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25.03.31-TB Chanhassen, MN #17983 - Bid-Permit Set975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number 1.ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA STATE BUILDING CODE, INTERNATIONAL BUILDING CODE, AND ALL OTHER APPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE CITY OF CHANHASSEN, MN. 2.ALL ELEMENTS NECESSARY TO CREATE A LEGALLY OCCUPIABLE BUILDING SHALL BE PROVIDED. 3.GENERAL CONTRACTOR TO PROVIDE AS-BUILT DOCUMENTS TO TENANT PRIOR TO PROJECT CLOSE OUT. 4.ALL MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTORS ARE RESPONSIBLE FOR ALL MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS PER CODE. 5.THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (A.I.A. LATEST EDITION) ARE A PART OF THESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE ARCHITECTS OFFICE. 6.DUE TO THE NATURE OF THE WORK, ALL DIMENSIONS SHOWN SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION OF ANY ITEM. FAILURE TO ADHERE TO THIS PROCEDURE SHALL PLACE FULL RESPONSIBILITY FOR ANY ERRORS DIRECTLY UPON THE CONTRACTOR. 7.INFORMATION CONCERNING EXISTING BUILDING STRUCTURE, SIZE, LOCATION OF EQUIPMENT, FINISHES, ETC. WAS OBTAINED FROM VARIOUS PLANS FOR CONSTRUCTION OF THE EXISTING BUILDING. EVERY EFFORT HAS BEEN MADE TO ACCURATELY DEPICT EXISTING CONDITIONS, HOWEVER ALL WORK MUST BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY CONFLICT BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT FOR VERIFICATIONS AND/OR CORRECTION. 8.DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING WORK. 9.ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY BORDER FOODS, IN WRITING, PRIOR TO INSTALLATION. 10.THE GENERAL CONTRACTOR SHALL USE EXTREME CAUTION IN DEMOLITION OF EXISTING CONSTRUCTION. ANY ITEM STRUCTURAL IN NATURE AND SCHEDULED FOR DEMOLITION IN THIS DRAWING BUT NOT IDENTIFIED AS STRUCTURAL IN NATURE SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO DEMOLITION. BY FAILURE TO DO SO, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE CONSEQUENCES OF SUCH ACTION. 11.GENERAL CONTRACTOR IS RESPONSIBLE FOR SUBMITTAL, PAYING FEES AND OBTAINING ALL PERMITS ASSOCIATED WITH THE PROJECT. THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, HOOD ANSUL, OR OTHER RELATED FIRE PERMITS, ENCROACHMENT PERMIT, ETC. GENERAL CONTRACTOR IS REQUIRED TO PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED TO COMPLETE THE WORK IN A TIMELY MANNER. 12.GENERAL CONTRACTOR SHALL PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY-PERMITTED DRAWING SET AT TIME OF CONSTRUCTION. 13.IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO CONFIRM THE AVAILABLE "RESIDUAL" WATER PRESSURE, PRIOR TO THE START OF ANY WORK, AND NOTIFY THE TENANT IF THE AVAILABLE PRESSURE IS NOT ADEQUATE TO SERVICE THE ANSUL SYSTEM OR OTHER PRESSURE SENSITIVE EQUIPMENT. 14.THE GENERAL CONTRACTOR SHALL REMOVE EXISTING TRIM AND SURFACES AS REQUIRED TO PROVIDE A PLUMB AND TRUE SURFACE SUITABLE FOR THE APPLICATION OF NEW WALL FINISHES. 15.ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT ARCHITECT IF ANY ABBREVIATIONS ARE NOT CLEAR. 16.THE CONTRACTOR SHALL SHORE AND/OR UNDERPIN EXISTING WORK AS REQUIRED TO SAFELY INSTALL NEW WORK. THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND NO ACT, DIRECTIONS OR REVIEW OF ANY SYSTEM OR METHOD BY THE ARCHITECT SHALL CHANGE OR AFFECT THE CONTRACTOR'S RESPONSIBILITY IN THIS MATTER. DEFLECTION OF EXISTING TO BE LIMITED TO 1/8" IN ORDER TO MAINTAIN INTEGRITY OF STRUCTURE. 17.GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL ALL ASPECTS OF THE PROJECT DESCRIBED IN THIS DRAWING SET UNLESS OTHERWISE NOTED. 18.SCOPE OF WORK AND SPECIFICATIONS DOCUMENTS ARE INCLUDED AS CONTRACT DOCUMENTS FOR THIS PROJECT. IF THEY HAVE NOT BEEN PROVIDED TO YOU FOR THIS PROJECT, PLEASE ASK TENANT FOR A COPY OF APPLICABLE SECTION. 19.GENERAL CONTRACTOR SHALL PROVIDE WARRANTY DOCUMENTATION FOR ANY ROOFING MEMBRANE AND E.I.F.S. WORK PREFORMED AT THE CONCLUSION OF THE PROJECT. 20.GENERAL CONTRACTOR SHALL FINAL CLEAN RESTAURANT AFTER EQUIPMENT INSTALL IS COMPLETE AND PRIOR TO TURN OVER TO OWNER. TITLE SHEET G000 Taco Bell ENDEAVOR - SUCCESSOR REMODEL SCOPE 975 W 78TH ST CHANHASSEN, MN 55317 PROJECT GENERAL NOTES GENERAL DRAWING SYMBOLS VICINITY MAP PROJECT DIRECTORY PROJECT SUMMARY SHEET INDEX OWNER 5358 JACKSON DRIVE, LLC 5425 BOONE AVENUE NORTH NEW HOPE, MN 55428 ARCHITECT FINN DANIELS ARCHITECTS 1440 NORTHLAND DRIVE, SUITE 250 MENDOTA HEIGHTS, MN 55120 CONTACT: GREG DAHLING PHONE: 651.888.6884 MECH./PLUMB. ENGINEER LEGEND COMPANIES 8440 EAGLE CREEK PKWY SAVAGE, MN 55378 CONTACT: LOGAN MARKUSON PHONE: 952.479.1949 TENANT BORDER FOODS, LLC 5425 BOONE AVENUE NORTH NEW HOPE, MN 55428 CONTACT: NATHAN WENGER PHONE: 763.489.3004 STRUCTURAL ENGINEER ALIGN STRUCTURAL, INC. 241 CLEVELAND AVE S, SUITE B7 ST. PAUL, MN 55105 CONTACT: RICK JOHNSON PHONE: 651.698.0164 (EXT 16) ELEC. ENGINEER ARCADE ELECTRIC COMPANY 1550 91ST AVE NE, SUITE 201 BLAINE, MN 55449 CONTACT: TOM MCCONNELL PHONE: 651.483.5066 X X AXXXX X X X AXXX X AXXX NAME X'-X" XX-X X AXXX X X X X X-XXX X'-XX" ELEV. REFER TO CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS (IF APPLICABLE) FOR SPECIFIC SYMBOLS. ROOM NAME SHEET NUMBER ELEVATION NUMBER CEILING HEIGHT DIRECTION OF DETAIL SECTION NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER REVISION NUMBER ELEVATION NUMBER SHEET NUMBER DOOR NUMBER WINDOW NUMBER/DECOR ITEM NUMBER EXTERIOR WALL FINISH NUMBER KEY NOTE NUMBER EQUIPMENT NUMBER FINISH CALL OUT HEIGHT REFERENCE POINT SITE N THIS PROJECT