Plan Commission Meeting Agenda and Packet (PDF)

PLAN COMMISSION MEETING Monday, March 16, 2026 Earl McGovern Board Room And Virtually Online or Phone https://us02web.zoom.us/j/87863959954 1-312-626-6799 Meeting ID: 878 6395 9954 5:00 P.M. PLEASE TAKE NOTICE that a meeting of the Brown Deer Plan Commission will be held at the Village Hall of the Village of Brown Deer, 4800 W. Green Brook Drive, Brown Deer Wisconsin in addition to virtually. The public can access this meeting of the Plan Commission meeting online at the following link : https://us02web.zoom.us/j/87863959954 or via phone by dialing 1-312-626-6799 with Meeting ID: 878 6395 9954. The following items of business will be discussed and possibly acted upon: I. Roll Call II. Persons Desiring to be Heard : Please submit your full name, address, and your comment by 4:30pm March 16, 2026, to manager@browndeerwi.org III. Consideration of Minutes: February 11, 2026 IV. Report of Staff/Commission Members V. Unfinished Business VI. Business Items A) Review and recommendation of a development agreement with 4380 Brown Deer, LLC. d/b/a 7 Brew Coffee for a drive-thru retail building at 4380 W. Brown Deer Road VII. Adjournment Caren Brustmann Caren Brustmann, Village Clerk March 12, 2026 PERSONS REQUIRING SPECIAL ACCOMMODATIONS FOR ATTENDANCE AT THE MEETING SHOULD CONTACT THE VILLAGE CLERK AT LEAST ONE BUSINESS DAY PRIOR TO THE MEETING. BROWN DEER PLAN COMMISSION FEBRUARY 11, 2026 MEETING MINUTES HELD VIRTUALLY AT 1-312-626-6799 Meeting ID: 878 6395 9954 https://us02web.zoom.us/j/87863959954 The meeting was called to order by President Montgomery at 6:30 P.M. I. ROLL CALL Present: President Montgomery; Trustee s Darryl Johnson, Jeff Woods; Commissioners : Dan Kass, Jalin Phelps, Jesse Greenlee, Bill Hoffmann, Jennifer Boehm Also Present: Nate Piotrowski, Community Development Director Excused: Commissioners: Dylan Groshek II. PERSONS DESIRING TO BE HEARD None III. CONSIDERATION OF MINUTES: December 8, 2025 – Regular Meeting It was moved by Commissioner Hoffmann and seconded by Commissioner Greenlee to approve the meeting minutes of December 8, 2025. The motion carried unanimously. IV. REPORT OF STAFF/COMMISSION MEMBERS Mr. Piotrowski provided an update on the progress of redevelopment and demolition along N. Green Bay Road. Trustee Johnson asked about progress with the Starbucks development at 60 th and Brown Deer Road. Mr. Piotrowski replied that Starbucks is planning to begin their interior build out once all exterior building and site work is completed. Current estimates for said completion are July of this year. V. UNFINISHED BUSINESS None VI. NEW BUSINESS A) Review and recommendation of an Eleventh Amendment to the Brown Deer Business Park Development Agreement to allow “Beauty Salon” as a permitted use Mr. Piotrowski reviewed the proposal and introduced Eric Greven and Rachel Greer representing the ownership group. Ms. Greer described the business model and introduced the prospective salon operator Jalynn Gordon . Commissioner Phelps asked if the salon would be divided into smaller suites for individual beauty providers. Ms. Gordon replied that was her intention. Commissioner Kass asked if it would make more sense to rezone this property instead of amending the development agreement. Mr. Piotrowski stated that a rezone was possible but that procedurally the amendment was a bit easier. President Mongtomery asked for clarification as to which unit would be occupied and if the operator had other locations. Ms. Gordon described the unit as the closest to Deerbrook Trail on the south side of the building and indicated that this would be her first location. President Montgomery asked about hours of operation and access to Plan Commission ___________ ___ February 11, 2026 Page 2 the gated parking area during evening hours. Ms. Gordon suggested that hours could extend from 9am until 8 or 9pm. Mr. Greven added that the tenant would have the ability to offer gate access codes if using the lot after 7pm. President Montgomery asked about proposed signage. Mr. Piotrowski replied that there would be an opportunity for multi-tenant signage in front of the building, but it would need approval from the Building Board. Trustee Johnson asked which units were currently leased or sold. Ms. Greer replied that 5 units were sold and 11 were leased, leaving 5 vacancies in the building. Commissioner Phelps stated that he was comfortable with the land use and thought the business was a good addition to the community. Commissioner Boehm agreed and asked how many beauty professionals are on staff. Ms. Gordon stated that 6 of the 12 possible positions were filled . Commissioner Greenlee asked if there was a bathroom in the leased unit or if it was common. Mr. Greven replied that there was a restroom in the unit. It was moved by Commissioner Kass and seconded by Commissioner Phelps to approve the amendment to the Brown