' - 0" 7' - 0" 30' - 0" 30' - 0" 30' - 0" 90' - 0" #5 X 10' LONG HAIRPINS, TYP. PIER 2 PIER 2PIER 2 TOF: 96' - 0"TOF: 96' - 0" FTG 3 FTG 3 TOF: 96' - 0"TOF: 96' - 0" FTG 3 FTG 3 TOF: 96' - 0"TOF: 96' - 0" FTG 3 FTG 3 PIER 3 PIER 5 PIER 5 PIER 4 PIER 1 PIER 1 PIER 1 PIER 5 PIER 5 1' - 2" TOF: 96' - 0"TOF: 96' - 0" FTG 1 FTG 1 TOF: 96' - 0"TOF: 96' - 0" FTG 1 FTG 1 TOF: 96' - 0"TOF: 96' - 0" FTG 1 FTG 1 A1 8" 1' - 4" PIER 3 1' - 4" PIER 4 TOF: 96' - 0"TOF: 96' - 0" FTG 2 FTG 2 TOF: 96' - 0"TOF: 96' - 0" FTG 2 FTG 2 TOF: 96' - 0"TOF: 96' - 0" FTG 2 FTG 2 TOF: 96' - 0"TOF: 96' - 0" FTG 2 FTG 2 TOF: 96' - 0"TOF: 96' - 0" FTG 2 FTG 2 TOF: 96' - 0"TOF: 96' - 0" FTG 2 FTG 2 TOF: 96' - 0"TOF: 96' - 0" FTG 2 FTG 2 TOF: 96' - 0"TOF: 96' - 0" FTG 2 FTG 2 2 2 S111 S111 ______________________ 1 1 S111 S111 ______________________ 3 3 S111 S111 ______________________ 4 4 S111 S111 ______________________ 8" DROP WALL 5 5 S111 S111 ______________________ (1) SHEET 4'X8'X2" RIGID INSULATION BELOW SLAB AT SERVICE DOOR, TYP. (1) SHEET 4'X8'X2" RIGID INSULATION BELOW SLAB AT SERVICE DOOR, TYP. 3 3 A-610 A-610 Sim Sim ______________________ 8" DROP WALL 3' - 4" 2' - 7 1/2" 12' - 0" 4' - 1 1/4" 1 1.5 CONTINUE WELDED WIRE REINFORCING THROUGH THICKENED SLABS IF APPLICABLE NOTE: 1. (4) # 6 TIE RODS WITH MECHANICAL (TENSION) SPLICES MECH. SPLICE TO DEVELOP 125% OF BAR TENSION. USE D250SCA Bar Lock® Coupler BY DAYTON SUPERIOR OR EQUAL 2. 17" X 12" THICKEN SLAB AT MAIN FRAME GRID LINES 1' - 6" 6"6" 3" LONG. GRADE BEAMS B/W STEEL FRAMES 4" 4" 4" SEE PLAN T6" NOTES: NOTES: 1. SAW CUT JOINTS WITH EARLY ENTRY SAW AS SOON AS THE SLAB CAN SUPPORT THE WEIGHT OF THE SAW CUTTING EQUIPMENT AND CUTTING DOES NOT DAMAGE THE SLAB. 2. INSTALL JOINTS INDICATED ON PLANS UNO. SUBMIT PROPOSED ALTERNATE LOCATIONS OR ADDITIONAL JOINTS NOT SHOWN TO THE DOR FOR APPROVAL. PROPOSED ALTERNATE LOCATIONS MAY BE REJECTED. MAX JOINT SPACING MUST BE BETWEEN (24 TO 36) x SLAB THICKNESS. MAX POUR LENGTH MUST BE 100'-0" BETWEEN CONSTRUCTION JOINTS. RATIO OF LENGTH TO WIDTH MUST NOT EXCEED 1.5. TOTAL AREA OF POUR MUST NOT EXCEED 10,000 SF BETWEEN CONSTRUCTION JOINTS. 3. DISCONTINUE REINFORCEMENT AT CONSTRUCTION JOINTS. 3/4"øx10" SMOOTH DOWEL @ 12" OC LUBRICATE ONE END OR SET FIRST PLACEMENT END IN APPROVED PLASTIC INSERT 2nd pour 1st pour 2" 1/8"xT/4" CONTINUOUS SAW CUT (1" MIN) OR STRIP INSERT W/ JT. FILLER & ELASTOMERIC SEALANT.APPLY CURING COMPOUND TO SLAB EDGE IMMEDIATELY AFTER FORM IS REMOVED CONSTRUCTION JOINTCONSTRUCTION JOINT 1/8"xT/4" CONTINUOUS SAW CUT (1" MIN) OR STRIP INSERT W/ JT. FILLER & ELASTOMERIC SEALANT. SLAB ON GRADESLAB ON GRADE 3/16" MAX 1/8" MIN 1" MIN T/4 INDUCED CRACK SAWN CONTROL JOINTSAWN CONTROL JOINT SEE PLAN T 6" WWR OR REINF BAR PER PLAN TYP SLAB ON GRADE SEE PLAN FOR THICKNESS AND REINFORCING 1/2 x T MAX 1/3 x T MIN BOT/REINF SCALE: 1/16" = 1'-0" on 11" x 17" 1/8" = 1'-0" on 22" x 34" FOUNDATION PLANFOUNDATION PLAN 1 1 PLOT SCALE : PROJECT NO: SHEET # SHEET # FILE NAME : PLOT DATE : PLOT BY : BID DOCUMENTS SHEET NAME:SHEET NAME:PROJECT: PROJECT: 7563 Driftless Rdg Wy Verona, WI 53593 608-620-3036 (Office) ◦ svet@roussevengineering.com ROUSSEV ROUSSEV ENGINEERINGENGINEERING SOLUTIONS, LLCSOLUTIONS, LLC ADDRESS: ADDRESS: 3802 KIPP ST, MADISON, WI 53718 As indicated E:\Projects\2025\0924-25 UPI\REVIT\UPI-2025.rvt S100 S100 0924-25 11/11/25 SSR FOUNDATION PLAN2025 BUILDING ADDITION UPI MANUFACTURING S87W35670 GODFREY LN EAGLE, WI 53119 NOT TO SCALE FRAME TIE BACKFRAME TIE BACK3 3 REVISIONS NO. DATE BASE PLATE THICKNESS PER MFG. BP: A1& D1 (4)~3/4" DIA. J-BOLTS GR36 & W/ MIN. 12" EMBEDMENT ELEV.=100'-0"ELEV.=100'-0" PIER 4 SOUTH WALL CORNERSPIER 4 SOUTH WALL CORNERS PIER DETAILSPIER DETAILS BL BL BL BL FND PIER W/ (12) #6 VERT. BARS & #3 TIES @ 12" O.C. & TOP 4 TIES @ 3" O.C. BASE PLATE THICKNESS PER MFG. BP: G1: (4)~1" DIA. Ø THREADED ROD F1554 GR36 W/ DOUBLE NUT ON END & W/ MIN. 12" EMBEDMENT. ELEV.=100'-0"ELEV.=100'-0" PIER 2: G1 BASE PLATEPIER 2: G1 BASE PLATE 11" BASE PLATE THICKNESS PER MFG. BP: C1, F1 (4)~3/4" DIA. J-BOLTS GR36 & W/ MIN. 12" EMBEDMENT ELEV.=100'-0"ELEV.=100'-0" PIER 3 NORTH WALL CORNERSPIER 3 NORTH WALL CORNERS BL BL BL BL FND PIER W/ (12) #6 VERT. BARS & #3 TIES @ 12" O.C. & TOP 4 TIES @ 3" O.C. 8" 8" 11" 8" 19" BL BL BL BL 18" FND PIER W/ (10) #6 VERT. BARS & #3 TIES @ 12" O.C. & TOP 4 TIES @ 3" O.C. 2' - 0" 9" 9" 1' - 0" 1' - 0" BASE PLATE THICKNESS PER MFG. BP: H1: (4)~1" DIA. Ø THREADED ROD F1554 GR36 W/ DOUBLE NUT ON END & W/ MIN. 12" EMBEDMENT. ELEV.=100'-0"ELEV.=100'-0" PIER 1: BASE PLATE H1 PIER 1: BASE PLATE H1 H1 1'-6" X 1'-0" GRADE BEAM W/ (4) # 6 TIE RODS WITH MECHANICAL SPLICES 8" 1' - 4" 7" BL BL BL BL 18" FND PIER W/ (8) #6 VERT. BARS & #3 TIES @ 12" O.C. & TOP 4 TIES @ 3" O.C. 1'-8" X 1'-0" GRADE BEAM W/ (4) # 6 TIE RODS WITH MECHANICAL SPLICES 8" 1' - 5 1/2" 22" 8" 8" BL BL BL BL 14" FND PIER W/ (8) #6 VERT. BARS & #3 TIES @ 12" O.C. & TOP 4 TIES @ 3" O.C. 19" BASE PLATE THICKNESS PER MFG. BP: B1 $ E1 (4)~3/4" DIA. J-BOLTS GR36 & W/ MIN. 12" EMBEDMENT ELEV.=100'-0"ELEV.