INVOLVES THE REMODEL OF AN EXISTING TACO BELL RESTAURANT. THE EXTERIOR FACADE WILL BE MODIFIED AND "SQUARED OFF" TO MEET NEW CORPORATE DESIGN, COLOR AND SIGNAGE REQUIREMENTS. SITE IMPROVEMENTS INCLUDE RELOCATING DIGITAL MENU BOARD AND SPEAKER BOX, AND PROVIDING NEW ORDER CANOPY AND CLEARANCE BAR AT THE DRIVE-THRU ORDER AREA. AT THE INTERIOR, THE DINING ROOM WILL HAVE UPDATED SEATING AND FINISHES. THE BACK OF HOUSE WILL HAVE LIMITED EQUIPMENT REPLACEMENT/RELOCATION. DESCRIPTION OF PROJECT: LEGAL JURISDICTION:CITY OF CHANHASSEN, MN BUILDING CODE:2020 MINNESOTA STATE BUILDING CODE 2020 MINNESOTA CONSERVATION CODE FOR EXISTING BUILDINGS 2020 MINNESOTA PLUMBING CODE 2020 MINNESOTA MECHANICAL AND FUEL GAS CODES 2023 NATIONAL ELECTRIC CODE 2020 MINNESOTA FIRE CODE 2020 MINNESOTA ACCESSIBILITY CODE 2024 MINNESOTA ENERGY CODE BUILDING AREA:2,307 S.F. (EXISTING) SEATING:40 OCCUPANCY:A-2 (EXISTING) TYPE CONSTRUCTION:V-B (EXISTING) FIRE SPRINKLER:BUILDING - NOT EXISTING (KITCHEN HOOD PROTECTED BY EXISTING ANSUL SYSTEM) NUMBER OF EXISTING REQUIRED - DINING ROOM (TABLE 1006.2.1):2 (2 EXISTING) NUMBER OF PUBLIC ACCESSIBLE ENTRANCES/EXITS (1009.1):2 (2 EXISTING) REQUIRED ASSEMBLY AISLE WIDTH (1029.9.1(4)(EX.1)):36" REQUIRED AISLE ACCESS WAY (1029.13.1.1 - LESS THAN 12 FT LENGTH):12" EGRESS REQUIREMENTS: BUILDING AREA AND OCCUPANT LOAD (TABLE 1004.5): TYPE AREA FACTOR OCCUPANTS PUBLIC - DINING ROOM 500 N.S.F.1:15 S.F.34 PUBLIC - CUSTOMER AREA 180 N.S.F.1:7 S.F.26 KITCHEN - COMMERCIAL 628 G.S.F.1:200 S.F.4 STORAGE 288 G.S.F.1:300 S.F. 1 OFFICE 44 G.S.F. 1:150 S.F.1 VESTIBULE 130 N.S.F.0 0 WALK-IN COOLER/FREEZER 195 G.S.F.0 0 RESTROOMS 127 G.S.F.0 0 MISCELLANEOUS 215 S.F.0 0 TOTAL 2,307 S.F.66 PLUMBING FIXTURE REQUIREMENTS PER TABLE 2902.1: TOTAL OCCUPANTS = 66 = 33 WOMEN/33 MEN CLASSIFICATION: ASSEMBLY (A-2) REQUIRED PROVIDED/EXISTING WOMEN MEN WOMEN MEN 0.44 0.44 1 1 0.165 0.165 1 1 1 1 NOT REQUIRED: PER TABLE 2902.1(i)DRINKING FOUNTAIN SERVICE SINK LAVATORIES (1:200) WATER CLOSETS (1:75) PARKING: ACCESSIBLE PARKING SPACES:2 SPACES (EXISTING) STANDARD PARKING SPACES:32 SPACES (EXISTING) TOTAL PARKING SPACES:34 SPACES (EXISTING)BID/PERMIT03.31.2025ISSUED FOR CITY PLANNING REVIEW ISSUED FOR PRELIMINARY REVIEW ISSUED FOR BID ISSUED FOR BID/PERMIT/CONSTRUCTION ISSUED FOR CONSTRUCTION WITH REVISED INFO G000 TITLE SHEET A000 DOOR AND FINISH SCHEDULES D200 DEMOLITION FLOOR PLAN D201 DEMOLITION REFLECTED CEILING PLAN D300 DEMOLITION EXTERIOR ELEVATIONS D400 DEMOLITION EXTERIOR WALL SECTIONS A100 SITE PLAN AND INFORMATION A101 SITE DETAILS A102 SITE DETAILS A103 SITE DETAILS A200 FLOOR PLAN A201 RESTROOM PLAN AND DETAILS A202 ROOF PLAN A203 FINISH FLOOR PLAN A204 REFLECTED CEILING PLAN A205 SEATING AND EQUIPMENT PLAN A300 EXTERIOR ELEVATIONS A301 EXTERIOR ELEVATIONS A400 EXTERIOR WALL SECTIONS A500 CONSTRUCTION DETAILS A600 INTERIOR ELEVATIONS - F.O.H. A601 INTERIOR ELEVATIONS - B.O.H. A700 MENU BOARD DETAILS A701 TECHNOLOGY ARCHITECTURAL D401 DEMOLITION EXTERIOR WALL SECTIONS D402 DEMOLITION EXTERIOR WALL SECTIONS A401 EXTERIOR WALL SECTIONS A402 EXTERIOR WALL SECTIONS A501 CONSTRUCTION DETAILS MECHANICAL / PLUMBING DM101 DEMO FIRST FLOOR PLUMBING PLAN DM301 DEMO FIRST FLOOR HVAC PLAN DM400 DEMO ROOF PLAN M101 NEW FIRST FLOOR PLUMBING PLAN M301 FIRST FLOOR PLAN NEW HVAC PLAN ELECTRICAL E1 POWER PLAN E2 REFLECTED CEILING PLAN D202 DEMOLITION ROOF PLAN M400 MECHANICAL ROOF PLAN M600 MECHANICAL SCHEDULES AND DETAILS A 3'-4"(34" MIN.TO 48" MAX.)L-2 P-3 COAT HOOK ON INSIDE OF ROOM 48" MAX.TO TOP OFHOOKFINISH FLOOR B-140 2'-10"3'-0"ROUGHOPENING4'-0" ROUGH OPENING 3 NOTE: VERIFY ROUGH OPENING REQUIRED WITH CUT SHEET. 1 A A 1'-10"±(E)V.I.F.6'-7 1/2"±VERIFY8'-8"± (E) V.I.F.8'-5 1/2"±MATCH EXISTING DININGWINDOW HEAD HEIGHTA 1" INSULATED TEMPERED GLASS 1/4" TEMPERED GLASS 8'-4 1/2"±(E) V.I.F.3'-4 3/4"± (E) V.I.F. 2'-4"± 1 3/4"5'-7"±1 3/4"5"±MATCHEXISTING2 B B OPEN TO VEST. EXISTING GLAZING/FRAMES SHOWN SHADED TO REMAINB 2S.C. WOOD 16 A500 11 A500 18 A500 19 A500 17 A500 12 A500 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number 1.REFER TO INTERIOR ELEVATIONS FOR LOCATIONS OF TILE AND F.R.P. 2.FOR FINISH LOCATIONS REFER TO: SHEET A203 - FINISH FLOOR PLAN SHEET A204 - REFLECTED CEILING PLAN SHEET A300 & A301 - EXTERIOR ELEVATIONS SHEET A600 & A601 - INTERIOR ELEVATIONS 3.APPROVED PAINT MANUFACTURERS: PORTER, BENJAMIN MOORE, SHERWIN WILLIAMS, ICI AND PITTSBURGH PAINTS. MATCH SPECIFIED SCHEDULE COLORS EXACTLY. 4.ALL PAINTED GYPSUM BOARD SHALL HAVE A LIGHT ORANGE PEEL TEXTURE, SEE SPECIFICATIONS. 5.ALL MORTAR SHALL BE MIXED WITH WHITE SAND TO ENSURE A COLOR CONSISTENT TO THE ORIGINAL DESIGN INTENT. CEILUME CONTACT: DAVID CONDELLO PHONE: 877.492.5605 DAVID@CEILUME.COM FCC COMMERCIAL FURNITURE, INC. CONTACT: CURTIS TIANO PHONE: 507.664.0541 CURTIS.TIANO@GMAIL.COM MAPEI CONTACT: LISA FYKE PHONE: 909.247.5324 LFYKE@MAPEI.COM MARLITE CONTACT: DAN EGBERS PHONE: 800.377.1221 (MOBILE: 330.260.7633) DEGBERS@MARLITE.COM WILSONART INTERNATIONAL, INC. CONTACT: DAN CHICKVARA PHONE: 254.207.2130 CHICKV@WILSONART.COM SHERWIN WILLIAMS CONTACT: SUNNY PATEL PHONE: 619.990.1920 SUNDEEPKUMAR.PATEL@SHERWIN.COM CORIAN CONTACT: DAVID GREENING PHONE: 614.975.6700 DAVID.P.GREENING@DUPONT.COM DALTILE CONTACT: ANGELA BRABEC PHONE: 415.830.7955 ANGELA.BRABEC@DALTILE.COM USG CORPORATION CONTACT: TRAVIS TOMANEK PHONE: 440.541.3972 TTOMANEK@USG.COM CREATIVE MATERIALS CORP. CONTACT: ALLISON PICHE PHONE: 518.713.5395 APICHE@CREATIVEMATERIALSCORP.COM WOLF GORDON CONTACT: ANNE KONIE PHONE: 800.347.0550 ANNE.KONIE@WOLFGORDON.COM SILIKAL AMERICA CONTACT: MARK FELDMAN PHONE: 770.830.1404 MFELDMAN@SILIKALAMERICA.COM ROOM FINISH NOTES CONTACTS DOOR AND FINISH A000 SCHEDULES FLOORING WALL FINISHES 1.LAMINATE MAY BE SHIPPED FLAT OR ROLLED IN A BOX. FOR LONG TERM STORAGE, WILSONART RE-COVER LAMINATE SHOULD BE STORED FLAT (HORIZONTALLY) WITH THE ADHESIVE SIDE FACING DOWN (DECORATIVE SIDE UP). 