Deer Business Park Development Agreement . The motion carried unanimously. VII. ADJOURNMENT It was moved by President Montgomery to adjourn at 6:59 P.M. _____________________________ Nate Piotrowski, Community Development Director G:\Committees\PlanCommission\Request for Consideration\2026req\7BrewDA3.16.26.doc - 1 - REQUEST FOR CONSIDERATION COMMITTEE CONSIDERATION: Plan Commission/Village Board ITEM DESCRIPTION: Review and recommendation of a development agreement with 4380 Brown Deer, LLC. d/b/a 7 Brew Coffee for a drive-thru retail building at 4380 W. Brown Deer Road PREPARED BY: Nate Piotrowski, Community Development Director REPORT DATE: March 12, 2026 Applicable Land Use Regulation: Village Code Chapter 121-247 ANALYSIS: 7 Brew Coffee is proposing to locate on the commercial outlot adjacent to the new Village 43 apartments at the northeast corner of Deerbrook Trail and Brown Deer Road The 7 Brew model is primarily a drive-thru or walk-up ordering coffee and beverage business. The internal building space is generally for staff preparation and order fulfillment. Each customer is greeted by a team member who takes the order in lieu of menu boards and speaker systems. The proposed hours of operation are from 5:30 am until 11:00 pm . Included in the packet is a statement of operation for the business along with civil site plan documents, a landscaping plan and building elevations . Staff has reviewed the site plan and noted the following items: • An existing regional power transformer located just north of the proposed building limits site design options, such as moving the building further away from the apartments to the east. Staff is investigating the relocation of this facility but given likely costs will not be able to move. • The proposed landscaping and screening on the north seems insufficient given the adjacent apartment front doors. Added depth or fencing may help. • Snow storage seems problematic. The north-east corner parking spots do not seem necessary, and this space could be used for said storage. • Much like Fireside Market the drive-thru extends towards a signalized intersection with potential for headlight conflict. In this case there is a double drive-thru with high queueing demands. The proposed row of shrubs is rather monotonous and linear. It could be varied with alternative plantings and added depth or a structural element to help shield the drive-thru while providing visual interest. • Site specific s tormwater management is not required since quantity and quality standards are being accommodated by way of the larger Village 43 project. • The development agreement addresses concerns about noise from loudspeakers, signage and the potential for seasonal site modifications to the drive-thru operation. RECOMMENDATION: This proposed outlot was intended for retail use and likely a fast casual operator. The site plan from 7 Brew, other than the above-mentioned issues, is generally acceptable and should work well within the context of the neighborhood and should not present any significant zoning issues. Please feel free to contact Nate Piotrowski at (414) 371 -3061, if you have any questions. 1 Development Agreement By and Between 4380 Brown Deer, LLC. And The Village of Brown Deer THIS AGREEMENT is entered into as of this _____ day of __________________, 2026, by and between 4380 Brown Deer, LLC.. a Wisconsin Limited Liability Comp any hereinafter called "Owner" and the VILLAGE OF BROWN DEER, a municipal corporation in Milwaukee County, Wisconsin. WITNESSETH: WHEREAS, 4380 Brown Deer, LLC.. owns the property at 4380 W. Brown Deer Road located in the East ½ of the Southeast ¼ of Section 2, T8N, R21E Milwaukee County Wisconsin. Legally described as: (See Exhibit A) WHEREAS, a request has been made to the Village Board of the Village of Brown Deer, Milwaukee County, Wisconsin, by Owner for approval of a Development Agreement authorizing the establishment of a business office with associated warehousing and light assembly on said property at 4380 W. Brown Deer Road (hereinafter referred to as the “Property”); and This proposal embodies the attributes of coordinated area site planning which is central to the Planned Development District in that it:  Insures substantial compliance with the intent of the regulations of the various business districts.  Allows diversification and variation in the relationship of uses, structures, open spaces, and heights of structures in a comprehensive and cohesive unified project.  