=100'-0" PIER 5 PIER 5 8" #5 X 10' LONG HAIRPINS, TYP. 4" 9" 9" G1 EXISTING WALL 2" 2" 2" #4 DOWELS @ 12" O.C. 4" EPOXY TO EX. CONCRETE WALL SIMPSON SET-3G 4" C1 1' - 4" 1' - 4" EXISTING WALL 1' - 0"4" 1' - 10" 19" B1 8" B1 8 1/8" 8" 2" #4 DOWELS @ 12" O.C. 4" EPOXY TO EX. CONCRETE WALL SIMPSON SET-3G BASE PLATE THICKNESS PER MFG. BP: H1 (4)~1" DIA. Ø THREADED ROD F1554 GR36 W/ DOUBLE NUT ON END & W/ MIN. 12" EMBEDMENT. ELEV.=100'-0"ELEV.=100'-0" H1 (MAIN FRAME)H1 (MAIN FRAME) BASE PLATESBASE PLATES 1' - 0" 8"1' - 1 1/8" GRID LINE A, B, C, D BASE PLATE THICKNESS PER MFG. (4)~3/4" DIA. J-BOLTS GR36 & W/ MIN. 12" EMBEDMENT ELEV.=100'-0"ELEV.=100'-0" A1, B1, C1, D1, E1, F1A1, B1, C1, D1, E1, F1 BASE PLATE THICKNESS PER MFG. G1 (4)~1" DIA. Ø THREADED ROD F1554 GR36 W/ DOUBLE NUT ON END & W/ MIN. 12" EMBEDMENT. ELEV.=100'-0"ELEV.=100'-0" G1 (MAIN FRAME)G1 (MAIN FRAME) BL BL BL BL BL BL 8" 8 1/8" 8" G1 A1 H1 1' - 0" 1' - 1 1/8" 1" 2" TYPICAL (3) #4 VERTICALS 3'-0"x3'-0" CORNER BARS SAME SIZE AND SPACING AS HORIZONTAL BARS ONE LAYER OF REINFORCEMENT 2" TYPICAL 3'-0"x3'-0" CORNER BARS SAME SIZE AND SPACING AS HORIZONTAL BARS TWO LAYERS OF REINFORCEMENT (3) #4 VERTICALS REF. PLAN WALL THICKNESS 't' t/12 1/4 t/12 TYPICAL HORIZONTAL AND VERTICAL WALL REINFORCING REF. PLAN NOTE: PROVIDE FND WALL CONTOL JOINTS @ 30' SPACING. PLOT SCALE : PROJECT NO: SHEET # SHEET # FILE NAME : PLOT DATE : PLOT BY : BID DOCUMENTS SHEET NAME:SHEET NAME:PROJECT: PROJECT: 7563 Driftless Rdg Wy Verona, WI 53593 608-620-3036 (Office) ◦ svet@roussevengineering.com ROUSSEV ROUSSEV ENGINEERINGENGINEERING SOLUTIONS, LLCSOLUTIONS, LLC ADDRESS: ADDRESS: 3802 KIPP ST, MADISON, WI 53718 As indicated E:\Projects\2025\0924-25 UPI\REVIT\UPI-2025.rvt S110 S110 0924-25 11/11/25 SSR BASE PLATE DETAILS2025 BUILDING ADDITION UPI MANUFACTURING S87W35670 GODFREY LN EAGLE, WI 53119 NOT TO SCALE FND WALL CORNERSFND WALL CORNERS4 4NOT TO SCALE FND WALL CJFND WALL CJ6 6 REVISIONS NO. DATE FIRST FLR. FIRST FLR. 100' - 0" 100' - 0" T.O. FTG. T.O. FTG. 96' - 0" 96' - 0" B.O. FTG B.O. FTG 95' - 0" 95' - 0" 5 8" AGGREGATE BASE 1-1/2" RIGID INSULATION 6" CONCRETE SLAB W.W.F 6x6-W2.1XW2.1 6 MIL VAPOR BARRIER, & 8" COMPACTED GRANULAR FILL EXTERIOR 1/2" TITEN ANCHOR BOLT @ 48" O.C. (4)~3/4" DIA. J-BOLTS GR36 & W/ MIN. 12" EMBEDMENT BASE PLATE THICKNESS PER MFG. (2) #5 BARS CONT, T&B TOF: 96' - 0"TOF: 96' - 0" FTG 2 FTG 2 4' - 0" 3" 1' - 7" #5 BARS @ 12" O.C. , E.W. FIRST FLR. FIRST FLR. 100' - 0" 100' - 0" T.O. FTG. T.O. FTG. 96' - 0" 96' - 0" B.O. FTG B.O. FTG 95' - 0" 95' - 0" D 1' - 4" 5' - 0" BASE PLATE THICKNESS PER MFG. G1 (4)~1" DIA. Ø THREADED ROD F1554 GR36 W/ DOUBLE NUT ON END & W/ MIN. 12" EMBEDMENT. BASE PLATE THICKNESS PER MFG. 8" AGGREGATE BASE 6" CONCRETE SLAB W.W.F 6x6-W2.1XW2.1 6 MIL VAPOR BARRIER, & 8" COMPACTED GRANULAR FILL 1'-6" X 1'-0" GRADE BEAM W/ (4) # 6 TIE RODS WITH MECHANICAL SPLICES EXTERIOR 1/2" TITEN ANCHOR BOLT @ 48" O.C. TOF: 96' - 0"TOF: 96' - 0" FTG 3 FTG 3 EX. WALL #4 DOWELS @ 12" O.C. EX. FTG 1' - 5 1/2" #5 BARS @ 12" O.C. , E.W. FIRST FLR. FIRST FLR. 100' - 0" 100' - 0" T.O. FTG. T.O. FTG. 96' - 0" 96' - 0" B.O. FTG B.O. FTG 95' - 0" 95' - 0" A BASE PLATE THICKNESS PER MFG. G1 (4)~1" DIA. Ø THREADED ROD F1554 GR36 W/ DOUBLE NUT ON END & W/ MIN. 12" EMBEDMENT. BASE PLATE THICKNESS PER MFG. 8" AGGREGATE BASE1-1/2" RIGID INSULATION 6" CONCRETE SLAB W.W.F 6x6-W2.1XW2.1 6 MIL VAPOR BARRIER, & 8" COMPACTED GRANULAR FILL 3" 1'-6" X 1'-0" GRADE BEAM W/ (4) # 6 TIE RODS WITH MECHANICAL SPLICES 6' - 0" EXTERIOR 1/2" TITEN ANCHOR BOLT @ 48" O.C. 6" 1' - 0" TOF: 96' - 0"TOF: 96' - 0" FTG 1 FTG 1 FIRST FLR. FIRST FLR. 100' - 0" 100' - 0" T.O. FTG. T.O. FTG. 96' - 0" 96' - 0" B.O. FTG B.O. FTG 95' - 0" 95' - 0" 5 1-1/2" RIGID INSULATION BOARD EXTEND TO FOOTING AS INDICATED ON SECTIONS TRACK 1' - 4" 8" (2) #5 BARS, CONT. 8" FND WALL W/ (2) #5 BARS, CONT. T&B REINFORCED CONCRETE FOUNDATION WALL 8" FND WALL W/ (2) #5 BARS, CONT. T&B #4 X 30" DOWELS @ 48" O.C. 6" CONCRETE SLAB W.W.F 6x6-W2.1XW2.1 6 MIL VAPOR BARRIER, & 8" COMPACTED GRANULAR FILL FIRST FLR. FIRST FLR. 100' - 0" 100' - 0" T.O. FTG. T.O. FTG. 96' - 0" 96' - 0" B.O. FTG B.O. FTG 95' - 0" 95' - 0" 5 REINFORCED CONCRETE FOUNDATION WALL 6" CONCRETE SLAB W.W.F 6x6-W2.1XW2.1 6 MIL VAPOR BARRIER, & 8" COMPACTED GRANULAR FILL 2 RIGID INSUL. 8" FND WALL W/ (2) #5 BARS, CONT. T&B 1/2" EXP JT W/ SEALANT 3/4"øx10" SMOOTH DOWEL @ 12" OC LUBRICATE ONE END OR SET FIRST PLACEMENT END IN APPROVED PLASTIC INSERT 6" EXTERIOR CONCRETE APRON 6" 8" 1' - 4" 8" OHD PLOT SCALE : PROJECT NO: SHEET # SHEET # FILE NAME : PLOT DATE : PLOT BY : BID DOCUMENTS SHEET NAME:SHEET NAME:PROJECT: PROJECT: 7563 Driftless Rdg Wy Verona, WI 53593 608-620-3036 (Office) ◦ svet@roussevengineering.com ROUSSEV ROUSSEV ENGINEERINGENGINEERING SOLUTIONS, LLCSOLUTIONS, LLC ADDRESS: ADDRESS: 3802 KIPP ST, MADISON, WI 53718 1" = 1'-0" E:\Projects\2025\0924-25 UPI\REVIT\UPI-2025.rvt S111 S111 0924-25 11/11/25 SSR FOUNDATION DETAILS2025 BUILDING ADDITION UPI MANUFACTURING S87W35670 GODFREY LN EAGLE, WI 53119 SCALE: 1/2" = 1'-0" on 11" x 17" 1" = 1'-0" on 22" x 34" PIER 5 & FTG 2PIER 5 & FTG 2 3 3 SCALE: 1/2" = 1'-0" on 11" x 17" 1" = 1'-0" on 22" x 34" PIER 2 & FTG 1PIER 2 & FTG 1 2 2 SCALE: 1/2" = 1'-0" on 11" x 17" 1" = 1'-0" on 22" x 34" PIER 1 & FTG 1PIER 1 & FTG 1 1 1 #5 BARS @ 12" O.C. , E.W. SCALE: 1/2" = 1'-0" on 11" x 17" 1" = 1'-0" on 22" x 34" TYP. FND