Building Board Regular Meeting Materials (PDF)

BUILDING BOARD MEETING MONDAY, August 17, 2026 Virtual Meeting Phone/Video 4:00 P.M. P LEASE TAKE NOTICE that a meeting of the Brown Deer Building Board will be held virtually. The public can access this meeting of the Building Board by dialing 1-312-626-6799. The public would then need to enter the code: 838 2556 3899 to join the meeting. The public can also join by video using the following link https://us02web.zoom.us/s/83825563899 Please remember to mute your microphone to reduce background noise. The following items of business will be discussed and possibly acted upon: I R oll Call II P ersons Desiring to be Heard III C onsideration of Minutes: July 20, 2026 IV O ld Business 1. N one V Plans Submitted for Consideration: 1. R esubmittal – New Restaurant, Chipotle – 9046 N. Green Bay Road 2. Sign Package – Staples Express Car Wash – 8300 N. Teutonia Ave. 3. Sign Package, 7Brew – 4380 W. Brown Deer Road VI A djournment Caren Brustmann Caren Brustmann, Village Clerk August 13, 2026 P ERSONS REQUIRING SPECIAL ACCOMMODATIONS FOR ATTENDANCE AT THE MEETING SHOULD CONTACT THE VILLAGE CLERK AT LEAST ONE BUSINESS DAY PRIOR TO THE MEETING. MINUTES OF THE BROWN DEER BUILDING BOARD Virtual Meeting Phone/Video July 20, 2026 The meeting was called to order at 4:00 p.m. I ROLL CALL Present: Mary Buckley, Will Manley, Chris Eger, Nicole Robbins, Ryan Thacker Excused: None Also Present: Nate Piotrowski, Community Development Director; Latonya Jeffries, Visions Tax; Drew Goeke, Lingle Design; Luke Stater, Woodsonia Real Estate II PERSONS DESIRING TO BE HEARD None III CONSIDERATION OF MINUTES Mr. Eger motioned, and Ms. Robbins seconded to approve the minutes of June 15, 2026. Approval was unanimous. IV OLD BUSINESS 1. None V PLANS SUBMITTED FOR CONSIDERATION The following items were on the agenda for review: 1. New Sign – Visions Tax, 3900 W. Brown Deer Road Suite 100 Mr. Piotrowski reviewed the proposal and introduced Latonya Jeffries from Visions Tax . Mr. Piotrowski noted that the sign conformed to all code requirements. Mr. Thacker motioned for approval of the sign and Mr. Manley seconded. Motion to approve the sign was unanimous. 2. Resubmittal – New Mixed -Use Commercial and Multi -Family Residential Building - Riverside Landing, 9044 N. Green Bay Road Mr. Piotrowski reviewed the proposal and introduced Luke Stater of Woodsonia Real Estate. Mr. Stater described the changes to the NE corner of the building, the central stacking of the mechanical units on the roof and the additional line of color along the parapet. He also detailed the proposed building materials, the trash enclosure and the landscape screen ing for the rear wall of the commercial space. Mr. Eger stated that he appreciated the changes to the NE corner and found the rede sign to be an improvement. Mr. Manley added that all the additional information and design changes addressed his previous concerns and questions. Mr. Thacker also agreed that the revisions and added details were satisfactory. Mr. Eger motioned for approval of the building plans and Ms. Robbins seconded. Motion to approve the building plan was unanimous. 