2.CONDITION BOTH THE LAMINATE AND THE SUBSTRATE IN THE SAME ENVIRONMENT FOR 48 HOURS BEFORE FABRICATION. IF ROLLED, UNROLL THE LAMINATE FOR THE 48 HOUR ACCLIMATION PERIOD. RECOMMENDED CONDITIONING AND ACCLIMATION IS 75°F AND 50% RELATIVE HUMIDITY. DO NOT APPLY RE-COVER LAMINATE IF THE SURFACE TEMPERATURE OF THE LAMINATE OR THE SUBSTRATE IS BELOW 50°F. 3.IF BONDING OVER AN EXISTING SUBSTRATE THAT IS DAMAGED, REPAIR THE SURFACE TO PREVENT AN UNEVEN APPEARANCE OF THE FINISHED ASSEMBLY. RECOMMENDED PRODUCTS FOR REPAIR DAMAGED HIGH PRESSURE DECORATIVE LAMINATE OR WOOD SUBSTRATE: J-B WELD WOODWELD, ELMER'S CARPENTER'S WOOD FILLER, AND BONDO ALL-PURPOSE PUTTY. BE SURE TO READ AND FOLLOW THE MANUFACTURER'S PRECAUTIONS AND DIRECTIONS FOR USE. SAND AND CLEAN ALL REPAIRED AREAS BEFORE APPLYING THE LAMINATE. 4.SUBSTRATES SHOULD BE CLEAN AND FREE OF RESIDUE. IF BONDING TO AN EXISTING DECORATIVE SURFACE, MAKE SURE IT IS ADEQUATELY CLEANED AND DRIED BEFORE BONDING. SUITABLE CLEANING PRODUCTS INCLUDE: WILSONART 110, WILSONART 121, WILSONART 130, WILSONART 131, WILSONART 131A, ACETONE, ISOPROPYL ALCOHOL, OR WINDEX WITH AMMONIA. DO NOT USE A CLEANER THAT WILL LEAVE AN OILY RESIDUE. BE SURE TO READ AND FOLLOW THE MANUFACTURER'S PRECAUTIONS AND DIRECTIONS FOR USE. 5.TO PRECUT LAMINATE PRIOR TO BONDING, USE CARBIDE TIPPED SAW BLADES, ROUTER BITS AND LAMINATE SLITTERS. CUTTING BLADES AND ROUTER BITS SHOULD BE KEPT SHARP AND CLEAN. 6.WHEN USING MULTIPLE SHEETS OF LAMINATE TO COVER AN AREA, LEAVE A GAP BETWEEN SHEETS TO ALLOW FOR PROPER LAMINATE MOVEMENT. A MINIMUM GAP OF 1/16" IS REQUIRED BETWEEN SHEETS OF RE-COVER LAMINATE USED IN NON-ENVIRONMENTALLY CONTROLLED AREAS. A MINIMUM GAP OF 1/32" IS REQUIRED BETWEEN SHEETS OF RE-COVER LAMINATE IN ENVIRONMENTALLY CONTROLLED AREAS. 7.PRIOR TO INSTALLATION, AND BEFORE REMOVING THE PEEL SHEET THAT COVERS THE ADHESIVE, DRY FIT THE RE-COVER LAMINATE TO THE SUBSTRATE. ONCE YOU HAVE INDEXED THE LAMINATE, REMOVE 1"-2" OF THE PEEL SHEET ON ONE END AND LIGHTING TACK IT IN PLACE. BEGIN REMOVING THE PEEL SHEET, MAKING SURE THE OPPOSITE END IS STILL PROPERLY ALIGNED. WORK YOUR WAY DOWN THE ENTIRE LENGTH OF THE LAMINATE SHEET UNTIL THE PEEL SHEET IS COMPLETELY REMOVED AND THE RE-COVER LAMINATE IS FLAT ON THE SURFACE. APPLY UNIFORM BONDING PRESSURE (30-40 PSI MINIMUM) OVER THE ENTIRE BONDED SURFACE USING A MECHANICAL PINCH ROLLER (RECOMMENDED) OR A 3" WIDE J-ROLLER. DO NOT USE A WOODEN BLOCK OR OTHER HAND ROLLER. 8.RE-COVER LAMINATE IS NOT REPOSITIONABLE. ANY ATTEMPTS TO REPOSITION THE LAMINATE WILL RESULT IN INADEQUATE BONDING. IF THE RE-COVER LAMINATE HAS BEEN POSITIONED INCORRECTLY, REMOVE USING A HEAT GUN TO SOFTEN THE ADHESIVE, AND THEN PULL THE LAMINATE AWAY FROM THE SUBSTRATE. ONCE A SHEET IS REMOVED, IT CANNOT BE REAPPLIED. REPLACE IT WITH A NEW SHEET OF RE-COVER LAMINATE. 9.ONCE BONDED, YOU CAN BEGIN MACHINING THE RE-COVER ASSEMBLY IMMEDIATELY. HIGH TOOL SPEED AND LOW FEED SPEED ARE RECOMMENDED FOR BEST RESULTS. PRIOR TO ROUTING EDGES, A RAZOR MAY BE USED TO SCORE THE ADHESIVE SIDE OF THE LAMINATE TO PREVENT THE ADHESIVE LAYER FROM ROLLING UP DURING THE PROCESS. 10.TO AVOID STRESS CRACKING, DO NOT USE SQUARE-CUT INSIDE CORNERS. ALL INSIDE CORNERS SHOULD HAVE A MINIMUM OF 1/8" RADIUS. DRILL OVERSIZED HOLES FOR SCREWS OR BOLTS. SCREWS OR BOLTS SHOULD BE SLIGHTING COUNTERSUNK INTO THE FACE SIDE OF A LAMINATE CLAD SUBSTRATE. WILSONART LAM. INST. INSTRUCT. GENERAL NOTES 1.MATCH EXISTING ALUMINUM STOREFRONT SYSTEM FINISH. (DARK BRONZE ANODIZED ALUMINUM - FIELD VERIFY) 2.FIELD VERIFY ROUGH OPENING DIMENSIONS. 3.ALL STOREFRONT MATERIAL AND GLAZING SHALL BE SUPPLIED AND INSTALLED BY G.C. U.N.O. 4.ALL STOREFRONT WINDOW SYSTEMS SHALL HAVE A "SILL RECEPTOR" AT THE SILL ALONG WITH INDUSTRY STANDARD "END DAMS". 5.INTERIOR DOORS, FRAMES AND HARDWARE LOCKNET - MIKE MOYNAHAN 100 COURCHELLE DRIVE NICHOLASVILLE, KY 40356 PHONE: 800.887.4307 FAX: 859.887.4958 6.SHADING COEFFICIENT SPECIFICATION FOR GLASS SHALL BE PER LOCAL CODE REQUIREMENTS. DAYTIME VISIBILITY INTO DINING ROOM SHALL BE MAINTAINED. 7.ALL NEW GLASS TO MATCH EXISTING CONDITIONS IN COLOR, TINT, REFLECTIVENESS, ETC. FIELD VERIFY. DOOR SCHEDULE DOOR NOTESMISCELLANEOUS 654321PULLPUSH431 DOOR STOPTHRESHOLD 21 KICKPLATE 321321 CLOSERS 654321 LOCKSBUTTS 4321FRAMEDOORTYPEDOOR SIZEDOOR NO. 7 **7562PUSHPULL PROVIDE A SIGN STATING "THISDOOR TO REMAIN UNLOCKEDWHEN BUILDING IS OCCUPIED"SEE DOOR TYPES1 1/2 PAIR BUTT HINGES PER DOORMANUFACTURER - TOP, MIDDLE, BOTTOM1 1/2 PAIR MCKINNEY #TA2731, 4 1/2" x 4 1/2"TOP AND BOTTOM PIVOTS - ALIGN WITHH.D. CONTINUOUS HINGEYALE B-PB5405LNIC 626 (STOREROOM)FALCON "T SERIES - PRIVACY SETMATCH DOOR #3PANIC HARDWARE INCLUDED IN PACKAGEFALCON C953-7 OR C987-7 AS REQUIREDCROSSBAR EXIT DEVICE (MATCH EXISTING)DORMA 8616 x689CLOSER INCLUDED IN PACKAGEDORMA 7414 ARP SNB 689STAINLESS STEEL 10" x .050 x 2" L.T.D.W.KICKPLATE INCLUDED IN PACKAGEFLOOR STOP - ROCKWOOD 441 CUHINGE STOP - ROCKWOOD 532 NPWALL STOP - ROCKWOOD 409PUSH BAR - MATCH EXISTINGOFFSET PULL - MATCH EXISTINGSTD. ADJUSTABLE DR. SWEEP PER DR. MFR.SWEEP (VISTA 231 STD) NGP 101VAUNDERCUT 3/4"COAT HOOK - BOBRICK (48" MAX. A.F.F.)DOOR SIGNEXISTING FRAME CONDITION - V.I.F.CROSSBAR EXIT DEVICE WITH FLUSH BOLTS- MATCH EXISTINGWEATHERSTRIPPINGCONTINUOUS HINGE INCL. IN PKG.PIVOT HINGE (MATCH EXISTING)ACCESSIBLE ALUM. THRESHOLD BY DOORMFR. (PROVIDE SQUARE EDGE TO RECEIVETILE FINISH AT INTERIOR)THRESHOLD INCLUDED IN PACKAGEFLOOR STOP - ROCKWOOD 470CROSS BAR EXIT DEVICE - STYLE / TYPE TOPUSH BAR - ROCKWOOD BP47OFFSET PULL - ROCKWOOD BF1571 2 4 5 6 3 USE FALCON D271 IF LIMITED STRIKE SIDE CLEARANCE DOES NOT PERMIT LATCH.