WALLTYP. FND WALL 4 4 SCALE: 1/2" = 1'-0" on 11" x 17" 1" = 1'-0" on 22" x 34" FND WALL @ OHDFND WALL @ OHD 5 5 REVISIONS NO. DATE DD CC BB AA 1 1 2 2 3 3 4 4 5 5 PURLINS BY PEMB 5' - 0" BY PEMB 5' - 0" 12' - 0" 30' - 0" 30' - 0" 28' - 0" 100' - 0" 30' - 0" 30' - 0" 30' - 0" ROOF BRACING PER PEMB THERMAL SPACER BLOCK PANEL CLIP STANDING SEAM ROOF PANEL UNFACED FG INSULATION 2ND LAYER (R11) UNFACED FG INSULATION 1ST LAYER (R25) MTL JOIST OR PURLINS STEEL BANDING LONGITUDINAL AND TRANSVERSE MEMBRANE & VAPOR RETARDER (CONCEALS PURLIN) R25+R11 LINER SYSTEM ON METAL ROOF U=0.031 PER ASHRAE 90.1, TABLE A2.3.3 SCALE: 1/16" = 1'-0" on 11" x 17" 1/8" = 1'-0" on 22" x 34" ROOF FRAMING PLANROOF FRAMING PLAN 1 1 PLOT SCALE : PROJECT NO: SHEET # SHEET # FILE NAME : PLOT DATE : PLOT BY : BID DOCUMENTS SHEET NAME:SHEET NAME:PROJECT: PROJECT: 7563 Driftless Rdg Wy Verona, WI 53593 608-620-3036 (Office) ◦ svet@roussevengineering.com ROUSSEV ROUSSEV ENGINEERINGENGINEERING SOLUTIONS, LLCSOLUTIONS, LLC ADDRESS: ADDRESS: 3802 KIPP ST, MADISON, WI 53718 As indicated E:\Projects\2025\0924-25 UPI\REVIT\UPI-2025.rvt S200 S200 0924-25 11/11/25 SSR ROOF FRAMING PLAN2025 BUILDING ADDITION UPI MANUFACTURING S87W35670 GODFREY LN EAGLE, WI 53119 NOT TO SCALE ROOF_SECTIONROOF_SECTION2 2 REVISIONS NO. DATE STAFF REPORT AND RECOMMENDATION SITE PLAN/PLAN OF OPERATION Date: January 7, 2026 To: Planning and Zoning Commission and Town Board Owner: Chapman Oil Inc, Robert Chapman (applicant) Location: S90W35680 CTH NN, Tax Key No. EGLT 1818.999.003 Jurisdiction: This property is located entirely within the Town’s zoning jurisdiction. Zoning Classification: B-4 Mixed Business. Existing Use: Multi-tenant building (Citizen’s Bank, Country Kids) and parking lot. Proposed Use: Site Plan, Plan of Operation review to construct a 3,200 SF building which will house a taxidermy business (Northwoods Taxidermy) Application(s): 2025-24 Site Plan/Plan of Operation - https://s.zoninghub.com/EF2T3PYVRM Staff Analysis The subject property is 2.7 acres in size, excluding the right-of-way of Godfrey Ln and is located on the northeast corner of Godfrey Ln and CTH NN within the Town Business Park. The property was created via a Certified Survey Map (CSM) in 1993. The property contains a 10,000 sf multi-tenant building which houses Citizen’s bank on the west side of the building and Country Kids on the east side of the building. There is existing parking on both the north and south sides of the building. The grassy area to the north of the building, adjacent to Godfrey Ln contains an existing stormwater detention basin to handle the site stormwater. The petitioners are proposing to construct a 3,200 sq. ft metal Cleary building which will house a taxidermy business (Northwoods Taxidermy). The building will be located north of the existing multi-tenant building. The building will be constructed of prefinished metal panels and will have decorative wainscotting on the south and west face of the building, There is one (1) overhead door that will face Godfrey Ln. Hours of operation are typically 6 a.m. to 4 p.m. Monday through Friday with 4-5 employees working in the building at any given time. The stormwater for the site is directed to the on-site stormwater facility along Godfrey Ln. The building and the proposed use meets the requirements of the B-4 District, however, the Town Board will need to approve the overhead door that faces a public street. Staff Recommendation: Staff recommends conditional approval of the Site Plan/Plan of Operation to construct the proposed addition on the north side of the existing building subject to the following conditions: 1. The operator of the taxidermy business shall at all times maintain a n up-to-date taxidermy license with the state Department of Natural Resources and U.S. Fish and Wildlife Service, as applicable. 2. The overhead door facing Godfrey Ln shall be removed or relocated, unless otherwise approved by the Town Board. Page 2 3. No taxidermy waste shall be buried on the subject property and no taxidermy waste shall be burned on the subject property. 4. The Applicant shall apply to the Waukesha County Environmental Health Division (EHD) for approval of the existing septic system, or obtain a Sanitary Permit for a new system, as applicable. Documentation shall be provided that adequate septic facilities are provided for the proposed use, prior to issuance of the Zoning Permit. 5. No changes to the site landscaping are proposed. A landscape plan shall be provided to ensure that the building complies with Article 9 – Landscaping. All existing landscaping shall be maintained in perpetuity. 6. All construction shall comply with the building plans/site plan approved by the town. 7. Prior to any construction taking place, a Zoning Permit and Building Permit must be issued by the Town Planner and Town Building Inspector. 8. Any outdoor storage shall be screened from the road and shall not create a nuisance for nearby property owners or businesses. Outdoor storage shall be limited to one (1) pick-up truck and one (1) box trailer. 9. Any outdoor lighting shall be shielded so that light rays do not adversely affect adjacent uses . 10. All proposed signage, as applicable, shall be approved by the Building Inspector. 