3. New Restaurant, Chipotle – 9046 N. Green Bay Road Mr. Piotrowski reviewed the proposal and introduced Drew Goeke from Lingle Design, the architect for the project. Mr. Goeke presented the proposed design and indicated that he heard several concerns from staff prior to the meeting including the amount of EIFS. Mr. Eger stated that he was concerned about the EIFS at lower heights on the north and east elevations. He suggested using the same black metal paneling from the west elevation in place of much of the EIFS. A discussion as to height of paneling ensued and it was determined that matching the window height would be best on both elevations. Mr. Lingle asked if the Board was ok with the exterior ladder. Mr. Eger stated that this was concerning due to the visibility towards the new residential building. Mr. Lingel stated that the ladder could be internalized. Mr. Eger stated that there was also concern about the lack of screening of rooftop mechanicals for similar reasons. Mr. Lingle stated that Chipotle could add a screening system. It was consensus of the Board that they would like a screening system added. Mr. Thacker stated that he had concerns regarding the monotonous look of the brick on the main drive-thru elevation. Mr. Lingle suggested that brick pillars could be added to help break up the elevation. Mr. Manley stated that this might be a good solution. Mr. Eger and Mr. Thacker thought it might distract from the modern aesthetic and suggested an expansion of the darker panel that framed the drive-through window. Mr. Lingle stated that he would explore such an expansion. It was consensus of the Board to request a resubmittal of the building plans. VI ADJOURNMENT Mr. Eger moved adjournment and Mr. Manley seconded. Approval was unanimous. The meeting adjourned at 4:25 p.m. The next regularly scheduled meeting is August 3, 2026 Nate Piotrowski ______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ Development Director, Village of Brown Deer N GREEN BAY ROAD N DEERWOOD DRIVE N GREEN BAY ROAD N DEERWOOD DRIVE SIDEWALK, TYP. REFER TO CIVIL DRAWINGS 400 SF CONCRETE PATIO SLAB, REFER TO CIVIL DRAWINGS DUMPSTER ENCLOSURE, PAD APRON AND BOLLARDS 1,500 GALLON EXCLUSIVE GREASE INTERCEPTOR, REFER TO CIVIL AND PLUMBING DRAWINGS CURB, TYP. REFER TO CIVIL DRAWINGS LIMITS OF CONSTRUCTION LANDSCAPING AND IRRIGATION, REFER TO CIVIL PLANS ADA PARKING SPACES, REFER TO CIVIL DRAWINGS SP101 1 PAVEMENT MARKINGS, TYP. U.N.O. REFER TO CIVIL DRAWINGS SP102 10 ADA RAMP, REFER TO CIVIL DRAWINGS CLEARANCE BAR AND FOUNDATION BY TSV, SEE 3/SP100 DIRECTIONAL SIGNAGE, AND FOUNDATION BY TSV, REFER TO 2/SP100 AND ELECTRICAL DRAWINGS (3) PICK-UP PARKING SPACES MARKED WITH WHITE NUMBERS PARALLEL TO STRIPING AND CENTERED IN SPACE (1) 1" CONDUIT FOR LOOP DETECTOR, CENTERED ON PICK-UP WINDOW; REFER TO ELECTRICAL DRAWINGS ADJACENT PROPERTY (N.I.C.) 6" BOLLARD, REFER TO CIVIL DRAWINGS (3) POLE SIGNS FOR PICK-UP PARKING SPACES; SIGNAGE BY TSV, INSTALLED BY GC, SEE SP101 12'W x 44'L CONCRETE DRIVE AISLE; EXTEND TO 12 LF BEYOND THE CENTERLINE OF PICK-UP WINDOW MONUMENT SIGN; STRUCTURE AND POWER BACK TO BUILDING BY CHIPOTLE GC, SIGN PROVIDED BY TSV 2,385 S.F. ACCESSIBLE PATH OF TRAVEL TO TRASH ENCLOSURE ACCESSIBLE PATH OF TRAVEL TO PUBLIC R.O.W. 12 8 7 2 6" BOLLARD, REFER TO CIVIL DRAWINGS NOTE: ALL CONDUIT TO BE CENTERED BELOW FUTURE SIGNAGE BY TSV (1) 1" CONDUIT FOR CLEARANCE BAR, REFER TO ELECTRICAL DRAWINGS 1' - 2 1/2" 1' - 8" GENERAL NOTES 1. 