*LESS THAN DOOR WIDTH**1.LAMINATE DOORS AND PAINT FRAMES. SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. 2.DOOR HARDWARE SHALL BE US32D FINISH. 3.ADA COMPLIANT RESTROOM ACCESSIBILITY SIGNAGE WITH BRAILLE WHERE REQUIRED (OR AS REQUIRED BY LOCAL JURISDICTION). (1) MEN AND (1) WOMEN. 4.HOLLOW METAL FRAMES SHALL BE 16 GAUGE STEEL U.N.O. PAINT AS INDICATED ON PLANS. 5.SEE ACCESSIBILITY DETAILS 6/A201. 6.MOUNT DOOR CLOSER ON RESTROOM OR KITCHEN SIDE ONLY. SECURE DOOR CLOSURE BODY TO DOOR USING SEX BOLT TYPE, THROUGH BOLTS FROM OUTSIDE OF DOOR TO INSIDE AT CLOSURE. 7.MOUNT KICKPLATE ON PUSH SIDE ONLY. 8.MAXIMUM DOOR OPERATING PRESSURE : 5 LBS INTERIOR : 15 LBS EXTERIOR. ADJUST CLOSERS SUCH THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS. 9.ALL LOCKS SHALL BE FALCON 6 PIN INTERCHANGEABLE CORE, SUPPLIED AND INSTALLED BY G.C. ALL EXTERIOR LOCKS SHALL BE PROVIDED WITH CONSTRUCTION CORES. ALL PERMANENT CORES SHALL BE KEYED ALIKE. 10.PERMANENT CORES SHALL BE SUPPLIED AND INSTALLED BY OWNER. 11.ALL ALUMINUM STOREFRONT SYSTEM SHALL BE ANODIZED ALUMINUM FINISH. (COLOR TO MATCH EXISTING - ASSUMED 'DARK BRONZE', FIELD VERIFY) 12.REMOVE EXISTING AND PROVIDE NEW PUSH AND PULL HARDWARE ON EXISTING DOOR. STYLE AND OPERATION TO MATCH EXISTING - FIELD VERIFY. 13.ALL EXISTING HARDWARE TO REMAIN. UNLESS OTHERWISE NOTED. 14.DOOR HARDWARE SHALL BE 695/SP313 FINISH. (COLOR TO MATCH "DARK BRONZE" ANODIZED ALUMINUM STOREFRONT.) 15.PROVIDE COAT HOOK AT INSIDE OF DOOR. MOUNT 48" A.F.F. MAXIMUM TO TOP OF HOOK. 16.SAND, PREP, AND PAINT EXISTING FRAME AS SCHEDULED. 17.PROVIDE PUSH BAR (RIM) EXIT DEVICE AND OFFSET PULLS TO MATCH EXISTING. COORDINATE WITH EXISTING CYLINDER LOCKS. 18.SAND, PREP, AND PAINT EXISTING DOOR AND FRAME AS SCHEDULED. 19.CONTRACTOR TO EVALUATE EXISTING DOOR AND NEW DOOR HARDWARE SCHEDULED AS DOOR HARDWARE AND FUNCTION IS CHANGING FROM EXISTING. COORDINATE WITH BORDER FOODS ABILITY TO REUSE EXISTING DOOR OR IF NEW DOOR REQUIRED. 20.DOOR AND FRAME SHALL BE PAINTED ON ALL SIDES. 21.FIELD VERIFY EXISTING FRAME TO REMAIN AND HARDWARE LOCATIONS. SUPPLY DOOR PREPPED TO ALIGN WITH FRAME. 22.REMOVE ALL EXISTING HARDWARE AND PROVIDE NEW ON EXISTING DOOR. STYLE AND OPERATION TO MATCH EXISTING - FIELD VERIFY. DOOR SCHEDULE NOTES DRS.1/4"=1'-0"1 WINDOW TYPES1/4"=1'-0"2 WD HM X X X X X X X WD HM X X X X X X X 1, 2, 3, 4, 5, 6, 7, 8, 15 1, 2, 3, 4, 5, 6, 7, 8, 15 13, 18 A A 8, 14, 19(E)(E)(E) (E)(E)(E) X X X X (E)(E)(E)X X X X X XX X XX X X X X X X 3'-6" x 7'-0" 3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 7'-0" (PR.) 3'-0" x 7'-0"8, 9, 10, 14, 22 SYM. FINISH SCHEDULE DESCRIPTION ALTERNATE/NOTE SYM.DESCRIPTION ALTERNATE/NOTE SYM.DESCRIPTION ALTERNATE/NOTE SYM.DESCRIPTION ALTERNATE/NOTE SYM.DESCRIPTION ALTERNATE/NOTE SYM.DESCRIPTION ALTERNATE/NOTE SYM.DESCRIPTION ALTERNATE/NOTE SYM.DESCRIPTION ALTERNATE/NOTE BASE SOLID SURFACE MILLWORK LAMINATE METAL TRANSITIONS CORNER GUARDS SYM.DESCRIPTION ALTERNATE/NOTE F-1 T-1 T-2 B-1 B-2 B-4 SS-1 SS-2 CR-1 L-1 L-2 MT-1 MT-2 MT-3 CG-1 CG-2 MFR:SILIKAL TYPE:ACRYLIC-RESIN COLOR:QUARTZ BLEND #4 60% SILVER GRAY, 20% LIGHT GRAY, 20% BLACK - MFR:CMC TYPE:QUARRY COLOR:PURITAN GREY #507 SIZE:6" X 6" GROUT:MAPEI #9 GRAY, 1/8" JOINT WIDTH - MFR:CREATIVE MATERIALS CORP. TYPE:MOTIF GREY COLOR:GREY SIZE:12" X 12" GROUT:MAPEI #2 PEWTER, 1/8" JOINT WIDTH - - - - MFR:CORIAN TYPE:LAVA ROCK COLOR:LAVA ROCK - MFR:STARON TYPE:BW010 COLOR:BRIGHT WHITE SS-3 GLOSS 15 PANEL BEHIND RESTROOM HAND DRYER. PROVIDED AND INSTALLED BY G.C. MFR:- TYPE:STAINED CHAIR RAIL W/ ROUTE (MAPLE) COLOR:MINWAX - WOOD FINISH WATER - BASED PENETRATING STAIN - SOLID - PASTELS - PLATINUM #1072 SIZE:1 1/2" H. X 3/4" D. DINING CHAIR RAIL PROVIDED BY DECOR VENDOR (SEE DECOR PACKAGE) AND INSTALLED BY BORDER FOODS INSTALLER. MFR:WILSONART TYPE:HIGH PRESSURE LAMINATE COLOR:4783K FINISH 7 - "WHITE TIGRIS" 1/2" DECORATIVE METAL TRIM AT EXPOSED EDGES AND VERTICAL SEAMS, AND 1/2" X 1/2" CORNER TRIM AT OUTSIDE CORNERS ON POS COUNTER AND MILLWORK (COLOR: WHITE). MFR:WILSONART TYPE:HIGH PRESSURE LAMINATE COLOR:Y0664K-12 "MOCHA ASH" - MFR:SCHLUTER TYPE:JOLLY COLOR:A 100 AT - SATIN NICKEL ANODIZE ALUMINUM SIZE:3/8" VERTICAL TRIM AT WALL TILE TO GYPSUM BOARD TRANSITION. DINING/POS AREAS. MFR:SCHLUTER TYPE:DILEX AHK COLOR:EB. BRUSHED STAINLESS STEEL BRUSHED STAINLESS STEEL COVE BASE TIME WHERE WALL TILE MEETS DINING FLOOR TILE. MFR:SCHLUTER TYPE:RONDEC COLOR:SATIN ANODIZED ALUMINUM SIZE:3/8" 1/2" X 1/2" OUTSIDE CORNER TRIM ON WAINSCOT. MFR:C.S. GROUP TYPE:ACROVYN VA SERIES COLOR:VA-034N #934 PEARL SIZE:3/4" X 3/4" FOR PAINT MATCH P-1. MFR:C.S. GROUP TYPE:ACROVYN VA SERIES COLOR:VA-034N #262 DRIFTWOOD SIZE:3/4" X 3/4" FOR PAINT MATCH CR-1 AND WC-3. MFR:MARLITE TYPE:FIBERGLASS REINFORCED PANEL COLOR:FP-100 WHITE (PEBBLE FINISH) NOTE:NO COLOR VARIATIONS ACCEPTED - MFR:SHERWIN WILLIAMS TYPE:SW7021 COLOR:SIMPLE WHITE PRIMER:#023 (WHITE) FRESH START 100% ACRYLIC PAINT SHEEN CEILING/SOFFIT:FLAT WALLS:EGGSHELL MOLDING/TRIM:SEMI-GLOSS PAINT SHEEN CEILING/SOFFIT:FLAT WALLS:EGGSHELL MOLDING/TRIM:SEMI-GLOSS PAINT SHEEN CEILING/SOFFIT:FLAT WALLS:EGGSHELL MOLDING/TRIM:SEMI-GLOSS PAINT