11. Prior to the issuance of the Zoning Permit, the Town Planner must be notified by the Town Engineer that the development meets all provisions of the Storm Water Management Ordinance for the Town of Eagle. 12. Documentation shall be submitted to the Town Planner that the local Fire Inspector has inspected the building for compliance with all local fire codes, prior to the issuance of an occupancy permit. 13. Documentation shall be submitted to the Town Planner that the Town Building Inspector has completed a thorough inspection of the building for compliance with all building codes, prior to the issuance of an occupancy permit. If state approved plans are required, a copy of said plans shall be submitted to the Town Planner and Building Inspector for review and approval prior to the issuance of a Building Permit. 14. All activities on the subject property herein may not in any way become a nuisance by reason of appearance, noise, dust, smoke, illumination, odor or any other similar factor. 15. An up-to-date Site Plan/Plan of Operation must be on file, at all times, with the Town of Eagle. 16. The Town reserve the right to review any condition imposed as part of the Conditional Use and/or Site Plan/Plan of Operation if said use becomes a problem in the area. The Town Plan Commission may modify, change, delete, add, etc. any conditions which they feel may be reasonable to allow this use and ensure it does not become detrimental to the surrounding area. 17. Professional Fees. The petitioner shall, on demand, reimburse the Town of Eagle for all costs and expenses of any type that the Town incurs in connection with this conditional use, including the cost of professional services incurred by the Town (including engineering, legal, planning and other consulting fees) for the review and preparation of required documents or attendance at meetings or other related professional services for this application, as well as to enforce the conditions in this conditional ap proval due to a violation of these conditions. Page 3 18. Payment of Charges. Any unpaid bills owed to the Town of Eagle by the subject property owner or his or her tenants, operators or occupants, or agents, for reimbursement of professional fees (as described above); or for personal property taxes; or for real property taxes; or for licenses, permit fees or any other fees owed to the Town; shall be placed upon the tax roll for the Subject Property if not paid within 30 days of the billing by the Town, pursuant to Section 66.0627, Wisconsin Statutes. Such unpaid bills also constitute a breach of the requirements of this conditional approval that is subject to all remedies available to the Town, including possible cause for termination of the conditional approval. Jacob Heermans Town Planner Attachments Exhibit A – Site Plan Exhibit B – Building Plans N:\PRKANDLU\Planning and Zoning\Community Assistance\T EAGLE\STAFF REPORTS AND PROJECTS\2025\2025-24 Chapman SPPO\Staff Report Chapman.docx Client Information CHAPMAN, ROBERT Email: Chapmansbpeaglr@gmail.com Cell Phone: (262) 844-0185 UNKNOWN EAGLE, WISCONSIN 53119 Location: N/A S90W35680 COUNTY ROAD NN EAGLE, WISCONSIN 53119 County: WAUKESHA Tenant: N/A Building Site Location: Building Specification For: Note: These colors are as close to the actual colors as permitted by printing. Actual metal samples must be reviewed with your Sales Specialist. Colors vary depending upon position and angles. South End Wall 1 on Building 1 Elevations for Building 1 P.O Box 930220 Phone: (608) 845-9700 Verona, WI 53593-0220 Fax: (608) 845-7070 CHAPMAN, ROBERT 12/22/2025 Doc ID: 9910120251222150927 Elevations & Floor Plan v1.0 1 of 5 Note: These colors are as close to the actual colors as permitted by printing. Actual metal samples must be reviewed with your Sales Specialist. Colors vary depending upon position and angles. North End Wall 2 on Building 1 P.O Box 930220 Phone: (608) 845-9700 Verona, WI 53593-0220 Fax: (608) 845-7070 CHAPMAN, ROBERT 12/22/2025 Doc ID: 9910120251222150927 Elevations & Floor Plan v1.0 2 of 5 Note: These colors are as close to the actual colors as permitted by printing. Actual metal samples must be reviewed with your Sales Specialist. Colors vary depending upon position and angles. West Side Wall 1 on Building 1 Note: These colors are as close to the actual colors as permitted by printing. Actual metal samples must be reviewed with your Sales Specialist. Colors vary depending upon position and angles. East Side Wall 2 on Building 1 P.O Box 930220 Phone: (608) 845-9700 Verona, WI 53593-0220 Fax: (608) 845-7070 CHAPMAN, ROBERT 12/22/2025 Doc ID: 9910120251222150927 Elevations & Floor Plan v1.0 3 of 5 Floor Plan P.O Box 930220 Phone: (608) 845-9700 Verona, WI 53593-0220 Fax: (608) 845-7070 CHAPMAN, ROBERT 12/22/2025 Doc ID: 9910120251222150927 Elevations & Floor Plan v1.0 4 of 5 "D" = Bottom elevation (B.E.) of overhead door: 0' 4" The bottom of all overhead doors (top of finished floor) are recommended to be placed at 4" above the 100'-0" mark (100'-4"). In building without paved floors, B.E. of doors may be lower - e.g. 100'- 0". 