2. STENCILS FOR PARKING MARKINGS AVAILABLE FROM PAVEMENT STENCIL COMPANY, PHONE: (800) 250-5547, EMAIL: STENCILS@PAVEMENTSTENCIL.COM NOTE: ARCHITECTURAL SITE PLAN IS FOR REFERENCE ONLY. GC TO BUILD FROM CIVIL DRAWINGS. IF THERE IS A DISCREPANCY BETWEEN ARCHITECTURE AND CIVIL, CONTACT ARCHITECT IMMEDIATELY. 3. ALL SITE WORK INCLUDING PAVING, CURBING, PARKING, PARKING LOT LIGHTING, SIDEWALKS, LANDSCAPING AND DUMPSTER ENCLOSURE ARE EXISTING U.N.O. STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: 614.318.2400 INTERNET: WWW.CHIPOTLE.COM COPYRIGHT 2025 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. Project No. Contents: Drawn: Issue Record: Checked: # Revisions: BROWN DEER 9020 N GREEN BAY RD, BROWN DEER, WI 53209 EL 6412 ARCHITECTURAL SITE PLAN SP100 6412 DG ARCHITECTURAL REVIEW ARCHITECTURAL REVIEW 06/23/2026 08/04/2026 3/64" = 1'-0"SP100 ARCHITECTURAL SITE PLAN1 1/4" = 1'-0"SP100 ARCHITECTURAL SITE PLAN DIMENSIONED2 N GREEN BAY ROAD N DEERWOOD DRIVE 6" 3' - 6" 5' - 0" FINISH TOP W/ ROUNDED CONC. FORM. 8" DIA. SCHED. 40 STEEL POST FILLED W/ CONC. PAINTED TO MATCH STOREFRONT TO PREVENT CRACKING IN SLAB WRAP PIPE W/3-LAYERS OF 30# FELT PAPER FROM 2" ABOVE T.O. SLAB DOWN TO T.O. FTG.. CUT OFF EXCESS FELT ABOVE SLAB AFTER CURE FINISHED CONC. TO SLOPE AWAY FROM BOLLARD. EXISTING CONCRETE SLAB 18" Ø CONCRETE FTG. 1' - 0"1' - 7" 6"2"6"3"1" 1-1/2" I.D. x 6" LONG STEEL PIPE SLEEVE FLUSH WITH TOP OF PAVING - PROVIDE AT CLOSED AND FULLY OPEN POSITION, TYPICAL CONCRETE PAVING 3/4" DIAMETER STEEL CANE BOLT BOTTOM OF GATE PIPE SLEEVE - WELD TO FRAME, PAINTED GALVANIZED FINISH 1/8" BAR IN "ZEE" PROFILE, 1" WIDE - PROFILE TO ACCEPT CANE BOLT - WELD TO FRAME TRASH ENCLOSURE DOOR: 2" X 2" X 1/4" STEEL ANGLE STILES & RAILS WITH 1-1/2" 22 GA GALVANIZED CORRUGATED METAL DECKING "C" PANELS & 1-1/4" x 1-1/4" x 3/16" STEEL ANGLE BRACE 5" 6" CONCRETE SLAB W/ #4 BAR @18" C/C EACH WAY OVER COMPACTED GRANULAR FILL - SLOPE TOWARDS DOORS TO ENSURE POSITIVE DRAINAGE GRADE - REFER TO CIVIL DRAWINGS - SLOPE AWAY FROM ENCLOSURE 2 - #5 CONTINUOUS #5 CONTINUOUS DOWELS TO MATCH VERTICAL WALL REINFORCING OR FULL HEIGHT BARS AT CONTRACTOR'S CHOICE 1' - 2" 3" CLR TYP 3" CLR TYP -3' - 0" #5 W/24" LEGS @ 16" O.C. 2' - 6" REBAR LAP 8" BLOCK, SEE PLAN FOR REINFORCEMENT GROUT TOP COURSE SOLID PREFINISHED METAL COPING AND HOLD DOWN CLIPS W/ CONTINUOUS DRIP EDGES @ EACH SIDE 4" 4" 7' - 6" 7' - 6" AFF T/O COPING 7' - 4" AFF T/O MASONRY 9" DIA. SCHEDULE 80 STEEL PIPE PIVOT - PROVIDE STEEL SHIM BETWEEN PIVOT & BOLLARD GREASE FITTING AT EACH HINGE POINT 2" x 2" x 1/4" STL. ANGLE DOOR FRAME (STILES & RAILS) - WELD TO DOOR PIVOT - SHOP PRIME & PAINT 8" DIA. SCHEDULE 40 STEEL BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP. ENCASE IN 24" DIA CONCRETE BASE 36" DEEP TRASH ENCLOSURE DOOR: 2" x 2" x 1/4" STEEL ANGLE STILES & RAILS W/ 1-1/2", 22 GA GALVANIZED CORRUGATED METAL DECKING "C" PANELS & 1-1/4" x 1-1/4" X 3/16" STEEL ANGLE BRACE - SHOP PRIME ANGLES & PAINT 1' - 0"2" TYP 3/16 PAINTED GALVANIZED METAL CHANNEL 9" SCHEDULE 80 STEEL PIPE PIVOT - PROVIDE STEEL SHIM BETWEEN PIVOT & BOLLARD 8" DIA SCHEDULE 40 BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP. ENCASE IN 24" DIA CONCRETE BASE 36" DEEP GREASE FITTING AT EACH HINGE POINT GROUT CORES OF END BLOCK SOLID & PROVIDE #5 REBAR AS SHOWN 2" X 2" X 1/4" STL ANGLE DOOR FRAME (STILES & RAILS) - WELD TO DOOR PIVOT - SHOP PRIME & PAINT 16" X 8" BLOCK 8" 1-1/2", 22 GA GALVANIZED CORRUGATED METAL DECKING "C" PANELS (LEAVE RAW) - WELD TO DOOR FRAME AS SHOWN 7 5/8" NOTE: ALTERNATE OPTION FOR 9" SCHEDULE 80 STEEL PIPE = 3/8" WALL D.O.M. TUBING W/ 9-1/2" OD X 8 3/4" ID ALT OPTION FOR HINGE = (3) WELD-ON GORILLA HINGES BY GUARDIAN HARDWARE - CONFIRM WITH CM MATERIAL COLOR/FINISH CMU PAINTED 'KNIGHT'S ARMOR' PPG 1001-6 METAL COPING PREFINISHED BLACK GALVANIZED CORRUGATED METAL DOOR PANEL CMU - PRIMER REFER TO PAINT SPECIFICATIONS, COLOR 'WHITE' DOOR FRAMES & ANGLES PAINTED 'KNIGHT'S ARMOR' PPG 1001-6 DUMPSTER ENCLOSURE FINISH SCHEDULE 8" INTERIOR BOLLARDS FILLED WITH CONCRETE, TYP, SEE 9/SP102 8 YARD RECYCLING DUMPSTER 6' WIDE X 6' LONG X 7' HIGHDUMPSTER PAD TO BE SEALED SP102 5 8" GATE BOLLARDS FILLED WITH CONCRETE SP102 4 SP102 3 SP102 1 8 YARD TRASH DUMPSTER 6' WIDE X 6' LONG X 7' HIGH SP1022 HEAVY DUTY CONCRETE APRON 10' - 0" MIN. 6" MAN DOOR BOLLARD FILLED WITH CONCRETE 3'-0" MAN DOOR 7 SP102 SP102 13 SP102 11 #5 VERTICAL AT 32" O.C. AND EACH CORNER, TO BE CENTERED IN CELL, TYP. 2' - 8"4' - 0"7' - 4" 14' - 0"8" 7 5/8"5' - 5"8' - 7 3/8" 7 5/8"3' - 0 1/4"4' - 0"4' - 8"4' - 0"3' - 0 1/4"7 5/8" 7 5/8"18' - 8 3/8"7 5/8" 19' - 4" REFER TO CIVIL DRAWINGS 8' DEEP X 10' WIDE CLEAR FLOOR AREA REQUIRED PER 8 YD DUMPSTER 19' - 11 5/8" CLEAR TYP 10' - 0" 8" INTERIOR BOLLARDS FILLED WITH CONCRETE, TYP, SEE 9/SP102 COMPOST TOTER TYP OF THREE (3) 55 GALLON GREASE DRUM BOLLARD & PIVOT, SEE 6/SP102 CLOSER HASP SEE 8/SP102 TYP. 1/8 7' - 6" 6"6' - 10"2" PREFINISHED METAL COPING, REFER TO FINISH SCHEDULE BOLLARD AND PIVOT MAN DOOR, REFER TO FINISH SCHEDULE 8" X 16" BLOCK, REFER TO FINISH SCHEDULE 7' - 6" 4" 1" 3" 6' - 10"4" 7' - 4" AFF T/O MASONRY 7' - 2" AFF T/O COPING BOLLARD & PIVOT, SEE 6/SP102 7' - 6" 4" PREFINISHED METAL COPING, REFER TO FINISH SCHEDULE 7' - 2" AFF T/O COPING 7' - 4" AFF T/O MASONRY PREFINISHED METAL COPING, REFER TO FINISH SCHEDULE 8" X 16" BLOCK, REFER TO FINISH SCHEDULE 7' - 6" 4" 7 SP102 8" x 16" CMU BLOCK 6" DIA. SCHEDULE 40 STL. BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP. EMBED 2'-3" INTO CONCRETE PIER 7" DIA. SCHEDULE 80 x 1'-0"STEEL PIPE PIVOTS - PROVIDE STL. SHIM BETWEEN PIVOT & BOLLARD - WELD PIVOT TO DOOR, REFER TO DETAIL 12/SP102. GREASE FITTING AT EACH HINGE POINT 6" PAINTED GALVANIZED METAL CHANNEL NOTE: ALTERNATE OPTION FOR 7" SCHEDULE 80 STEEL PIPE = 3/8" WALL