Encourages rational economic development in proper relationship to public services. WHEREAS, the covenants contained herein are necessary to provide for the harmonious, orderly and consistent development of the neighborhood involved. NOW, THEREFORE, following review and consideration by the Plan Commission on March 16, 2026 and after review and consideration by the Village Board of the Village of Brow n Deer on March 16 , 2026 , the 4380 Brown Deer, LLC.. (PIN ____________) Planned Development Agreement is hereby approved in accordance with Section 121 of the Village of Brown Deer Code, the attached Exhibits __________ and covenanted and agreed as follows: 1. Subject to r eview by the Brown Deer Plan Commission after one year. If there are no documented complaints about the use, or if documented complaints have been resolved to the satisfaction of the Village Board, the approval of the specific project plan becomes continuous pursuant to Section 121 of the Village of Brown Deer Code. 2. Outside storage of merchandise, equipment or inventory is strictly prohibited on this site. 3. The property shall be kept free and clear of litter and debris. 2 4. Sign location, size, design shall be in accord with Chapter 121 of the Village of Brown Deer Code and shall be approved by the Village of Brown Deer Building Board. 5. Off street parking and loading shall conform to the requirements of the Village of Brown Deer Code. All drives and parking areas shall be paved by the Owner at its expense with asphaltic concrete and maintained free of holes, substantial alligator cracks or other deficiencies. Parking on landscaped areas is prohibited. 6. Parking and/or storing of any vehicles, other than those needed for the approved use, is strictly prohibited on the site. 7. All deliveries and pick-ups shall occur during the proposed business hours of 5:00am- 9:00pm, Monday through Sunday. 8. The use shall obtain all required permits and/or licenses prior to occupancy. 9. Any hazardous conditions or deficiencies identified by the Village of Brown Deer shall be corrected by the owner to the satisfaction of the Village within thirty (30) days of written notification. 10. Owner shall provide a private trash and recylcing removal system requiring no service by or cost to the Village. All trash , storage and collection shall be within the building interior or within an enclosure that screens trash and removal system from public view. The trash removal system shall be rodent-proof, covered and maintained in accordance with the direction of the North Shore Health Departmen t. Trash removal s ervices shall not violate the Village of Brown Deer’s Noise Ordinance, where no noise which unreasonably interferes with or disrupts the peaceful use and enjoyment of surrounding properties between the hours of 11:00pm and 6:00am are allowed. 11. Any significant modifications to the site or existing building and/or expansion of the business , shall be reviewed and approved by the Plan Commission and Village Board pursuant to section 121 of the Village of Brown Deer code. 12. Illumination of off -street parking and loading areas shall be arranged and fully shielded from adjacent properties and streets so as not to direct rays of light and glare. Exterior site lighting photometrics shall be reviewed and approved by the Brown Deer Police Department. All lighting shall be extinguished no later than thirty (30) minutes after the close of business, except as may otherwise be authorized by the Village Manager or his designee. 13. Changes to e xterior dusk to dawn building security lighting systems must be submitted to the Brown Deer Police Department for review and approval. 14. Entry keys must be provided to the North Shore Fire Department for placement in the building’s Knox Box. In addition, a n accurate key holder list should be provided and maintained with the Brown Deer Police Department for emergency contact information. 15. The use of outdoor loudspeakers is limited to 70 decibels as measured at the lot line. If complaints are noted measurements are to be made at the 3 owner’s expense and verified by the Village Manager or his designee. 16. Trash and recycling receptacles shall be provided for any outdoor seating area. All outdoor patio furniture shall be made of sturdy weather resistance material. 17. The use of pop-up, temporary signs , lawn signs, or other temporary flags, banners or similar promotional features is limited to grand opening or other approved special events pursuant to Village Code Section 14 Article XII. 18. Seasonal screening for the drive thru lanes or canopy shall be reviewed and approved by Village Staff prior to installation 19. Plans for external staff ordering kiosk shall be reviewed and approved by the Building Board. 20. Temporary bollards in drive lanes are prohibited. 