10' 0" "E" = Height of overhead door: 1' 7" "F" = Available headroom: Overhead door height = the height of the overhead door being placed in this building. Available headroom = the space available for overhead door tracks and openers. If a ceiling is installed, headroom will be reduced by about 1". Door headroom requirements must be confirmed with the door supplier. Headroom calculation formula: ("B") - ("D") - ("E") = ("F") (Truss Clearance) - (B.E. of overhead door) - (Overhead door height) = (Available headroom) Example: (10'-0") - (4") - (8'-0") = (1'-8" of available headroom) Roof Pitch: Roof Peak Height: "A" = Actual Eave Height: "B"=Clearance from finished floor to bottom of truss: 3.5/12 20' 11 1/2" 13' 8" 11' 8" Interior Clearances: Exterior Heights: (Clearance is reduced by the thickness of any ceiling and the thickness of any floor covering) Top of concrete floor must be at 100'+4" for this foundation type. If thicker concrete floor is desired, the extra thickness will be below the 100'+0" mark. Building 1 Interior Clearances and Exterior Heights Overhead Frameout & Headroom P.O Box 930220 Phone: (608) 845-9700 Verona, WI 53593-0220 Fax: (608) 845-7070 CHAPMAN, ROBERT 12/22/2025 Doc ID: 9910120251222150927 Elevations & Floor Plan v1.0 5 of 5 Date: January 7, 2025 To: Town of Eagle Plan Commission From: Jacob Heermans, Town Planner Subject: Review of the number of accessory buildings allowed on a property at W377S10480 Betts Rd which is within the County’s Shoreland Jurisdiction. Tax Key 1858.999.005. Doug and Linda Varrelmann (owners) Application: 2025-26; https://s.zoninghub.com/EDOCLD17D5 The petitioners own a 4.6-acre parcel on Betts Rd which is entirely within the County’s Shoreland jurisdiction and is zoned A-2 Rural Home District. The property contains a single-family residence with an attached garage, an above ground swimming pool, and a 36’ x 63’ pole barn. There is a deck on the south side of the home which contains a gazebo, approximately 150 sf in size. The County Shoreland Protection Ordinance defines the gazebo as a structure which is subject to the maximum accessory building provisions. Properties with the County’s jurisdiction are generally limited to two (2) accessory buildings unless the Town Plan Commission renders a finding to allow more than two (2) accessory structures. The petitioners are proposing to construct a 10’ x 16’ shed for personal storage in addition to the existing accessory buildings and are seeking Plan Commission approval for a total of three (3) accessory structures. The structures meet the 2% limitation, as required by the County and meet all locational requirements. Residential properties within the Town’s jurisdiction are generally allowed a total of three (3) accessory buildings (two plus a minor shed less than 150 sf in size). The shed is proposed to be constructed south of the above ground pool, north of the existing tree line. The shed will largely be screened from neighboring properties and from the road. Potential Plan Commission motion: It is recommended that the Planning and Zoning Commission approve of the request for a third accessory building. The person making this motion should refer to the application and any additional information as discussed by the Plan Commission. The analysis as noted in the staff report may also be used as the justification, in which the Plan Commission may, or may not, expand upon based on the discussion. Enclosure: Exhibit A – Zoning Permit Application Packet N:\PRKANDLU\Planning and Zoning\Community Assistance\T EAGLE\STAFF REPORTS AND PROJECTS\2025\2025-26 Varrelmann\Varrelmann Accessory Building Review.docx Page 1 of 5 PENDING EAGLE ZONING VIOLATIONS TOWN AND COUNTY VIOLATIONS This list is for informational purposes only and no discussion or action will be taken on these matters. Italics indicates new information since last update. TOWN VIOLATIONS Tom Reynolds, S70W35196 TOWNSHIP ROAD X 8/21/24: RL conducted site visit from the road. Met with CM and SJ to discuss the history of the property and next steps. It was identified that the building permit had expired. Violations appear to include, at a minimum, business without permits (commercial greenhouse/food processing), disrepair of building (greenhouse) and expired permits. SJ stated that he will try to make contact with the owner first. 9/24/24: It was relayed to RL that at least two attempts have been made by SJ to contact the owner by site inspection. RL will consult with Town Atty to discuss next steps. 11/7/24: Met SJ and owner on property. Owner gave a tour and explained the farming operation (Alchemy Acres). it runs like a co-op where people come and pick up their order or they will deliver it. It's all local people. He grows and sells, fresh produce and modifies some of it by fermenting it. He creates dried herbs and juices produce. He does not participate in any markets. He does not sell mead and understood he was denied that permit. He does have agricultural equipment lying around the property (soil steamer, pallets, wheelbarrows). He was in the middle of siding the addition and there were construction materials that needed to be cleaned up. Has chickens and 4 hoop houses near the house, + approximately 10 hoop houses out in the field. He is there on T/R/S and some Sundays. Typically, no one there on M/W/F. When asked about mowing around the fields, he indicated that it would disrupt the habitat of inspects that would turn to feeding on the crops. Chickens on site. Was willing to put up vegetative screening around the property near the roads but wants to make sure it's beneficial to his operation. The property is currently being transferred to an LLC where it will be employee-owned. 