D.O.M. TUBING W/ 7-1/2" OD X 6-3/4" ID ALT OPTION FOR HINGE = (3) WELD-ON GORILLA HINGES BY GUARDIAN HARDWARE - CONFIRM WITH CM 6" DIA. SCHEDULE 40 STEEL BOLLARD GROUT SOLID & ROUND & TROWEL @ TOP. EMBED 3'-6" INTO CONCRETE PIER TRASH ENCLOSURE DOOR: 2" x 2" x 1/4" STEEL ANGLE STILES & RAILS WITH 1-1/2" GA GALVANIZED CORRUGATED METAL DECKING "C" PANELS & 1-1/4" x 1-1/4" x 3/16" STEEL ANGLE BRACE - SHOP PRIME ANGLES & PAINT 7" DIA. SCHEDULE 80 x 1'-0"STEEL PIPE PIVOTS - PROVIDE STEEL SHIM BETWEEN PIVOT & BOLLARD - WELD PIVOT TO DOOR. SHOP PRIME AND PAINT 3/16 TYP GREASE FITTING AT EACH HINGE POINT CMU BLOCK MAN DOOR PAINTED GALVANIZED METAL CHANNEL STEEL PLATE WELDED TO FRAME ANGLE WITH HANDLE CMU BLOCK MAGNETIC CATCH 2" X 2" X 12" ANGLE. BOLT TO BLOCK STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: 614.318.2400 INTERNET: WWW.CHIPOTLE.COM COPYRIGHT 2025 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. Project No. Contents: Drawn: Issue Record: Checked: # Revisions: BROWN DEER 9020 N GREEN BAY RD, BROWN DEER, WI 53209 EL 6412 DUMPSTER PLAN & DETAILS SP102 6412 DG ARCHITECTURAL REVIEW ARCHITECTURAL REVIEW 06/23/2026 08/04/2026 1/2" = 1'-0"SP102 TYP. BOLLARD DETAIL9 1 1/2" = 1'-0"SP102 TYPICAL CANE BOLT DETAIL8 3/4" = 1'-0"SP102 DUMPSTER DETAIL7 1 1/2" = 1'-0"SP102 DUMPSTER DOOR PIVOT6 1 1/2" = 1'-0"SP102 DUMPSTER WALL DETAIL5 1/4" = 1'-0"SP102 DUMPSTER PLAN10 1/4" = 1'-0"SP102 DUMPSTER ELEVATION3 1/4" = 1'-0"SP102 DUMPSTER ELEVATION4 1/4" = 1'-0"SP102 DUMPSTER ELEVATION1 1/4" = 1'-0"SP102 DUMPSTER ELEVATION2 1 1/2" = 1'-0"SP102 MAN DOOR PIVOT DETAIL11 1 1/2" = 1'-0"SP102 MAN DOOR PIVOT12 1 1/2" = 1'-0"SP102 MAN DOOR LATCH DETAIL13 TREATED WOOD NAILER ANGULAR RING SHANK NAIL 12" O.C. 24 GA COUNTER FLASHING GROMMETED FASTENER 12" O.C. VERTIBOND ADHESIVE ADHESIVE FASTENER AND PLATE 12" 0.C. HOT AIR WELD INSULATION* SINGLE - PLY MEMBRANE SUBSTRATE HVAC 8" MIN. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. USE PREFABRICATED OUTSIDE CORNERS. 4. INSULATION MUST BE SECURELY FASTENED. 5. *GLASS - FACED POLYISO INSULATION IS OPTIONAL AND MAY NOT BE REQUIRED ON EVERY PROJECT. IF INSULATION IS NOT REQUIRED, THE MEMBRANE MUST BE ADHERED TO AN APPROVED SURFACE. EPDM PIPE FLASHING TPO POLYURETHANE CAULK (BEADED) EPDM SEALING MASTIC CLAMPING RING EPDM LAP CAULK (BEADED) EPDM PRE-MOLDED PIPE BOOT ANCHOR DISC AND ACCEPTABLE FASTENER (NOTE 1) ROOF INSULATION ROUND ROOF PROJECTION EPDM LAP CEMENT EPDM TAPE PRIMER/WASH EPDM BONDING CEMENT (FOR ADHERED SPEC. ONLY) 1. 2. 3. 4. NOTE: WITH MECHANICALLY FASTENED OR BALLASTED SPECIFICATIONS, MEMBRANE MUST BE MECHANICALLY ATTACHED WITH 2" (50 mm) ANCHOR DISC AND ACCEPTABLE FASTENERS (MINIMUM OF 4 PER PIPE). DO NOT OVERLAP THE FLANGES FROM ADJACENT PIPE FLASHINGS. ANY SEAM UNDER BOOT FLANGE TO BE TREATED AS T-JOINT. BOTH SURFACES TO BE MATED MUST BE CLEANED WITH TAPE PRIMER/WASH. EPDM TAPE PRIMER/WASH MUST BE COMPLETELY DRY AND TACK FREE BEFORE APPLYING EPDM LAP CEMENT. FULLY ADHERED THERMOPLASTIC MEMBRANE (PVC) ROOFING SYSTEM OVER 1/2"PROTECTION BOARD OVER MIN. R-30 CI, REFER TO SPECIFICATIONS, NOTE INSULATION SHOULD NOT BE