21. That as long as the property is used for the purposes that are authorized by this Agreement, all covenants, agreements, restrictions and provisions herein contained constitute covenants running with the land and shall be binding on all parties, their heirs, assigns and successors having an interest in the land affected hereby for a period of twenty -five (25) years from the date this instrument is recorded, after which time this instrument shall automatically be extended for successive periods of ten (10) years. However, upon a showing of reasonable cause, the Village Board of the Village of Brown Deer may relieve the Operator from such covenants, agreements, restrictions, or any of them, before the expiration of twenty- five (25) years or thereafter by the adoption of a resolution so doing. The covenants herein contained may be enforced by proceedings at law or in equity by the Village against any person or persons violating or attempting to violate the same. 21. The invalidity of any of the covenants herein contained declared by any judgment or court order shall in no way affect any of the other provisions herein contained which shall remain in full force and effect. 22. Exhibit A, attached, is the legal description of the property. 23. Exhibit B, attached, contains site plans as approved by Plan Commission, the building elevations as approved by the Building Board and the landscape plans as approved by the Beautification Committee 4 IN WITNESS WHEREOF, the parties hereunto set their respective hands and seals on the date first written above. 4380 Brown Deer, LLC.. By: _______________________________ , [Member] STATE OF WISCONSIN ) ) ss MILWAUKEE COUNTY ) Personally came before me this _ ____ day of ______________, 2026, the above -named ____________________________ to me known to be a Member of 4380 Brown Deer, LLC.. and to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. __________________________________ *_________________________________, Notary Public, ______________ County, Wisconsin My commission expires: ___________________ * Print Name of Notary Public 5 VILLAGE OF BROWN DEER: ____________________________ Wanda Montgomery, Village President _______________________________ Tyler Burkart, Village Manager STATE OF WISCONSIN ) ) ss MILWAUKEE COUNTY ) Personally came before me this _____ day of ______________, 2016, the above-named WANDA MONTGOMERY, Village President and TYLER BURKART , Village Manager to me known to be the persons who executed the foregoing instrument and acknowledge the same. _____________________________________ *____________________________________, Notary Public, Milwaukee County, Wisconsin My commission expires: _________________ * Print Name of Notary Public This instrument was drafted by Nathaniel Piotrowski, Community Development Director. Return to: Nathaniel Piotrowski Village of Brown Deer 4800 W. Green Brook Dr. Brown Deer, WI 53223 6 Exhibit A Legal Description Exhibit B Site, Building, Landscape Plans ((R) N13°30'07"W)(30.00')WEST BROWN DEER ROADSTATE TRUNK HIGHWAY "100"75' EXISTING RIGHT-OF-WAY LINE 40' N14°55'28"W30.00' 9 10 13 14 CONCRETE CONCRETE CURB CONCRETE CURB 20.0' SIGN ASPHALT PAVEMENT CONCRETE GRASS ((R) S76°29'53"W 87.35')40' DEERBROOK TRAIL4310 W BROWN DEER ROAD BUILDING C18910 N DEERBROOK TRAILFF = 668.7 ACCESS OF RIGHT OFWAY PER DOC. 4448610 DOGRUN TRASH ENCLOSURE WITHCONCRETE APRON 2168.8' FIBER EASEMENTWATER EASEMENT ACCESS EASEMENT PASSTHRU LANE 2LANE 1DO NOT ENTER STOPSTOP7 10 5 42' BUILDING SETBACK SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER260004900PROPOSED COFFEE SHOP FOR:7-BREW BROWN DEER8989 N. DEERWOOD DR ● BROWN DEER, WI 53223 NOT FOR CONSTRUCTION PRELIMINARY DATES C1.1CIVIL CONCEPTUAL SITE PLAN FEB. 27, 2026MAR. 5, 2026 20'0 20'40'SCALE: 1"= 20' NORTH ((R) N13°30'07"W)(30.00')WEST BROWN DEER ROADSTATE TRUNK HIGHWAY "100"75' 40' N14°55'28"W30.00' 9 9 10 13 14 CONCRETE CONCRETE CURB CONCRETE CURB 20.0' SIGN ASPHALT PAVEMENT CONCRETE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W GRASSSANITARYMANHOLERIM=667.148" N=658.906" W=659.09 ((R) S76°29'53"W 87.35')40' DEERBROOK TRAIL4310 W BROWN DEER ROAD 8910 N DEERBROOK TRAILW W W W W ACCESS OF RIGHT OFWAY PER DOC. 4448610 INLETRIM=665.8212" W=662.07 STORM MANHOLERIM=667.0424" N=657.6012" SW=658.0024" E=657.74 INLETRIM=667.7712" W=661.9712" S=662.02 STORM MANHOLERIM=666.2024" N=657.1124" S=657.3512" E=661.7518" W=658.61 DOGRUN TRASH ENCLOSURE WITHCONCRETE APRON 2168.8' FIBER EASEMENTWATER EASEMENT ACCESS EASEMENT PASSTHRU LANE 2LANE 1DO NOT ENTER STOPSTOP 12" STORM SEWERCONNECTION 4" SANITARY SEWERCONNECTION TOMAIN. 1-1/2" WATER SERVICECONNECTION GAS SERVICE SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER260004900PROPOSED COFFEE SHOP FOR:7-BREW BROWN DEER4380 W. BROWN DEER RD ● BROWN DEER, WI 53223NOT FOR CONSTRUCTION PRELIMINARY DATES C1.3CIVIL CONCEPTUAL UTILITY PLAN MAR. 5, 2026 20'0 20'40'SCALE: 1"= 20' NORTH GENERAL NOTES:·XXXXXXXX PASSTHRU LANE 2LANE 1DO NOT ENTER STOPSTOP7 10 5 ((R) N13°30'07"W)(30.00')WEST BROWN DEER ROADSTATE TRUNK HIGHWAY "100"75' EXISTING RIGHT-OF-WAY LINE 40' N14°55'28"W30.00' 9 10 13 14 CONCRETE CONCRETE CURB CONCRETE CURB 20.0' SIGN ASPHALT PAVEMENT CONCRETE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W GRASS ((R) S76°29'53"W 87.35')40' DEERBROOK TRAIL BUILDING C18910 N DEERBROOK TRAILFF = 668.7W W W W W ACCESS OF RIGHT OFWAY PER DOC. 4448610 INLETRIM=665.8212" W=662.07 