11/21/24 RL spoke with WC Environmental Health Division (EHD). They are trying to contact the owner to better understand what types of products are being made. No licensing has been given. RL needs to review ordinance and provide owner with what options might be available. May need to involved Town Atty. 1/10/25 Reviewed zoning code for possible options for owner. Can apply for a Greenhouse CU and can continue to grow produce on site. However, there does not appear to be a path in the code to support accessory agricultural uses such a production of teas, juices, herbs, etc. Junk, debris, general yard property maintenance must be explored by the Building Inspector. 1/27/2025 RL has received information from EHD that they do not appear to have enough proof to post a Cease and Desist order, but will be sending a letter reminding property owner of proper permitting. RL and EHD are drafting separate letters regarding the applicable violations to achieve voluntary compliance. 2/21/25 No update. Early March 2025: Environmental Health Division send letter to property owner notifying him that food processing without proper food grade protection or proper state and local licensing is a violation of state codes. 4/7/25 Planner notified of someone living in a camper on site. 4/16/25 Planner drove by property. Camper had been removed. Some building materials removed. Approximately 20 greenhouses present. 6/6/25 Letter with attachment of code references and application sent to property owner via mail and email, requesting the property be brought into compliance with town ordinances, including the property maintenance code and the zoning code. Applications were requested by July 1 and permission to re-inspect the property was requested to be granted by June 25, 2025. 6/26/25 Staff received an email from the property owner regarding the letter noted above. 10/23/25 Staff met with Mr. Reynold’s on his Road X property, but was not given permission to inspect. Inspected property from the driveway, ROW, and neighboring property and observed sheep. 11/5/25 Joint meeting held at the Town Hall to discuss the violation with Mr. Reynolds and to hear neighbor concerns. 11/17/25 Town BI inspected Mr. Reynold’s property. Structure which lacks an active Building Permit has been improved, however, no progress has been made on the remainder of the property/violations. Page 2 of 5 11/19/25 Conference call with Planner, Town Chair and Waukesha County Planning Manager to discuss strategy. Planner will send a letter prior to end of the week clearly outlining the violations and establishing a short window in which to gain compliance. Failure to do so will result in citations and likely a lawsuit. 12/8/25 Violation letter drafted. Staff is seeking input from Environmental Health on additional violations. 12/15/25 Meeting with Waukesha County Environmental Health staff to discuss violation and possible health code violations. 12/18/25 A violation letter was sent to the property owner establishing a January 5, 2026, deadline for compliance. (Pending, JH) COUNTY VIOLATIONS Jeffrey and Heather Sorenson, W345 S10503 CTH E Constructed a fence within the shore setback area 10/28/24 Complaint received about a fence that had been constructed around the property within the shore setback area. 11/19/24 Need to contact property owner(s) to schedule a site inspection. 12/10/24 Contacted owners to schedule an inspection. 1/28/25 No response from owners. Need to follow up to schedule inspection and/or require removal. 02/07/25 Violation reassigned to AT. Request to Inspect letter sent 02/10/25. 02/18/25 Owner (Heather Sorensen) called AT and stated fence was placed as a way to prevent neighbor's dog from crossing into property (dog had previously bit their child). Wants to know what can be done to keep the fence. Other neighbors are their cousins and they love having the fence. Was not aware a fence required a permit. AT will conduct site visit on 02/25/25. 02/25/25 Site visit showed white fence along southern lot line. Property also had sections of black metal "decorative" fencing (mostly along the southeast property line near retaining wall), more panels of this fencing are stacked off to one side. Tall black fence along SW corner of home (not permitted in the 2021 addition ZP). Currently reviewing the approved landscaping plan to confirm compliance with replanting requirements.. Will need to send follow up letter. 04/10/25 Violation compliance letter sent. Deadline to remove all fencing w/in 75 feet of shore is May 22nd. Will need to conduct site visit after deadline to confirm continued compliance. 