LESS THAN 6" AT MINIMUM POINT. WOOD TRUSSES BELOW, REFER TO STRUCTURAL DRAWINGS SLOPE METAL COPING, TYP. 1/4" / 1'-0" SLOPE 1/4" / 1'-0" PREFINISHED METAL CANOPY, TYP. OF TWO (2), FIELD VERIFY DIMENSIONS WITH INSTALLED STEEL DIMENSIONS; REFER TO EXTERIOR ELEVATIONS PREFINISHED METAL CANOPY, TYP. OF TWO (2), FIELD VERIFY DIMENSIONS WITH INSTALLED STEEL DIMENSIONS PRIMARY ROOF DRAIN REFER TO PLUMBING DRAWINGS AND DETAILS ON THIS SHEET OVERFLOW ROOF DRAIN REFER TO A100 AND PLUMBING DRAWINGS PRIMARY ROOF DRAIN REFER TO PLUMBING DRAWINGS AND DETAILS ON THIS SHEET OVERFLOW ROOF DRAIN, REFER TO A100 AND PLUMBING DRAWINGS EXTERIOR ROOF LADDER SIGN BY TSV, TYP. GC TO PATCH AND REPAIR WALL AND COORDINATE PENETRATIONS WITH VENDOR AS REQUIRED FOR SIGN INSTALLATION ROOF HYDRANT, SEE P100 HOOD BELOW ROOF PROVIDE TAPERED INSULATION CRICKET AT ALL EQUIPMENT CURBS SLOPE 1/4" / 1'-0" AIR INTAKE, SEE M100 VTR, SEE P110 PROVIDE TAPERED INSULATION CRICKET TO ROOF DRAINS, TYP. CANOPY 10' - 6 1/2" CANOPY (BELOW) 10' - 6 1/2" INSTALL ROOFTOP WALKING PADS AROUND RTU'S AND EF-1. FOLLOW ROOF MANUFACTURER REQUIRMENTS, TYP. PLYWOOD DECK (A/C FINISH GRADE) AND WOOD TRUSSES ARE EXPOSED IN TENANT'S DINING AREA AND NEED TO BE FREE AND CLEAR OF MARKINGS 10'-0" RADIUS CLEARANCE FOR FRESH AIR INTAKES THROUGH-ROOF CONDUIT FOR CELL BOOSTER, REFER TO ELECTRICAL DRAWINGS SLOPE 1/4" / 1'-0" R-49 ATTIC BATT INSULATION BELOW ROOF OVERHANG THIN BRICK ON BACK SIDE OF PARAPET, REFER TO WALL SECTIONS 9' - 8"1' - 0 3/4" 4' - 6 1/2" 6' - 1 1/2" 15' - 11 5/8" 23' - 5 1/4" 34' - 5" 45' - 3 3/4" 48' - 4" 50' - 7 7/8" 55' - 0 1/2" 56' - 7 1/2" 1' - 11" 15' - 0 1/8" 15' - 0" 10' - 0" 1' - 11" SIGN BELOW OVERHANG BY TSV, TYP. GC TO PATCH AND REPAIR WALL AND COORDINATE PENETRATIONS WITH VENDOR AS REQUIRED FOR SIGN INSTALLATION RTU-2 CU-1CU-2 EF-2 EF-1 MAU-1 RTU-1 CU-3 4' - 2" 4' - 5 1/2"6' - 6 1/4" 4' - 0 3/4" 1' - 5 1/2"1' - 5 1/2" 1' - 2" 12' - 4 7/8"3' - 7 3/4" 2' - 2 1/2" 3' - 8 3/8"2' - 2 1/2" 5' - 11 5/8"5' - 11" 2' - 0 3/8" 4' - 5 1/2"6' - 6 1/4" 4' - 2" WATER HEATER FLUE, SEE M100 ROOFTOP SCREENING, TYP. ZURN INDUSTRIES LIMITED ROOF DRAIN MODEL NO. Z125 RIGID INSULATION; TAPER TOWARDS DRAIN AS SHOWN RAIN WATER LEADER - REFER TO A110 & PLUMBING DRAWINGS 2' - 0" MIN. TO EDGE OF TAPERED AREA CLAMPING RING/GRAVEL GUARD DURO-LAST APPROVED SEALANT - CAULK (1/2 TUBE MINIMUM), SB-240, OR STRIP-MATIC DURO-LAST MEMBRANE (SEE NOTE) ROOF DECK, REFER TO STRUCTURAL DRAWINGS COVER BOARD DRAIN EXTENSION FLANGE NOTE: DURO-LAST MEMBRANE MUST EXTEND BEHOND THE INSIDE OF THE CLAMPING RING. BE SURE THE OPENING WHERE WATER PASSES THROUGH THE MEMBRANE IS NOT SMALLER THAN THE OPENING OF THE DRAIN. PROVIDE OVERFLOW COLLAR AT OVER FLOW DRAIN NOTE: UTILITIES BY GC, REFER TO MECHANICAL DRAWINGS.HVAC EQUIPMENT DESCRIPTION MAKE UP AIR UNIT & CURBS ROOF TOP UNITS & CURBS TEST & BALANCE SYSTEM EXHAUST FANS & CURBS SUPPLIED BY HS HES TAB HS INSTALLED BY GC GC - GC UTILITY ELEC GAS WATER SEWER CURB FURNISHED BY HS, INSTALLED BY GC CURB FURNISHED BY HS, INSTALLED BY GC FURNISH HVAC TEST & BALANCE PER TENANT'S NATIONAL ACCOUNT PROGRAM. CURB FURNISHED