INLETRIM=667.7712" W=661.9712" S=662.02 TRASH ENCLOSURE WITHCONCRETE APRON 2168.8' FIBER EASEMENTWATER EASEMENT ACCESS EASEMENT REMOVE TREE REMOVE TREE REMOVE TREE SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER260004900PROPOSED COFFEE SHOP FOR:7-BREW BROWN DEER4380 W. BROWN DEER RD ● BROWN DEER, WI 53223NOT FOR CONSTRUCTION PRELIMINARY DATES C1.4CIVIL LANDSCAPE AND RESTORATION PLAN MAR. 5, 2026 20'0 20'40'SCALE: 1"= 20' NORTH PLANTS PROVIDEDLANDSCAPING CALCULATIONSZONE SITE REQ. PLANTS-1 ORNAMENTAL TREE PER 1,500 SF OF GREEN SPACE PARKING7,314 x .15 = 1,097 SF1,126 SF 3" MULCH VARIESVARIES EXISTING SUBGRADE VARIES DECIDUOUS TREE PLANTING DETAILNOT TO SCALE NOT TO SCALEDECIDUOUS SHRUB PLANTING DETAIL NOTE: FOR MASSPLANTINGS EXCAVATEENTIRE BED &BACKFILL W/PREPARED SOIL. ROOT BALL RESTS ONEXISTING ORRECOMPACTED SOIL SITUATE EXPOSED ROOT FLARE 2-3" ONLY WRAP TREE IF PLANTED NEAR DIG HOLE 2-3 TIMES WIDER THANDIAMETER OF ROOT BALLBACKFILL USING CLEAN EXISTING SOIL REMOVED FROM HOLE AND SUPPLEMENT ABOVE FINISHED GRADE WITH CLEAN NATIVE SOIL AS NECESSARY EXISTING SUBGRADEELIMINATE VOIDS, LIGHTLY TAMP, AND WATER WELL (SEE SPECIFICATIONS)BREAK UP SUBGRADE AND EXPOSED SIDESOF HOLE USING HAND TOOLS END OF GROWING SEASON (REMOVE IN SPRING)REMOVE BURLAP, TWINE,AND WIRE CAGE FROMTOP 1/3 OF ROOT BALL NOTE: ONLY USE TREE STAKING IFUNABLE TO STABILIZE TREEPROPERLY DURING BACKFILLINGPRUNE BROKEN BRANCHES AFTERINSTALLATION AS NECESSARY FINISHED GRADE 2-3 TIMES DIMENSIONOF ROOT BALL 3" MULCH - NO MORE THAN 1"ON TOP OF ROOT BALLPRIOR TO MULCHING, LIGHTLY TAMP SOILAROUND ROOT BALL IN 6" LIFTS TO BRACESHRUB. DO NOT OVER COMPACT. WHENHOLE HAS BEEN BACKFILLED, DEEPLY WATERAROUND ROOT BALL TO SETTLE SOILLOOSEN SOIL. DIGAND TURN SOIL TOREDUCE COMPACTIONTO THE AREA ANDDEPTH SHOWN PLANT AT FINISHED GRADE. DO NOTBURY BOTTOM BRANCHES. PRUNEOUT DEAD AND BROKEN BRANCHES EXISTING SUBGRADE VARIES NOT TO SCALEEVERGREEN SHRUB PLANTING DETAIL NOTE: FOR MASSPLANTINGS EXCAVATEENTIRE BED &BACKFILL W/PREPARED SOIL. ROOT BALL RESTS ONEXISTING ORRECOMPACTED SOIL FINISHED GRADE 2-3 TIMES DIMENSIONOF ROOT BALL 3" MULCH - NO MORE THAN 1"ON TOP OF ROOT BALLPRIOR TO MULCHING, LIGHTLY TAMP SOILAROUND ROOT BALL IN 6" LIFTS TO BRACESHRUB. DO NOT OVER COMPACT. WHEN HOLEHAS BEEN BACKFILLED, DEEPLY WATERAROUND ROOT BALL TO SETTLE SOILLOOSEN SOIL. DIGAND TURN SOIL TOREDUCE COMPACTIONTO THE AREA ANDDEPTH SHOWN PLANT AT FINISHED GRADE. DO NOTBURY BOTTOM BRANCHES. PRUNEOUT ANY BROWN BRANCHES 40% ESTIMATED EVERGREEN PLANTINGS-PAVED PARKING AREAS LARGER THAN 5,000 SF HATCH KEY:HATCHLANDSCAPE MATERIALRIVER ROCKSEEDED LAWN -25% OF TOTAL GREEN SPACE SHALL BE LANDSCAPEDTO CONTRIBUTE TO AT-GRADE COVERAGE-EVERGREENS TO COMPRISE 25-70% OF PLANTINGS SHALL HAVE LANDSCAPE AREAS NO LESS THAN 15%OF PAVED AREA PLACED THROUGHOUT PARKING AREA13,603/1,500 = 9.1 ORNAMENTAL TREES13,603 x .25 = 3,401 SF AT GRADE COVERAGE3,406 SF AT GRADE COVERAGE9 ORNAMENTAL TREES-SHADE TREES TO BE INCORPORATED WHEREVER POSSIBLESYMBOLTYPELANDSCAPE SCHEDULEQUANTITY MEDIUM SHRUBS55SMALL SHRUBS26PERENNIALS92 SHADE TREES3ORNAMENTAL TREES9 OVERALL CONCEPTCOVERAGE 20 SF12 SF6 SF 0 SF0 SFAREA OF EVERGREEN TREES2 75 SFLARGE SHRUBS3438 SF COVERAGETOTAL 1,100 SF312 SF552 SF 0 SF0 SF150 SF1,292 SF 3,406 SF 3" MULCH VARIESVARIES EVERGREEN TREE PLANTING DETAILNOT TO SCALE SITUATE EXPOSED ROOT FLARE 2-3" DIG HOLE 2-3 TIMES WIDER THANDIAMETER OF ROOT BALLBACKFILL USING CLEAN EXISTING SOIL REMOVED FROM HOLE AND SUPPLEMENT ABOVE FINISHED GRADE WITH CLEAN NATIVE SOIL AS NECESSARY EXISTING SUBGRADEELIMINATE VOIDS, LIGHTLY TAMP, AND WATER WELL (SEE SPECIFICATIONS)BREAK UP SUBGRADE AND EXPOSED SIDESOF HOLE USING HAND TOOLS REMOVE BURLAP, TWINE,AND WIRE CAGE FROMTOP 1/3 OF ROOT BALL NOTE: ONLY USE TREE STAKING IFUNABLE TO STABILIZE TREEPROPERLY DURING BACKFILLING PRUNE BROKEN BRANCHES AFTERINSTALLATION AS NECESSARY S9 • DO NOT POUR TOP OF CANOPY COLUMN FOOTINGS MORE TH AN 6" BELOW TOP OF BUILDING FOUNDATION WALL. • TOP OF FOOTINGS SHOULD BE A MINIMUM OF 6" BELOW A DJACENT PAVING ELEVATION. CANOPY COLUMN FOOTING NOTES: A2.0 1 A2.1 1 A2.0 A2.1 2 2 1 A3.1 _________ COORD. w/ CIVIL 9'-0" 9'-9" 14'-7 1/8" 6'-0" 4 3/4" 2'-11 3/4" 3 3/8" 12'-1 3/8" 5'-1 1/4" 6 3/4" 6'-0" 6 3/4" 6'-0" 4 3/4" 2'-11 3/4" 3 3/8" 6 1/2" 13'-11" 6 1/2" 14'-9" 15'-0" 14'-9" 34'-0" 4'-3" 3'-4" 1'-1 1/2" 3 1/2" 3'-2" 3'-0" 1 2 29'-0" 6 9'-6" 7 8 DS DS DS 10 10 10 10 8'-10" 9" 8'-10" 8'-10" 9" 6'-0" COORD. w/ CIVIL 4'-11 29/32" 1 A3.0 _________ SERVICE AREA 101 TOILET 102 A2.2 1 A2.2 2 _________ A0.5 2 01 02 04 03 05 10 DS 11 STORAGE 104 COOLER 105 ACCESS HALL 103 SF3 SF2 SF2 SF1 1 A3.1 _________ 9'-9" 15'-0" 5'-3" 3'-3" 2'-1 1/2" 3 4 5 9 9 9 4'-6" 2'-11" MECH ACCESS ROOM 201 06 11" 3'-0" 1. ACCESS DOOR FOR CRAWLSPACE ACCESS. 2. MOP SINK - RE: PLUMBING DRAWINGS. 3. MECH. ACCESS DOOR AND LADDER - SUPPLIED BY OWNER. 