05/27/25 Site visit scheduled for 05/29/25 06/09/25 Neighbor emailed POD that owner has told other residents that he is not going to take the fence down because it is for his children's safety. He started to do the removal and then stopped and plans to put it back up. “Is safety a reason he can put the fence back up?" I informed neighbor that I will be onsite this week and if they put the fence back up after my visit, she should contact me. 06/11/25 Site visit showed panels have been removed from fence along lot line (panels are laying in a pile along the shore) but posts are still present. Tall black fence by SW corner of house is still present. Owner would like to keep this fence and some black fencing along the steep retaining walls as his son is autistic and doesn't have any safety awareness so they are concerned he would fall down the steep retaining walls. 06/11/25 Spoke with supervisors. Will conduct another site visit to ensure the posts have been removed and will advise owner that a variance is needed to retain the black fencing near the retaining walls since it is within 75' of the OHWM. 06/30/25 Neighbor emailed photos. Stated that "The plan for the neighbors appears to be that they will leave in the posts and lean the fencing against it. I'm guessing they feel it is then no longer a permanent structure and rules don't apply to it. He has recently installed solar lights on the top of each post, so I assume he is keeping them in long term. It both looks horrible, and has to be a technicality for leaving it in place. I can try to take more pictures if you need them. It is difficult to see how he has leaned the fencing slats against the post, but easy to see in person. " 07/10/25 Compliance letter sent. They will have until July 25th to remove remaining post and fencing or will need to apply for a variance by that deadline to keep any of the fencing (even around the retaining walls) 07/21/25 Spoke w/ Jeff Sorensen as he left a call w/ POD that he wanted to talk with me. I told him I can email the variance application. Said that he would need to provide proof of hardship that is not personal in Page 3 of 5 nature. He said that of course this is personal and that he's trying to keep his kids safe. I gave him an example that say you had more kids than the number of bedrooms available that is a personal consideration. He understood what I meant but was not happy about it. Emailed his wife the application and reminded them of the July 25th deadline to apply by. 07/28/25 No application for variance received on or before July 25th. Will conduct site visit to find out if fencing is still present. 08/04/25 Called owner, they said application was coming via certified mail. 08/07/25 Application arrived, AT received application and routed to admin for processing. 11/20/25 Variance went before County BOA in October. Requested tabled, as owners were not in attendance and neighbor raised concerns which need to be addressed by the owners. BOA likely to take action at the January meeting. 12/22/25 Item will be on the January BOA agenda for action. (Pending, AT) Rachel and Jeff Schaefer, S101W34695 CTH LO; Junk, work w/o permits, structure in disrepair 8/5/2021: Received complaint regarding junk, work without permits and residence/fence in disrepair. After multiple attempts, our office was unable to inspect the property. Summer 2023: Owner contacted the office in summer of 2023 for a zoning permit. Our office 10/23/23: County sent a letter that stated the following: Listing photos revealed miscellaneous junk was present and viewable to the present. Owner was made aware of the active violation on the property. He granted our office permission to inspect over the phone. 6/2/23: A site inspection was conducted, revealing land altering activities with new basement construction. In addition, multiple items regulated as junk including an unlicensed boat, inoperable boat trailer, broken hot tub, construction materials, buckets and other miscellaneous items were observed. The owners had deadlines of 6/23/23 to submit a zoning permit application and 7/10/23 to remove junk from the property. 10/16/23: Another site inspection was conducted which revealed little progress had been made and a majority of the junk and miscellaneous materials remained on-site and visible. No zoning permit application had been received at that time either. Deadlines of 11/6/23 and 11/27/23 were given to apply for a ZP and remove the junk-type items, respectively. Note: the staff person involved soon after left the county and the violation was reassigned. April 2024: Citations were issued 5/6/24. The owner was scheduled a court date of 6/5/24 and failed to show. Corp Counsel stated that she waits a month and if the owners do not contact them to reopen the case, it is closed out after a month. Corp Counsel suggested that a follow-up letter be written. 9/26/24 Staff working with Corp Counsel to get clarity on next steps. 11/15/24 A violation letter was sent to the subject property on 11/15/24. It appears a previous employee was able to contact the owner using that address (I have been using the mailing address on file with tax listing). The owner was given a deadline of 12/2/24 to submit a zoning permit and minor grading permit application and remove junk-type items from the property. No further extensions will be granted; additional citations will be immediately issued if the permits are not applied for and/or the property is not in compliance with the Ordinance. 