SHEEN CEILING/SOFFIT:FLAT WALLS:EGGSHELL MOLDING/TRIM:SEMI-GLOSS MFR:CREATIVE MATERIALS CORP. TYPE:FORM COLOR:ICE DECO MIX SIZE:8" X 8" GROUT:MAPEI #47 CHARCOAL, 1/8" JOINT WIDTH RESTROOM ACCENT WALL TILE RESTROOM WALL TILE MFR:CREATIVE MATERIALS CORP. TYPE:AGELESS COLOR:GREY 01 - GLOSSY SIZE:3" X 6" GROUT:MAPEI ULTRACOLOR PLUS FA #00 WHITE, 1/8" JOINT WIDTH INSTALL VERTICALLY - RUNNING BOND INSTALLATION OFFSET 50%. MFR:WOLF GORDON TYPE:'RAMPART' HIGH IMPACT WALL COVERING COLOR:FOUNDATION/PIGMENT (GOH 12172606) RAILROAD INSTALLATION: THERE SHOULD BE NO SEAMS ALONG WALLS. MFR:FORBO MARMOLEUM TYPE:FRESCO COLOR:SILVER SHADOW #3860 NOTE:PROVIDED BY DECOR VENDOR (SEE DECOR PACKAGE) AND INSTALLED BY BORDER FOODS INSTALLER TO BE INSTALLED OVER 1/8" LUAN BOARD. ANODIZED CORNER GUARDS AND J-MOLDS BY NATIONAL METAL SHAPES (STAINLESS). INTERMEDIATE VERTICAL TRIM BY DECOR VENDOR PAINTED SAME COLOR AS WALL PANEL. MFR:FORBO MARMOLEUM TYPE:COCOA COLOR:3582 EARL GREY CHOCOLATE NOTE:PROVIDED BY DECOR VENDOR (SEE DECOR PACKAGE) AND INSTALLED BY BORDER FOODS INSTALLER MFR:USG SUSPENDED CEILING TILE TYPE:RADAR CLIMAPLUS PERFORMANCE SQUARE EDGE COLOR:#107 TAUPE SIZE:24" X 24" GRID:USG DONN BRAND DX/DXL 15/16" EXPOSED TEE - COLOR: 107 TAUPE - MFR:CERTAINTEED TYPE:VINYL ROCK #1140, WASHABLE NON-PERFORATED COLOR:WHITE SIZE:24" X 48" GRID:WHITE SUSPENSION GRID WITH ALUMINUM FACE FLAME SPREAD RATING 0-25, CLASS A. FLAME SPREAD RATING 0-25, CLASS A. MFR:(MATCH EXISTING) TYPE:VINYL ROCK (MATCH EXISTING) COLOR:WHITE (MATCH EXISTING) SIZE:24" X 24" (MATCH EXISTING) GRID:(MATCH EXISTING) - COLOR: WHITE (MATCH EXISTING) G.C. TO VERIFY EXISTING MANUFACTURER, TYPE, COLOR, SIZE, AND GRID IN FIELD. MFR:- TYPE:GYPSUM BOARD COLOR:PAINTED PER REFLECTED CEILING PLAN - FRP-1 P-1 P-2 P-3 P-4 W-1 W-2 W-3 WC-1 WC-2 WC-3 CL-1 CL-2 CL-3 CL-4 CL-16 MFR:CREATIVE MATERIALS CORP. TYPE:QUARRY COLOR:PURITAN GREY #507 SIZE:6" X 6" COVED GROUT:MAPEI #9 GRAY, 1/8" JOINT WIDTH MFR:CREATIVE MATERIALS CORP. TYPE:MOTIF GREY COLOR:GREY SIZE:6" X 12" COVED GROUT:MAPEI #2 PEWTER, 1/8" JOINT WIDTH MFR:SILIKAL TYPE:ACRYLIC-RESIN COLOR:QUARTZ BLEND #4 60% SILVER GRAY, 20% LIGHT GRAY, 20% BLACK SIZE:6" HIGH COVED BASE MFR:SHERWIN WILLIAMS TYPE:TB2603C COLOR:PURPLE PRIMER:#023 (WHITE) FRESH START 100% ACRYLIC MFR:SHERWIN WILLIAMS TYPE:SW7076 COLOR:CYBERSPACE PRIMER:#023 (WHITE) FRESH START 100% ACRYLIC MFR:SHERWIN WILLIAMS TYPE:SW7005 COLOR:PURE WHITE PRIMER:#023 (WHITE) FRESH START 100% ACRYLIC MFR:CREATIVE MATERIALS CORP. TYPE:FORM COLOR:ICE SIZE:8" X 8" GROUT:MAPEI #47 CHARCOAL, 1/8" JOINT WIDTH TO BE INSTALLED OVER 1/8" LUAN BOARD. ANODIZED CORNER GUARDS AND J-MOLDS BY NATIONAL METAL SHAPES (STAINLESS). INTERMEDIATE VERTICAL TRIM BY DECOR VENDOR PAINTED SAME COLOR AS WALL PANEL. MFR:CERTAINTEED TYPE:VINYL ROCK #1142, WASHABLE NON-PERFORATED COLOR:WHITE SIZE:24" X 24" GRID:WHITE SUSPENSION GRID WITH ALUMINUM FACE CEILING 7 (E)(E)(E)3'-0" x 7'-0" (E)(E)(E)3'-0" x 7'-0" X X XX X X X X XX 8, 9, 10, 14, 22 X X X 8, 14, 22XX X ALL EXTERIOR BUILDING SIGNS, DIRECTIONAL SIGNS, EXPRESSION PANELS, ARTWORK, AND/OR ANY ITEM CONTAINING THE WORDS "TACO BELL" AND/OR TACO BELL LOGO SCHEDULED TO BE REMOVED SHALL BE DESTROYED. G.C. TO SEND PHOTOS TO BORDER FOODS REFLECTING PROOF OF DESTRUCTION. DINING CUSTOMER SELF-SERVE VESTIBULE #1 VESTIBULE #2 WOMEN'S MEN'S SERVING DRIVE-THRUKITCHEN TB COOK WASHING COOLER FREEZER OFFICE PREP UTILITY DRY STORAGE 1 D400 1 D401 2 D401 2 D400 1 D402 2 D402 1 1 1 1 1 1 1 1 1 1 1 2 3 2 3 2 3 2 3 2 3 4 5 5 6 6 7 7 7 7 100 100 77 8 9 8 9 8 9 11 12 14 13 106 15 16 17 18 18 19 20 21 22 24 23 25 26 27 26 27 28 29 29 39 42 43 44 45 44 44 45 44 45 44 45 44 45 44 45 44 45 44 45 46 4646 47 48 49 51 106 53 54 57 52 55 56 63 64 90 67 68 69 70 73 73 86 73 109 74 77 77 79 81 82 10783 84 85 85 88 88 88 88 88 88 88 8888 88 88 89 91 92 94 95 97 98 99 99 99 99 99 99 101 102 103 104 105 104 86 108 111 110 112 112 112 113 113 113 113 113 114 3 D300 1 D300 2 D300 4 D300 SEE ALSO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. 30 115 115 115 115 115 115 115 115 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number DEMOLITION FLOOR D200 PLAN DEMOLITION FLOOR PLAN1/4"=1'-0"1 GENERAL DEMOLITION NOTES2 DEMOLITION LEGEND3 EQUIPMENT REMOVE/DISCARD SCHEDULE4 DEMOLITION FLOOR PLAN KEY NOTES5 1.THE INTENT OF THIS DRAWING IS TO DOCUMENT THE DEMOLITION OF FIXTURES, WALLS, FINISHES, EQUIPMENT, SOFFITS, MISCELLANEOUS ITEMS, ETC. AS INDICATED BY THE KEY NOTES AND DASHED LINES. 2.GENERAL CONTRACTOR TO COORDINATE THE DEMOLITION WORK ON THIS DRAWING WITH THE NEW WORK PROPOSED IN THE BALANCE OF THE CONSTRUCTION DOCUMENTS. VERIFY LOCATION OF ALL NEW OPENINGS, FINISHES, ETC. WITH PROPOSED PLAN. GENERAL CONTRACTOR TO REPORT IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DISCOVERIES MADE DURING THIS DEMOLITION PROCESS THAT WILL AFFECT THE NEW WORK. 3.THIS DRAWING IS PROVIDED FOR GENERAL INFORMATION ONLY. 4.CONTRACTOR TO VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BE FAMILIAR WITH THE EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. DIMENSIONS THROUGHOUT THESE CONTRACT DOCUMENTS ARE PARTIALLY TAKEN FROM ORIGINAL DRAWINGS AND ARE TO BE FIELD VERIFIED PRIOR TO DEMOLITION. 5.THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO EXISTING CONDITIONS CAUSED BY CONTRACTOR OR SUBCONTRACTORS, AND SHALL REPAIR ANY DAMAGES TO TENANT'S SATISFACTION. DURING CONSTRUCTION CONTRACTOR TO PROTECT ADJACENT SURFACE FINISHES TO REMAIN AS REQUIRED. 6.CONTRACTOR TO BE RESPONSIBLE FOR BRACING AND OTHER TEMPORARY SUPPORTS NECESSARY FOR THE PROPOSED ALTERATION TO THE EXISTING STRUCTURE. 