BY HS, INSTALLED BY GC REMARKS STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: 614.318.2400 INTERNET: WWW.CHIPOTLE.COM COPYRIGHT 2025 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. Project No. Contents: Drawn: Issue Record: Checked: # Revisions: BROWN DEER 9020 N GREEN BAY RD, BROWN DEER, WI 53209 EL 6412 ARCHITECTURAL ROOF PLAN A140 6412 DG ARCHITECTURAL REVIEW ARCHITECTURAL REVIEW 06/23/2026 08/04/2026 1/2" = 1'-0"A140 CURB FLASHING3 1/2" = 1'-0"A140 BOOT DETAIL2 1/4" = 1'-0"A140 ROOF PLAN1 1 1/2" = 1'-0"A140 ROOF DRAIN DETAIL4 GENERAL ROOF NOTES 1. SEE STRUCTURAL DRAWINGS FOR LOCATIONS AND SIZE OF STRUCTURAL ROOF REINFORCEMENTS. 2. SEE MECHANICAL PLANS FOR ROOF TOP EQUIPMENT. 3. COORDINATE ALL ROOF PENETRATIONS, FLASHING, AND REPAIR W/ TENANT ROOF TOP EQUIPMENT PRIOR TO COMMENCEMENT OF WORK. 4. DIMENSIONS FOR ROOF TOP EQUIPMENT WITH CURBS IS TO THE OUTSIDE FACE OF THE CURB. DIMENSIONS FOR EQUIPMENT WITHOUT CURBS ARE TO THE CENTER OF THE UNIT. ALL DIMENSIONS ARE FOR REFERENCE ONLY. ROOFING CONTRACTOR TO ADJUST AS NECESSARY IN FIELD. CONTACT ENGINEERING CONSULTANTS FOR ANY MAJOR MODIFICATIONS TO LAYOUT. 5. JOISTS FOR SHELL BUILDING ARE TO BE DESIGNED FOR THE RTU WEIGHTS AND PLACEMENT EXHIBITED. IF LOCATION OR ORIENTATION OF A UNIT MUST CHANGE, NOTIFY ARCHITECT IMMEDIATELY. 6. SEE M700 FOR PENETRATION DETAILS AT RTUS AND THE EXHAUST FAN. 7. PROVIDE INSULATED CURBS FOR ALL EQUIPMENT IN EXPOSED DECK AREA ONLY. 8. PROVIDE TAPERED INSULATION CRICKET AT ALL EQUIPMENT CURBS. 9. LOCATE ALL UNITS SO DUCT DROPS BETWEEN TRUSS JOISTS. NOTIFY ARCHITECT IMMEDIATELY IF ANY UNITS NEED TO SHIFT FROM PLAN LOCATION SHOWN. FINISHED FLOOR 100' - 0" T.O. BRICK WALL 118' - 8" TRUSS BEARING 111' - 10" PREFINISHED BLACK METAL COPING, TYP. EIFS SYSTEM, COLOR MATCH TO PPG 'PEGASUS' HOLLOW METAL SERVICE DOOR FRAME WITH TRANSOM. PAINT DOOR AND FRAME BLACK DOOR BELL PAINT ANY ALLOWABLE UTILITY BOXES AND LINES 'PEGASUS' REMOTE CO2 FILLER, MOUNT BETWEEN 36" AND 48" ABOVE GRADE, MIN. 36" FROM REAR DOOR; VERIFY LOCATION WITH CHIPOTLE CM T.O. PARAPET (LOW) 115' - 8" EIFS CONTROL JOINT, TYP. STACKED THIN BRICK EIFS SYSTEM, COLOR MATCH TO PPG 'BLACK MAGIC' FINISHED FLOOR 100' - 0" B.O. EIFS 110' - 0" T.O. BRICK WALL 118' - 8" T.O. STOREFRONT 109' - 0" ABC TRUSS BEARING 111' - 10"EIFS SYSTEM, COLOR MATCH TO PPG 'PEGASUS' BLACK ALUMINUM STOREFRONT ENTRY DOORS, WOOD HANDLES BY TENANT MILLWORK SUPPLIER NOTE: SIGNAGE IS SHOWN ONLY FOR PLACEMENT AND SCALE. ALL SIGNAGE FOR REVIEW UNDER SEPARATE PERMIT, NOT PART OF THIS PERMIT SET. A-3 SIGN COORDINATE BLOCKING FOR SIGN W/ SIGN VENDOR EIFS CONTROL JOINT PREFINISHED BRAKE METAL TO COLOR MATCH STOREFRONT PREFINISHED BLACK METAL COPING, TYP. PREFINISHED METAL CANOPY TO COLOR MATCH STOREFRONT XXXX 6" VINYL ADDRESS LETTERS, LOCATION AND COLOR TO BE SPECIFIED BY THE FIRE MARSHAL BLACK ALUMINUM STOREFRONT SYSTEM, TYP. T.O. ROOF (HIGH) 117' - 3" PREFINISHED BLACK RIBBED METAL PANEL PREFINISHED METAL CANOPY TO COLOR MATCH STOREFRONT STACKED THIN BRICK EIFS SYSTEM, COLOR MATCH TO PPG 'BLACK MAGIC' BRAKE METAL SEAM LOCATION, TYP. CENTER ABOVE STOREFRONT