12/4/24 Owner applied and paid for an ATF zoning permit for the replacement/repair of the residence’s foundation. There is a discrepancy between the survey we have on file and GIS. It appears some of the lots in this subdivision were redescribed in 1978 (?). Tax listing is looking into the discrepancy and we have not heard back. 1/27/25 Emailed Tax Listing for a second time to obtain information on the right of way discrepancy. Another attempt with be made. KSF 3/30/25: Emailed tax listing for a third time to obtain information on the right of way discrepancy. No response. 4/1/25 Called owner and left a voicemail stating that I would conduct a site inspection in the near future. 4/10/25 Conducted site inspection which revealed miscellaneous junk and construction materials were still present on the property in addition to a vehicle that is not registered. Items that were present include: buckets, bricks, miscellaneous wooden items, ladders, a cement mixer, a trailer, tree stumps, a refrigerator, plywood, a fish tank, and a large pile of decorative stones. I did not walk the entire property. 4/11/25 A violation letter was sent, with a deadline of 5/30 to bring property into compliance. Page 4 of 5 4/22/25 Received call from owner stating the tires have been placed on the trailer and he will need to call a junk removal company for the refrigerator. The septic system was pumped on 4/18 and the PSE was issued. 4/24/25 Zoning Permit E24:019 was issued and a new deadline of 6/30 was granted to remove the remaining items. 5/28/25 The owner has until 6/30 to remove the remaining items (junk, construction materials, etc.). A site inspection will be conducted on or shortly after that deadline. 6/20/25 No update as deadline is still pending. 7/28/25 Site inspection conducted, which revealed minimal progress. The refrigerator is gone and all the vehicles are registered. The deadline to complete the basement and remove the construction materials is October 24. The owner stated he would start getting rid of junk items on and near back porch. 11/20/25 Jeff called a couple weeks ago and staff has been playing phone tag. Staff will try to contact him again and schedule a site inspection. 12/26/25 No update; staff will attempt to contact owner. (Pending, KS) Bernard and Clara Erdmann, W345S10433 WAMBOLD RD Construction/remodel of structure located within floodplain and not conforming to offset. 6/3/25 Complaint received about construction/remodel of structure located within floodplain and not conforming to offset. 06/14/25 Violation reassigned from Ken Smith to Anna Tuinstra. 6/20/2025 Violation letter mailed. 06/27/25 Daughter of owner called. Said their dad (the owner) had extended the roof line in 2017 and also added boards to the back for their pontoon boat to be protected. This past year their nephews put boards on the sides of it to protect it from leaves. There is also a fence along the back wall (SW side) that "may or may not be on the lot line". Their neighbor had given them a "warning" that any further improvements to the structure she would report it as a violation because they did not have any permits and the structure is in the floodplain. They describe the structure as a "boat shelter". They are willing to comply with our requirements. Depending on the improvements an ATF ZP may be needed. 07/16/25 Site visit w/ EG and son of homeowner. Said the fence used to be wire and the neighbor's tree fell on it. They replaced the fence with wood instead of the wire because the wood fence blocks the leaves from coming into the boat storage area. The "carport"/boat storage area has strange internal retaining walls that apparently the owner cut away some of the space to make it more level? The fencing does fit better with the adjacent buildings than the existing wire fence. The neighbor has been cleaning up her property so the white fence is possibly more visible to them compared to the wire fence but it all has been existing on the property since maybe the 80s? 07/21/25 Discussed VL w/ JH. We need proof that the overhang and walls of the "boat shelter" have been present for more than 10 years. Otherwise they will need to remove it or apply for ATF variance. 08/15/25 Deadline to remove is moved to September 15th as owner of property is in the hospital. 11/20/25 Structure has been removed, per violator. Need to verify via site visit. 12/26/25 Inspection still needs to be completed, as assigned staff has been out on medical leave. Plan to inspect in early January for compliance. (Pending, AT) Steve Wruck, W345 S10483 CTH E Storgage of construction equipment, business materials and a junk boat 12/5/25 Complaint received with photos showing construction equipment. 12/26/25 Violation letter sent to property owner. (Pending, EG) NOTES: This list of zoning violations in the Town of Eagle are pending with the Town of Eagle and/or with Waukesha County PZD. The list is provided to the Town each month at the request of the Town Plan Commission. Page 5 of 5 N:\PRKANDLU\Planning and Zoning \Community Assistance \T EAGLE \Violations\TOWN OF EAGLE ZONING VIOLATIONS PENDING WITH WC AND TOWN.docx Revised 12/26/25 JH