7.IF, AT ANY TIME, THE CONTRACTOR BECOMES AWARE OF ANY CONDITION THAT WILL OR HAS CREATED AN UNSAFE OR UNANTICIPATED STRUCTURAL CONDITION, NOTIFY ARCHITECT IMMEDIATELY. 8.VERIFY LOCATION OF NEW CONSTRUCTION. 9.WHERE WALLS, FINISHES, ETC. ARE REMOVED, REMAINING SURFACES ARE TO BE REPAIRED FOR NEW CONSTRUCTION/FINISHES. 10.GENERAL CONTRACTOR TO REMOVE ALL DEBRIS IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. DEBRIS SHALL BE REMOVED IN A TIMELY MANNER AND FLOOR AREAS SHALL MAINTAIN A BROOM CLEAN CONDITION DURING THE DEMOLITION PROCESS. 11.NOTE ALL ITEMS TO BE RELOCATED TO BE VERIFIED WITH OWNER/TENANT PRIOR TO INSTALLATION. 12.VERIFY ALL DEMOLITION WORK ON SITE PRIOR TO CONSTRUCTION. 13.INSPECT INTERIOR AND EXTERIOR WALLS. REPLACE ANY DAMAGED SUBSTRATE WALLS, ETC. INSPECT DINING ROOM WINDOWS AND WALLS BELOW WINDOWS FOR EVIDENCE OF MOISTURE DAMAGE AND IMPROPERLY INSTALLED FLASHING. NOTIFY ARCHITECT AND TENANT IMMEDIATELY IF ANY DAMAGE IS FOUND. 14.SEE SHEET A100 FOR ANY SITE DEMOLITION WORK. 15.SEE DEMOLITION REFLECTED CEILING PLAN SHEET D201 FOR ANY CEILING DEMOLITION WORK AND DEMOLITION ROOF PLAN SHEET D202 FOR ANY ROOF DEMOLITION WORK. 16.G.C. TO PROVIDE STORAGE CONTAINERS FOR SALVAGED ITEMS. 17.POS, SECURITY, SAFE, DRINK SYSTEM AND FRUITISTA MACHINE SHALL BE TEMPORARILY RELOCATED PER STORE MANAGER'S DIRECTION BY AUTHORIZED TECHNICIANS. OWNER SHALL COORDINATE. 18.TABLES AND CHAIRS ARE FIXED ELEMENTS AND REMOVAL/DEMOLITION WILL REQUIRE UNBOLTING AND/OR CUTTING/CHIPPING OF EMBEDDED ELEMENTS IN THE SLAB. CONTRACTOR SHALL CAREFULLY SURVEY THE TABLES AND CHAIRS AND INCLUDE PROPER MEANS AND METHODS FOR COMPLETE REMOVAL OF FURNITURE AND PATCHING OF SLAB OR OTHER BUILDING ELEMENTS AND FINISHES AS REQUIRED. 19.ROOF RECOMMENDATIONS: INSPECTION OF EXISTING ROOF BY QUALIFIED ROOFER IS RECOMMENDED. REPLACE ROOF IF WARRANTED. VERIFY ALL ACTIONS WITH OWNER. QTY.ITEM DESCRIPTION QTY.ITEM DESCRIPTION NOTES: 1.CONTRACTOR TO FINAL COORDINATE/VERIFY LIST OF EQUIPMENT TO BE REMOVED WITH TENANT PRIOR TO PROCEEDING WITH WORK. 2.COORDINATE ALL EXISTING UTILITY CONNECTIONS WITH SPECIFICATIONS OF REPLACEMENT EQUIPMENT. MODIFY AS REQUIRED. 3.PRIOR TO DISCARD - COORDINATE ANY ITEMS TO BE RETURNED TO OWNER WITH BORDER FOODS. 10 MENU BOARDS TYPICAL EXISTING WALL TO REMAIN. PROTECT FROM DAMAGE. REFER TO BALANCE OF DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING EQUIPMENT, FIXTURE, FURNITURE, ETC. TO REMAIN. PROTECT FROM DAMAGE. REFER TO BALANCE OF DRAWINGS FOR ADDITIONAL INFORMATION. DEMOLITION ITEMS AS INDICATED (SEE KEY NOTES). 1 ALL EXISTING KITCHEN EQUIPMENT, FIXTURES, SHELVING UNITS, ETC. TO REMAIN, U.N.O. CAREFULLY REMOVE AND RETAIN FOR RELOCATION, AS REQUIRED, TO COMPLETE NEW WORK. PROTECT FROM DAMAGE. IF EXISTING CAN RETAIN IN EXISTING LOCATIONS, PROVIDE BARRIER TO PROTECT FROM DUST, DEBRIS, AND DAMAGE. EXISTING TILE FLOORING AND BASE IN FRONT OF HOUSE TO BE REMOVED. PREP FOR NEW FINISHES SCHEDULED. EXISTING WAINSCOT AND CHAIR RAIL TO BE REMOVED. PREP FOR NEW FINISHES SCHEDULED. AREA OF EXISTING WALL TILE IN FRONT OF HOUSE TO BE REMOVED. PREP FOR NEW FINISHES SCHEDULED. EXISTING ENTRY DOOR TO REMAIN. SEE SHEETS A000 AND A200 FOR ADDITIONAL INFORMATION. EXISTING VESTIBULE DOOR TO REMAIN. SEE SHEETS A000 AND A200 FOR ADDITIONAL INFORMATION. EXISTING ALUMINUM GLAZING SYSTEM TO REMAIN. ALL EXISTING FURNITURE (TABLES, CORE DRILLS, CHAIRS, TRASH RECEPTACLES, CONDIMENT STATION, ETC.) TO BE REMOVED. EXISTING DECOR/ARTWORK TO BE REMOVED. NOT USED. EXISTING SELF-SERVE DRINK TABLE TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. EXISTING SELF-SERVE SODA AND ICE MACHINE AND CARBONATOR TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. EXISTING STRAW AND LID DISPENSER TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. EXISTING SELF-SERVE TEA DISPENSER TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. EXISTING MENU BOARDS ABOVE TO BE REMOVED. EXISTING FRONT LINE COUNTER TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEETS A200 AND A203 FOR ADDITIONAL INFORMATION / NEW WORK REQUIRED. EXISTING FRONT COUNTER POS STATION, SHROUD AND ALL ASSOCIATED EQUIPMENT TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. EXISTING UNDER COUNTER SHELVING TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. EXISTING FRONT COUNTER CUP DISPENSER TO BE REMOVED. EXISTING LOOMIS SAFE TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. EXISTING AMSEC SAFE TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. EXISTING WATERFALL MOBILE ORDER PICK-UP CUBBY TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. EXISTING DIGITAL ORDER KIOSK AND ASSOCIATED EQUIPMENT TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. EXISTING KIOSK STAND TO BE REMOVED. EXISTING HALF WALL TO BE REMOVED IN ITS ENTIRETY. EXISTING TILE FLOORING AND BASE IN RESTROOMS TO BE REMOVED. PREP FOR NEW FINISHES SCHEDULED. EXISTING WALL TILE IN RESTROOMS TO BE REMOVED. PREP FOR NEW FINISHES SCHEDULED. EXISTING RESTROOM DOOR AND FRAME TO BE REMOVED. ALL EXISTING TOILET ROOM FIXTURES AND EQUIPMENT TO BE REMOVED, U.N.O. PORTION OF EXISTING ALUMINUM GLAZING SYSTEM TO BE MODIFIED. SEE A000 & A200 FOR ADDITIONAL INFORMATION. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. EXISTING OVAL BABY CHANGING STATION IN MEN'S RESTROOM TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A201. NOT USED. NOT USED. EXISTING LIGHT SWITCH IN MEN'S RESTROOM TO BE RELOCATED CLOSER TO DOOR. SEE SHEET A201 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING STORAGE CLOSET DOOR, FRAME, AND EQUIPMENT/FIXTURES TO BE REMOVED IN THEIR ENTIRETY. SEE SHEET A200 FOR ADDITIONAL INFORMATION. EXISTING TILE FLOORING AND BASE IN BACK OF HOUSE TO BE REMOVED. PREP FOR NEW FINISHES SCHEDULED. EXISTING WALL FINISHES IN BACK OF HOUSE TO REMAIN, U.N.O. PATCH AND REPAIR AS REQUIRED. AREA OF EXISTING STAINLESS STEEL WALL FINISH TO REMAIN. EXISTING REAR SERVICE DOOR TO REMAIN. SEE SHEETS A000 AND A200 FOR ADDITIONAL INFORMATION. EXISTING HAND SINK TO BE REMOVED. EXISTING FRUITISTA MACHINE TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. NOT USED. EXISTING DRIVE-THRU DRINK TABLE TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. EXISTING DRIVE-THRU SODA AND ICE DISPENSER AND CARBONATOR TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. EXISTING DRIVE-THRU TEA DISPENSER TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. EXISTING COFFEE BREWER TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. EXISTING DRIVE-THRU CUP DISPENSER TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. EXISTING DRIVE-THRU WINDOW TO BE REMOVED. EXISTING DRIVE-THRU POS STATION TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. EXISTING DUAL PRODUCTION LINE AND ALL ASSOCIATED EQUIPMENT TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. EXISTING I-LINE PRODUCTION LINE AND ALL ASSOCIATED EQUIPMENT TO BE REMOVED. NOT USED. NOT USED. EXISTING FRYER TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. MODIFY UTILITIES AS REQUIRED. EXISTING FRY TABLE TO BE REMOVED. EXISTING UNDER COUNTER FREEZER TO BE REMOVED. EXISTING RETHERMALIZER TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. MODIFY UTILITIES AS REQUIRED. NOT USED. NOT USED. EXISTING SHELVING UNIT TO BE REMOVED. EXISTING STAINLESS STEEL TABLE TO BE REMOVED. NOT USED. NOT USED. EXISTING HEAT CABINET TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. NOT USED. EXISTING RICE BINS TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. NOT USED. EXISTING OFFICE DESK AND WALL SHELVING ABOVE TO BE REMOVED. ALL EXISTING OFFICE EQUIPMENT TO BE REMOVED AND RETAINED FOR REINSTALLATION ON NEW OFFICE DESK AND WALL SHELVING. EXISTING MOP SINK TO BE REMOVED. EXISTING CO2 TANKS TO REMAIN. EXISTING WALK-IN COOLER/FREEZER TO REMAIN. EXISTING WATER HEATER TO REMAIN. NOT USED. ALL EXISTING FLOOR DRAINS/FLOOR SINKS/CLEAN OUTS/TRENCH DRAINS TO REMAIN, U.N.O. COORDINATE ANY WORK REQUIRED WITH BORDER FOODS. EXISTING WATER SOFTENER TO REMAIN. EXISTING GREASE INTERCEPTOR TO BE REMOVED. PATCH AND REPAIR EXISTING SLAB AS REQUIRED. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING WATER METER TO REMAIN. EXISTING WATER PRESSURE REGULATOR AND REVERSE OSMOSIS SYSTEM TO REMAIN. NOT USED. EXISTING ROOF LADDER TO REMAIN. EXISTING GREASE COLLECTION SYSTEM TANK TO REMAIN. NOT USED. EXISTING GAS METER TO REMAIN. EXISTING WIRELESS TELEMATICS TIME CLOCK TO REMAIN. EXISTING ELECTRICAL EQUIPMENT TO REMAIN. EXISTING ARCHED ALUMINUM GLAZING SYSTEM AND PORTION OF WALL ABOVE TO BE REMOVED AS REQUIRED FOR NEW ALUMINUM GLAZING SYSTEM SCHEDULED. SEE DEMOLITION ELEVATIONS AND SECTIONS FOR ADDITIONAL INFORMATION. EXISTING HAND SINK AND ALL ASSOCIATED EQUIPMENT TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. MODIFY PLUMBING AS REQUIRED. EXISTING SHELVING UNIT TO BE MODIFIED AS REQUIRED FOR RELOCATED EXISTING RICE BINS TO GO UNDER. EXISTING STAINLESS STEEL TABLE TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A205. EXISTING FLOOR SINKS UNDER PREP SINK AND DUAL LINE TO BE REMOVED. PATCH AND REPAIR EXISTING CONCRETE SLAB AS REQUIRED AFTER REMOVAL. EXISTING FLOOR SINK UNDER I-LINE TO BE REMOVED AND REPLACED WITH NEW FLOOR DRAIN. SEE SHEET A203 AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING FLOOR DRAINS UNDER SELF-SERVE AND DRIVE-THRU DRINK TABLES TO BE RELOCATED. SEE SHEET A203 AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. AREA OF EXISTING STAINLESS STEEL WALL FINISH TO BE REMOVED DUE TO MOP SINK REMOVAL. SEE SHEET A203 FOR ADDITIONAL INFORMATION. EXISTING WALL TO BE REMOVED, SHOWN DASHED. EXISTING PARTIAL HEIGHT WALL AND ASSOCIATED PLATFORM TO BE REMOVED BACK TO FULL HEIGHT WALLS. PATCH AND REPAIR FINISHES SCHEDULED TO REMAIN AS REQUIRED. EXISTING EXTERIOR HOOK UP BOX FOR GREASE COLLECTION SYSTEM TO REMAIN. EXISTING IRRIGATION RISER LOCATION TO REMAIN. EXISTING BOLLARD TO REMAIN. REFER TO DEMOLITION EXTERIOR ELEVATIONS AND DEMOLITION SECTIONS FOR WORK REQUIRED AT TOWERS. AREA WHERE NEW TRENCH DRAIN IS SCHEDULED. IF EXISTING FLOOR SINK/DRAIN EXISTS REMOVE AND MODIFY FLOOR SLAB AS REQUIRED FOR NEW TRENCH DRAIN. IF NONE EXISTS, PROVIDE NEW PLUMBING AS NEEDED. AT AREAS WITH NEW FINISHES SCHEDULED, G.C. TO ASSESS EXISTING SHEATHING AND REPLACE ANY DAMAGED OR DOES NOT MEET SHEATHING SPECIFICATION OUTLINED IN WALL LEGEND ON SHEET A200 FOR NEW FINISH SCHEDULED. SEE SHEETS A203, A600 AND A601 FOR LOCATIONS OF NEW FINISHES. N 1 FRONT COUNTER CUP DISPENSER 1 KIOSK STAND 2 WATER CLOSETS 2 TOILET PAPER HOLDERS 2 GRAB BAR SETS 2 LAVATORIES 2 HAND DRYERS 2 SOAP DISPENSERS 1 VERTICAL BABY CHANGING STATION 2 MIRRORS 1 SANITARY NAPKIN RECEPTACLE 1 HAND SINK 1 DRIVE-THRU WINDOW 1 I-LINE PRODUCTION LINE AND ASSOCIATED EQUIPMENT 1 FRY TABLE 1 UNDER COUNTER FREEZER 3 SHELVING UNITS 1 STAINLESS STEEL TABLE 1 OFFICE DESK AND WALL SHELVING 1 MOP SINK 1 GREASE INTERCEPTOR 23 52 81 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 C C SP C C SP C C C CC C CC DINING CUSTOMER SELF-SERVE VESTIBULE #1 VESTIBULE #2 WOMEN'S MEN'S SERVING DRIVE-THRU KITCHEN TB COOK WASHING COOLER FREEZER OFFICE PREPUTILITY DRY STORAGE 1 1 1 1 1 1 1 2 