4. STEP, CENTER ON DOOR. 5. PREFABRICATED COMPLIANT MECHANICAL SERVICE GUARDRAIL PER IBC SECTION 1015 - EACH SIDE. 6. PREFABRICATED COOLER BY NATIONAL MODULAR MANUFACTURING; COORD. LOCATION & SPECS WITH CIVIL & STRUCT. 7. ADA AUTO/MANUAL EGRESS CAPABLE. 8. ELECTRICAL EQUIPMENT - RE: ELECTRICAL DRAWINGS. PAINT TO MATCH BUILDING. 9. STOREFRONT SIGNS - SUPPLIED AND INSTALLED BY SIGN CONTRACTOR. 10. DOWNSPOUT CONNECTION TO STORMWATER SYSTEM PER CIVIL DRAWINGS. 11. SITE CONTRACTOR TO COORDINATE CIVIL AND STRUCTURAL DRAWINGS TO ENSURE ALL CANOPY COLUMN FOUNDATION PLATES AND BOLTS ARE CONSTRUCTED IN A MANNER THAT CONCEALS THEIR CONNECTIONS COMPLETELY BELOW GRADE, TYP. FLOOR PLAN KEYNOTES XX 2' 4' 0' 3/8" = 1'-0" NORTH SCALE: 3/8" = 1'-0" FIRST FLOOR PLAN 2' 4' 0' 3/8" = 1'-0" NORTH SCALE: 3/8" = 1'-0" MECH. ACCESS ROOM PROJECT INFORMATION PROFESSIONAL SEAL SHEET NUMBER JOB NUMBER PRELIMINARY DATES NOT FOR CONSTRUCTION 3/5/2026 9:12:18 AM C:\Revit Local\260004900_Arch_Central_25_kelly.hCFUB6.rvt A1.2 ARCHITECTURAL FLOOR PLANS 260004900 PROPOSED COFFEE SHOP FOR: 7-BREW BROWN DEER 4380 W. BROWN DEER RD. ● BROWN DEER, WI 53223 MAR. 5, 2026 FIRST FLOOR 100'-0" B.O. CANOPY 109'-3" T.O. PARAPET 111'-0 1/2" ATTIC FLOOR 109'-3 5/8" 1 A3.0 _________ T.O. ROOF 119'-3 7/16" 10 3 2 1 15 2 11 12 8 8 13 1 3 18 5 7 9 13 8 14 23 E C C C B B 21 21 F 25 A FF 2 1 22 16 FIRST FLOOR 100'-0" B.O. CANOPY 109'-3" ATTIC FLOOR 109'-3 5/8" 1 A3.0 _________ T.O. ROOF 119'-3 7/16" DRIVE THRU COFFEE EQ. 4'-9" EQ. B A C DD 21 21 20 23 3 16 17 9 2 E 8" 8" X X X 4 2 1 3 10 23 1 1'-0" 19 5'-2" 14 3'-0" 4'-10 1/2" A EQ. 6'-0" EQ. G 15 1. PRE -ENGINEERED ALUMINUM CANOPY BY OTHERS; REF STRUCTURAL. 2. SURFACE -MOUNTED LED NEON FLEX LIGHTING AS INDICATED (SHOWN DASHED), TYP.; REF ELECTRICAL. 3. MOUNTED SPEAKER SYSTEM; REF SYSTEMS PLAN. 4. ADDRESS NUMBERS TO BE 8" TALL x 2" BRUSH STROKE. 5. ELECTRICAL EQUIPMENT, PAINTED TO MATCH BUILDING; REF ELECTRICAL. 6. FROST PROOF FLUSH HOSE BIB. 7. EXTERIOR WEATHER -PROOF OUTLET; REF ELECTRICAL. 8. THROUGH WALL SCUPPER ROOF DRAIN. 9. SURFACE -MOUNTED LIGHTED SIGN BOX. 10. SAMSUNG DIGITAL DISPLAYS; INSTALLED IN FIELD BY IT PROVIDER; CHASE FOR DATA CABLE INSTALLED AT BUILDING MANUFACTURING FACILITY. 11. GUARDRAIL; 3' - 6' ABOVE ATTIC FLOOR. 12. HVAC EQUIPMENT. 13. OUTLINE OF MECHANICAL UNIT BEYOND. 14. PREFABRICATED COOLER BY NATIONAL MODULAR MANUFACTURING; COORD. LOCATION AND SPECS WITH CIVIL AND STRUCTURAL. 15. CANOPY HEATER. 16. 36" COOLER DOOR. 17. COOLER LOCK AND CONTROLS. 18. KNOX BOX. 19. 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE SIDE TAPE. 20. ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY SIGN CONTRACTOR. 21. ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR. 22. DOWNSPOUT OUTLET; CONNECT TO SUBGRADE STORMWATER CONNECTION; REF CIVIL. 23. PAINTED STRUCTURAL CANOPY COLUMN; RAINWATER DOWNSPOUT WITHIN; CONNECT BASE OF CANOPY COLUMN DOWNSPOUT TO STORMWATER MANAGEMENT SYSTEM; REF CIVIL. 24. PAINTED STRUCTURAL CANOPY COLUMN; REF CIVIL. 25. EXPOSED DOWNSPOUT, GALVANIZED, PAINTED; CONNECT TO SUB -GRADE STORM WATER COLLECTION SYSTEM; REF CIVIL. EXTERIOR ELEVATION KEYNOTES XX A. ARCHITECTURAL CEMENT BOARD SIDING (BRK -2). B. ARCHITECTURAL CEMENT BOARD SIDING (BRK -1). C. BRAKE METAL FASCIA (MP -2) D. SOFFIT PANELS (MP -2). E. STANDING SEAM ROOF PANELS (MP -2). F. METAL BRAKE CAP (MP -3). G. CLEAR ANODIZED ALUMINUM (MP -4) EXTERIOR ELEVATION MATERIALS XX FINISH MATERIALS SCHEDULE NOTES: a. SITE CONTRACTOR TO COORDINATE WITH PREFABRICATOR DIRECTLY TO DETERMINE SCOPE SPLIT OF ITEMS PROVIDED/INSTALLED/FINISHED WITHIN FABRICATION FACILITY VERSUS ON-SITE. b. PROVIDE COMPLETE ARCHITECTURAL SIDING SYSTEM AND ACCESSORIES, INCLUDING MATCHING MANUF FABRICATED CORNERS, FLASHINGS, AND TRIMS. SIDING INSTALLATION PER MANUF INSTALLATION INSTRUCTIONS. c. PROVIDE A MINIMUM OF TWO (2) COATS PAINT OVER ON E (1) COAT PRIMER ON ALL EXPOSED GYP BD IN SERVICE AREA AND TOILET. d. PROVIDE COMPLETE NICHIHA SYSTEM AND ACCESSORIES INCLUDING MATCHING MANUF. FABRICATED CORNERS, FLASHINGS, AND TRIMS. INSTALL PER MANUF. INSTALLATION INSTRUCTIONS. FINISH MATERIALS SCHEDULE BRK-1 SYMBOL ITEM DESCRIPTION REMARKS FRP-1 MP-2 MP-3 BRAKE METAL MP-4 BRAKE METAL PT-2 PAINT VT-1 RESILIENT VINYL FLOORING BRAKE METAL VB-1 RESILIENT VINYL BASE FRP WALL COVERING BRK-2 FIBER CEMENT PANEL SIDING BRAND: NICHIHA COLOR: MIDNIGHT STYLE: MODERN BRICK EXTERIOR WAINSCOT AND REAR WALL NOTES: a, d FIBER CEMENT PANEL SIDING EXTERIOR WALLS ABOVE WAINSCOT AND ATTIC REAR NOTES: b PT-1 PAINT BRAND: NICHIHA COLOR: SHALE BROWN STYLE: CANYON BRICK SERVICE AREA AND TOILET NOTES: a BRAND: NUDO FIBERLITE COLOR: WHITE STYLE: 4' x FULL HEIGHT x .090" METAL ROOF AND CANOPIES NOTES: a BRAND: BERRIDGE COLOR: ROYAL BLUE STYLE: LOW SHEEN SMOOTH METAL COPING AT REAR WALL NOTES: a BRAND: BERRIDGE COLOR: ZINC GREY STYLE: LOW SHEEN SMOOTH METAL COPING AT SIDE WALLS NOTES: a BRAND: BERRIDGE COLOR: ZINC GREY STYLE: LOW SHEEN SMOOTH CEILING TRIMS AND MISC TRIMS NOTES: a, c BRAND: SHERWIN WILLIAMS COLOR: "INDIGO" SW 6531 STYLE: EGGSHELL CEILING, INTERIOR TOILET ROOM WALLS, DOORS AND FRAMES NOTES: a, c BRAND: SHERWIN WILLIAMS COLOR: "FIRST STAR" SW 7646 STYLE: SEMI-GLOSS SERVICE AREA AND TOILET NOTES: a BRAND: AMARCO COLOR: LIGHT GRAY STYLE: PROTECT-ALL BASE SERVICE AREA AND TOILET NOTES: a BRAND: AMARCO COLOR: LIGHT GRAY STYLE: PROTECT-ALL FLOORING SCALE: 3/8" = 1'-0" A2.0 SOUTH ELEVATION 1 SCALE: 3/8" = 1'-0" A2.0 NORTH ELEVATION 2 PROJECT INFORMATION PROFESSIONAL SEAL SHEET NUMBER JOB NUMBER PRELIMINARY DATES NOT FOR CONSTRUCTION 3/5/2026 9:12:25 AM C:\Revit Local\260004900_Arch_Central_25_kelly.hCFUB6.rvt A2.0 ARCHITECTURAL EXTERIOR ELEVATIONS 260004900 PROPOSED COFFEE SHOP FOR: 7-BREW BROWN DEER 4380 W. BROWN DEER RD. ● BROWN DEER, WI 53223 MAR. 5, 2026 FIRST FLOOR 100'-0" B.O. CANOPY 109'-3" T.O. PARAPET 111'-0 1/2" 1 A3.1 _________ ATTIC FLOOR 109'-3 5/8" T.O. ROOF 119'-3 7/16" 2'-7 1/2" 2 20 2 1 21 7 B B B B A A A A C F F13 12 11 1 3 6 22 3'-0" 23 24 9 2'-0" 8'-1" 7'-5" 3 3" G FIRST FLOOR 100'-0" B.O. CANOPY 109'-3" T.O. PARAPET 111'-0 1/2" 1 A3.1 _________ ATTIC FLOOR 109'-3 5/8" T.O. ROOF 119'-3 7/16" 2 20 2 1 10 10 23 24 23 3 15 DRIVE THRU COFFEE 3'-4" 2'-7 1/2" 1'-9" 1 3 3'-0" B A A BB A B F 19 F 13 12 11 C 7'-5" 8'-1" 7 21 22 3" G G 1. PRE -ENGINEERED ALUMINUM CANOPY BY OTHERS; REF STRUCTURAL. 2. SURFACE -MOUNTED LED NEON FLEX LIGHTING AS INDICATED (SHOWN DASHED), TYP.; REF ELECTRICAL. 3. MOUNTED SPEAKER SYSTEM; REF SYSTEMS PLAN. 4. ADDRESS NUMBERS TO BE 8" TALL x 2" BRUSH STROKE. 5. ELECTRICAL EQUIPMENT, PAINTED TO MATCH BUILDING; REF ELECTRICAL. 6. FROST PROOF FLUSH HOSE BIB. 7. EXTERIOR WEATHER -PROOF OUTLET; REF ELECTRICAL. 8. THROUGH WALL SCUPPER ROOF DRAIN. 9. SURFACE -MOUNTED LIGHTED SIGN BOX. 10. SAMSUNG DIGITAL DISPLAYS; INSTALLED IN FIELD BY IT PROVIDER; CHASE FOR DATA CABLE INSTALLED AT BUILDING MANUFACTURING FACILITY. 11. GUARDRAIL; 3' - 6' ABOVE ATTIC FLOOR. 12. HVAC EQUIPMENT. 13. OUTLINE OF MECHANICAL UNIT BEYOND. 14. PREFABRICATED COOLER BY NATIONAL MODULAR MANUFACTURING; COORD. LOCATION AND SPECS WITH CIVIL AND STRUCTURAL. 15. CANOPY HEATER. 16. 36" COOLER DOOR. 17. COOLER LOCK AND CONTROLS. 18. KNOX BOX. 19. 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE SIDE TAPE. 20. ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY SIGN CONTRACTOR. 21. ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR. 22. DOWNSPOUT OUTLET; CONNECT TO SUBGRADE STORMWATER CONNECTION; REF CIVIL. 23. PAINTED STRUCTURAL CANOPY COLUMN; RAINWATER DOWNSPOUT WITHIN; CONNECT BASE OF CANOPY COLUMN DOWNSPOUT TO STORMWATER MANAGEMENT SYSTEM; REF CIVIL. 24. PAINTED STRUCTURAL CANOPY COLUMN; REF CIVIL. 25. EXPOSED DOWNSPOUT, GALVANIZED, PAINTED; CONNECT TO SUB -GRADE STORM WATER COLLECTION SYSTEM; REF CIVIL. EXTERIOR ELEVATION KEYNOTES XX A. ARCHITECTURAL CEMENT BOARD SIDING (BRK -2). B. ARCHITECTURAL CEMENT BOARD SIDING (BRK -1). C. BRAKE METAL FASCIA (MP -2) D. SOFFIT PANELS (MP -2). E. STANDING SEAM ROOF PANELS (MP -2). F. METAL BRAKE CAP (MP -3). G. CLEAR ANODIZED ALUMINUM (MP -4) EXTERIOR ELEVATION MATERIALS XX FINISH MATERIALS SCHEDULE NOTES: a. SITE CONTRACTOR TO COORDINATE WITH PREFABRICATOR DIRECTLY TO DETERMINE SCOPE SPLIT OF ITEMS PROVIDED/INSTALLED/FINISHED WITHIN FABRICATION FACILITY VERSUS ON-SITE. b. PROVIDE COMPLETE ARCHITECTURAL SIDING SYSTEM AND ACCESSORIES, INCLUDING MATCHING MANUF FABRICATED CORNERS, FLASHINGS, AND TRIMS. SIDING INSTALLATION PER MANUF INSTALLATION INSTRUCTIONS. c. PROVIDE A MINIMUM OF TWO (2) COATS PAINT OVER ON E (1) COAT PRIMER ON ALL EXPOSED GYP BD IN SERVICE AREA AND TOILET. d. PROVIDE COMPLETE NICHIHA SYSTEM AND ACCESSORIES INCLUDING MATCHING MANUF. FABRICATED CORNERS, FLASHINGS, AND TRIMS. INSTALL PER MANUF. INSTALLATION INSTRUCTIONS. FINISH MATERIALS SCHEDULE BRK-1 SYMBOL ITEM DESCRIPTION REMARKS FRP-1 MP-2 MP-3 BRAKE METAL MP-4 BRAKE METAL PT-2 PAINT VT-1 RESILIENT VINYL FLOORING BRAKE METAL VB-1 RESILIENT VINYL BASE FRP WALL COVERING BRK-2 FIBER CEMENT PANEL SIDING BRAND: NICHIHA COLOR: MIDNIGHT STYLE: MODERN BRICK EXTERIOR WAINSCOT AND REAR WALL NOTES: a, d FIBER CEMENT PANEL SIDING EXTERIOR WALLS ABOVE WAINSCOT AND ATTIC REAR NOTES: b PT-1 PAINT BRAND: NICHIHA COLOR: SHALE BROWN STYLE: CANYON BRICK SERVICE AREA AND TOILET NOTES: a BRAND: NUDO FIBERLITE COLOR: WHITE STYLE: 4' x FULL HEIGHT x .090" METAL ROOF AND CANOPIES NOTES: a BRAND: BERRIDGE COLOR: ROYAL BLUE STYLE: LOW SHEEN SMOOTH METAL COPING AT REAR WALL NOTES: a BRAND: BERRIDGE COLOR: ZINC GREY STYLE: LOW SHEEN SMOOTH METAL COPING AT SIDE WALLS NOTES: a BRAND: BERRIDGE COLOR: ZINC GREY STYLE: LOW SHEEN SMOOTH CEILING TRIMS AND MISC TRIMS NOTES: a, c BRAND: SHERWIN WILLIAMS COLOR: "INDIGO" SW 6531 STYLE: EGGSHELL CEILING, INTERIOR TOILET ROOM WALLS, DOORS AND FRAMES NOTES: a, c BRAND: SHERWIN WILLIAMS COLOR: "FIRST STAR" SW 7646 STYLE: SEMI-GLOSS SERVICE AREA AND TOILET NOTES: a BRAND: AMARCO COLOR: LIGHT GRAY STYLE: PROTECT-ALL BASE SERVICE AREA AND TOILET NOTES: a BRAND: AMARCO COLOR: LIGHT GRAY STYLE: PROTECT-ALL FLOORING SCALE: 3/8" = 1'-0" A2.1 EAST ELEVATION 1 SCALE: 3/8" = 1'-0" A2.1 WEST ELEVATION 2 PROJECT INFORMATION PROFESSIONAL SEAL SHEET NUMBER JOB NUMBER PRELIMINARY DATES NOT FOR CONSTRUCTION 3/5/2026 9:12:33 AM C:\Revit Local\260004900_Arch_Central_25_kelly.hCFUB6.rvt A2.1 ARCHITECTURAL EXTERIOR ELEVATIONS 260004900 PROPOSED COFFEE SHOP FOR: 7-BREW BROWN DEER 4380 W. BROWN DEER RD. ● BROWN DEER, WI 53223 MAR. 5, 2026 1. PRE -ENGINEERED ALUMINUM CANOPY BY OTHERS; REF STRUCTURAL. 