A FINISHED FLOOR 100' - 0" B.O. EIFS 110' - 0" T.O. BRICK WALL 118' - 8" T.O. STOREFRONT 109' - 0" TRUSS BEARING 111' - 10" PREFINISHED BRAKE METAL TO COLOR MATCH STOREFRONT BLACK ALUMINUM STOREFRONT SYSTEM, TYP. EIFS SYSTEM, COLOR MATCH TO PPG 'BLACK MAGIC' STACKED FACE BRICK CONCRETE CURB, REFER TO STRUCTURAL DRAWINGS EIFS CONTROL JOINT, TYP. PREFINISHED METAL CANOPY TO COLOR MATCH STOREFRONT 12 T.O. ROOF (HIGH) 117' - 3" T.O. PARAPET (LOW) 115' - 8" STACKED THIN BRICK BEYOND THIN BRICK ± 13' - 0" PREFINISHED BLACK METAL COPING, TYP. BRAKE METAL SEAM LOCATION, TYPL CENTER ABOVE STOREFRONT B THIN BRICK 16' - 0" ROOF SCREENING FINISHED FLOOR 100' - 0" T.O. BRICK WALL 118' - 8" TRUSS BEARING 111' - 10" PREFINISHED BLACK METAL COPING, TYP PREFINISHED METAL CANOPY TO COLOR MATCH STOREFRONT, TYP. OF TWO (2) SECURITY CAMERA, SEE A201 DARK BRONZE ALUMINUM PASS-THRU WINDOW WITH INTEGRATED INTERIOR AIR CURTAIN, REFER TO ELECTRICAL DRAWINGS 1 2 T.O. ROOF (HIGH) 117' - 3" T.O. PARAPET (LOW) 115' - 8" PREFINISEHD BLACK FLUSH METAL PANELS STACKED THIN BRICK OUTLINE OF WALLS AND ROOF BEYOND NOTE: SIGNAGE IS SHOWN ONLY FOR PLACEMENT AND SCALE. ALL SIGNAGE FOR REVIEW UNDER SEPARATE PERMIT, NOT PART OF THIS PERMIT SET. AW-3 SIGN COORDINATE BLOCKING FOR SIGN W/ SIGN VENDOR OVERFLOW WITH COVER, TYP. OF (2), REFER TO PLUMBING DRAWINGS SECURITY CAMERA, ALIGN WITH LIGHT FIXTURE ± 13' - 0 7/8"± 12' - 0"± 12' - 0"± 12' - 0"± 12' - 0" TYP. EQ TYP. EQ C CENTER LIGHT BETWEEN CONTROL JOINTS, TYP. OF (5) THINK BRICK CONTROL JOINT, TYP. OF (6) ENDICOTT THIN BRICK 'SIENNA IRONSPOT' EIFS PPG 'PEGASUS' HWP METAL PANEL 'BLACK' BRAKE METAL 'BLACK' STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: 614.318.2400 INTERNET: WWW.CHIPOTLE.COM COPYRIGHT 2025 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. Project No. Contents: Drawn: Issue Record: Checked: # Revisions: BROWN DEER 9020 N GREEN BAY RD, BROWN DEER, WI 53209 EL 6412 EXTERIOR ELEVATIONS A301 6412 DG ARCHITECTURAL REVIEW ARCHITECTURAL REVIEW 06/23/2026 08/04/2026 EXT ELEV GENERAL NOTES 1. REFER TO EXTERIOR ELEVATIONS THIS SHEET FOR EXTERIOR SIGNAGE LOCATIONS, SIZES & DESCRIPTIONS. 2. EXTERIOR SIGNAGE PROVIDED BY TSV AND INSTALLED BY TSV. GC TO MAKE FINAL CONNECTION. 1/4" = 1'-0"A301 EXT ELEV - NORTH2 1/4" = 1'-0"A301 EXT ELEV - SOUTH3 1/4" = 1'-0"A301 EXT ELEV - EAST4 1/4" = 1'-0"A301 EXT ELEV - WEST1 STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: 614.318.2400 INTERNET: WWW.CHIPOTLE.COM COPYRIGHT 2025 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. Project No. Contents: Drawn: Issue Record: Checked: # Revisions: BROWN DEER 9020 N GREEN BAY RD, BROWN DEER, WI 53209 EL 6412 EXTERIOR PERSPECTIVES A901 6412 DG ARCHITECTURAL REVIEW ARCHITECTURAL REVIEW 06/23/2026 08/04/2026 A901 EXTERIOR PERSPECTIVE1 A901 EXTERIOR PERSPECTIVE2 A901 EXTERIOR PERSPECTIVE4 A901 EXTERIOR PERSPECTIVE3 STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218-2566 TELEPHONE: 614.318.2400 INTERNET: WWW.CHIPOTLE.COM COPYRIGHT 2025 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. 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