2. SURFACE -MOUNTED LED NEON FLEX LIGHTING AS INDICATED (SHOWN DASHED), TYP.; REF ELECTRICAL. 3. MOUNTED SPEAKER SYSTEM; REF SYSTEMS PLAN. 4. ADDRESS NUMBERS TO BE 8" TALL x 2" BRUSH STROKE. 5. ELECTRICAL EQUIPMENT, PAINTED TO MATCH BUILDING; REF ELECTRICAL. 6. FROST PROOF FLUSH HOSE BIB. 7. EXTERIOR WEATHER -PROOF OUTLET; REF ELECTRICAL. 8. THROUGH WALL SCUPPER ROOF DRAIN. 9. SURFACE -MOUNTED LIGHTED SIGN BOX. 10. SAMSUNG DIGITAL DISPLAYS; INSTALLED IN FIELD BY IT PROVIDER; CHASE FOR DATA CABLE INSTALLED AT BUILDING MANUFACTURING FACILITY. 11. GUARDRAIL; 3' - 6' ABOVE ATTIC FLOOR. 12. HVAC EQUIPMENT. 13. OUTLINE OF MECHANICAL UNIT BEYOND. 14. PREFABRICATED COOLER BY NATIONAL MODULAR MANUFACTURING; COORD. LOCATION AND SPECS WITH CIVIL AND STRUCTURAL. 15. CANOPY HEATER. 16. 36" COOLER DOOR. 17. COOLER LOCK AND CONTROLS. 18. KNOX BOX. 19. 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE SIDE TAPE. 20. ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY SIGN CONTRACTOR. 21. ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR. 22. DOWNSPOUT OUTLET; CONNECT TO SUBGRADE STORMWATER CONNECTION; REF CIVIL. 23. PAINTED STRUCTURAL CANOPY COLUMN; RAINWATER DOWNSPOUT WITHIN; CONNECT BASE OF CANOPY COLUMN DOWNSPOUT TO STORMWATER MANAGEMENT SYSTEM; REF CIVIL. 24. PAINTED STRUCTURAL CANOPY COLUMN; REF CIVIL. 25. EXPOSED DOWNSPOUT, GALVANIZED, PAINTED; CONNECT TO SUB -GRADE STORM WATER COLLECTION SYSTEM; REF CIVIL. EXTERIOR ELEVATION KEYNOTES XX A. ARCHITECTURAL CEMENT BOARD SIDING (BRK -2). B. ARCHITECTURAL CEMENT BOARD SIDING (BRK -1). C. BRAKE METAL FASCIA (MP -2) D. SOFFIT PANELS (MP -2). E. STANDING SEAM ROOF PANELS (MP -2). F. METAL BRAKE CAP (MP -3). G. CLEAR ANODIZED ALUMINUM (MP -4) EXTERIOR ELEVATION MATERIALS XX FIRST FLOOR 100'-0" T.O. COOLER 110'-2" 3'-0" 14 13 A B F 8 2'-7 1/2" DRIVE THRU COFFEE 19 3'-3 1/2" 1'-9" 2'-7 1/2" 25 FIRST FLOOR 100'-0" T.O. COOLER 110'-2" 14 F B A 10'-2" 3'-0" 2'-7 1/2" 2'-7 1/2" 13 FINISH MATERIALS SCHEDULE NOTES: a. SITE CONTRACTOR TO COORDINATE WITH PREFABRICATOR DIRECTLY TO DETERMINE SCOPE SPLIT OF ITEMS PROVIDED/INSTALLED/FINISHED WITHIN FABRICATION FACILITY VERSUS ON-SITE. b. PROVIDE COMPLETE ARCHITECTURAL SIDING SYSTEM AND ACCESSORIES, INCLUDING MATCHING MANUF FABRICATED CORNERS, FLASHINGS, AND TRIMS. SIDING INSTALLATION PER MANUF INSTALLATION INSTRUCTIONS. c. PROVIDE A MINIMUM OF TWO (2) COATS PAINT OVER ON E (1) COAT PRIMER ON ALL EXPOSED GYP BD IN SERVICE AREA AND TOILET. d. PROVIDE COMPLETE NICHIHA SYSTEM AND ACCESSORIES INCLUDING MATCHING MANUF. FABRICATED CORNERS, FLASHINGS, AND TRIMS. INSTALL PER MANUF. INSTALLATION INSTRUCTIONS. FINISH MATERIALS SCHEDULE BRK-1 SYMBOL ITEM DESCRIPTION REMARKS FRP-1 MP-2 MP-3 BRAKE METAL MP-4 BRAKE METAL PT-2 PAINT VT-1 RESILIENT VINYL FLOORING BRAKE METAL VB-1 RESILIENT VINYL BASE FRP WALL COVERING BRK-2 FIBER CEMENT PANEL SIDING BRAND: NICHIHA COLOR: MIDNIGHT STYLE: MODERN BRICK EXTERIOR WAINSCOT AND REAR WALL NOTES: a, d FIBER CEMENT PANEL SIDING EXTERIOR WALLS ABOVE WAINSCOT AND ATTIC REAR NOTES: b PT-1 PAINT BRAND: NICHIHA COLOR: SHALE BROWN STYLE: CANYON BRICK SERVICE AREA AND TOILET NOTES: a BRAND: NUDO FIBERLITE COLOR: WHITE STYLE: 4' x FULL HEIGHT x .090" METAL ROOF AND CANOPIES NOTES: a BRAND: BERRIDGE COLOR: ROYAL BLUE STYLE: LOW SHEEN SMOOTH METAL COPING AT REAR WALL NOTES: a BRAND: BERRIDGE COLOR: ZINC GREY STYLE: LOW SHEEN SMOOTH METAL COPING AT SIDE WALLS NOTES: a BRAND: BERRIDGE COLOR: ZINC GREY STYLE: LOW SHEEN SMOOTH CEILING TRIMS AND MISC TRIMS NOTES: a, c BRAND: SHERWIN WILLIAMS COLOR: "INDIGO" SW 6531 STYLE: EGGSHELL CEILING, INTERIOR TOILET ROOM WALLS, DOORS AND FRAMES NOTES: a, c BRAND: SHERWIN WILLIAMS COLOR: "FIRST STAR" SW 7646 STYLE: SEMI-GLOSS SERVICE AREA AND TOILET NOTES: a BRAND: AMARCO COLOR: LIGHT GRAY STYLE: PROTECT-ALL BASE SERVICE AREA AND TOILET NOTES: a BRAND: AMARCO COLOR: LIGHT GRAY STYLE: PROTECT-ALL FLOORING PROJECT INFORMATION PROFESSIONAL SEAL SHEET NUMBER JOB NUMBER PRELIMINARY DATES NOT FOR CONSTRUCTION 3/5/2026 9:12:20 AM C:\Revit Local\260004900_Arch_Central_25_kelly.hCFUB6.rvt A2.2 ARCHITECTURAL EXTERIOR ELEVATIONS 260004900 PROPOSED COFFEE SHOP FOR: 7-BREW BROWN DEER 4380 W. BROWN DEER RD. ● BROWN DEER, WI 53223 MAR. 5, 2026 SCALE: 3/8" = 1'-0" A2.2 EAST COOLER ELEVATION 1 SCALE: 3/8" = 1'-0" A2.2 WEST COOLER ELEVATION 2