2 3 4 5 5 5 5 5 5 5 11 12 11 12 11 12 11 12 11 12 11 12 13 14 14 15 16 1516 17 17 18 18 18 1818 18 18 19 19 19 19 19 19 19 22 23 22 23 22 23 22 23 22 2322 23 22 23 25 26 27 28 29 37 38 TYP. 38 TYP. 39 39 40 40 40 40 40 5 40 40 40 40 40 40 4040 40 40 40 40 41 42 43 47 47 474744 TYP. 44 TYP. 44 TYP. 44 TYP. 44 TYP. 44 TYP. 44 TYP. 45 45 46 TYP. 46 TYP. 46 TYP. 46 TYP. 46 TYP. 46 TYP. 46 TYP. 48 50 50 49 51 51 51 2 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number DEMOLITION REFLECTED D201 CEILING PLAN DEMOLITION REFLECTED CEILING PLAN1/4"=1'-0"1 GENERAL DEMOLITION NOTES2 DEMOLITION LEGEND3 NOT USED4 DEMOLITION REFLECTED CEILING PLAN KEY NOTES5 1.THE INTENT OF THIS DRAWING IS TO DOCUMENT THE DEMOLITION OF FIXTURES, WALLS, FINISHES, EQUIPMENT, SOFFITS, MISCELLANEOUS ITEMS, ETC. AS INDICATED BY THE KEY NOTES AND DASHED LINES. 2.GENERAL CONTRACTOR TO COORDINATE THE DEMOLITION WORK ON THIS DRAWING WITH THE NEW WORK PROPOSED IN THE BALANCE OF THE CONSTRUCTION DOCUMENTS. VERIFY LOCATION OF ALL NEW OPENINGS, FINISHES, ETC. WITH PROPOSED PLAN. GENERAL CONTRACTOR TO REPORT IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DISCOVERIES MADE DURING THIS DEMOLITION PROCESS THAT WILL AFFECT THE NEW WORK. 3.THIS DRAWING IS PROVIDED FOR GENERAL INFORMATION ONLY. 4.CONTRACTOR TO VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BE FAMILIAR WITH THE EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. DIMENSIONS THROUGHOUT THESE CONTRACT DOCUMENTS ARE PARTIALLY TAKEN FROM ORIGINAL DRAWINGS AND ARE TO BE FIELD VERIFIED PRIOR TO DEMOLITION. 5.THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO EXISTING CONDITIONS CAUSED BY CONTRACTOR OR SUBCONTRACTORS, AND SHALL REPAIR ANY DAMAGES TO TENANT'S SATISFACTION. DURING CONSTRUCTION CONTRACTOR TO PROTECT ADJACENT SURFACE FINISHES TO REMAIN AS REQUIRED. 6.CONTRACTOR TO BE RESPONSIBLE FOR BRACING AND OTHER TEMPORARY SUPPORTS NECESSARY FOR THE PROPOSED ALTERATION TO THE EXISTING STRUCTURE. 7.IF, AT ANY TIME, THE CONTRACTOR BECOMES AWARE OF ANY CONDITION THAT WILL OR HAS CREATED AN UNSAFE OR UNANTICIPATED STRUCTURAL CONDITION, NOTIFY ARCHITECT IMMEDIATELY. 8.VERIFY LOCATION OF NEW CONSTRUCTION. 9.WHERE WALLS, FINISHES, ETC. ARE REMOVED, REMAINING SURFACES ARE TO BE REPAIRED FOR NEW CONSTRUCTION/FINISHES. 10.GENERAL CONTRACTOR TO REMOVE ALL DEBRIS IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. DEBRIS SHALL BE REMOVED IN A TIMELY MANNER AND FLOOR AREAS SHALL MAINTAIN A BROOM CLEAN CONDITION DURING THE DEMOLITION PROCESS. 11.NOTE ALL ITEMS TO BE RELOCATED TO BE VERIFIED WITH OWNER/TENANT PRIOR TO INSTALLATION. 12.VERIFY ALL DEMOLITION WORK ON SITE PRIOR TO CONSTRUCTION. 13.INSPECT INTERIOR AND EXTERIOR WALLS. REPLACE ANY DAMAGED SUBSTRATE WALLS, ETC. INSPECT DINING ROOM WINDOWS AND WALLS BELOW WINDOWS FOR EVIDENCE OF MOISTURE DAMAGE AND IMPROPERLY INSTALLED FLASHING. NOTIFY ARCHITECT AND TENANT IMMEDIATELY IF ANY DAMAGE IS FOUND. 14.SEE SHEET A100 FOR ANY SITE DEMOLITION WORK. 15.SEE DEMOLITION FLOOR PLAN SHEET D200 FOR ADDITIONAL DEMOLITION WORK AND DEMOLITION ROOF PLAN SHEET D202 FOR ROOF DEMOLITION WORK. 16.G.C. TO PROVIDE STORAGE CONTAINERS FOR SALVAGED ITEMS. 17.POS, SECURITY, SAFE, DRINK SYSTEM AND FRUITISTA MACHINE SHALL BE TEMPORARILY RELOCATED PER STORE MANAGER'S DIRECTION BY AUTHORIZED TECHNICIANS. OWNER SHALL COORDINATE. 18.TABLES AND CHAIRS ARE FIXED ELEMENTS AND REMOVAL/DEMOLITION WILL REQUIRE UNBOLTING AND/OR CUTTING/CHIPPING OF EMBEDDED ELEMENTS IN THE SLAB. CONTRACTOR SHALL CAREFULLY SURVEY THE TABLES AND CHAIRS AND INCLUDE PROPER MEANS AND METHODS FOR COMPLETE REMOVAL OF FURNITURE AND PATCHING OF SLAB OR OTHER BUILDING ELEMENTS AND FINISHES AS REQUIRED. 19.ROOF RECOMMENDATIONS: INSPECTION OF EXISTING ROOF BY QUALIFIED ROOFER IS RECOMMENDED. REPLACE ROOF IF WARRANTED. VERIFY ALL ACTIONS WITH OWNER. TYPICAL EXISTING WALL TO REMAIN. PROTECT FROM DAMAGE. REFER TO BALANCE OF DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING EQUIPMENT, FIXTURE, FURNITURE, ETC. TO REMAIN. PROTECT FROM DAMAGE. REFER TO BALANCE OF DRAWINGS FOR ADDITIONAL INFORMATION. DEMOLITION ITEMS AS INDICATED (SEE KEY NOTES). 1 EXISTING FRONT OF HOUSE CEILING AND GRID TO BE REMOVED. EXISTING GYP. BD. SOFFIT TO REMAIN. PORTION OF EXISTING GYP. BD. SOFFIT TO BE REMOVED, AREA SHOWN HATCHED. REFER TO SHEET A204 FOR NEW WORK REQUIRED. EXISTING MENU BOARD SOFFIT TO BE MODIFIED AS REQUIRED TO RAISE TO 7'-0". SEE SHEET A204 FOR NEW WORK REQUIRED. ALL EXISTING LIGHTING IN FRONT OF HOUSE TO BE REMOVED. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. EXISTING FRONT OF HOUSE SUPPLY DIFFUSERS TO BE REMOVED. EXISTING FRONT OF HOUSE RETURN AIR GRILLES TO BE REMOVED. EXISTING MENU BOARDS TO BE REMOVED. EXISTING GYP. BD. CEILING IN RESTROOMS TO REMAIN. PATCH AND REPAIR AS REQUIRED. EXISTING RESTROOM DIFFUSER TO BE REMOVED. EXISTING RESTROOM EXHAUST GRILLE TO BE REMOVED. EXISTING RESTROOM LIGHT FIXTURE TO BE REMOVED. EXISTING BACK OF HOUSE CEILING AND GRID TO REMAIN, U.N.O. ALL EXISTING BACK OF HOUSE LIGHT FIXTURES TO REMAIN. NOT USED. NOT USED. EXISTING BACK OF HOUSE SUPPLY DIFFUSERS TO REMAIN, U.N.O. EXISTING BACK OF HOUSE RETURN AIR GRILLES TO REMAIN NOT USED. EXISTING WALK-IN COOLER LIGHTING TO REMAIN. EXISTING WALK-IN COOLER MECHANICALS TO REMAIN. EXISTING WALK-IN FREEZER LIGHTING TO REMAIN. EXISTING WALK-IN FREEZER MECHANICALS TO REMAIN. EXISTING EXHAUST HOOD TO REMAIN. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. EXISTING WALL PACK LIGHT FIXTURE TO BE REMOVED. REMOVE WIRING BACK TO SOURCE. EXISTING SECURITY CAMERAS TO REMAIN. REINSTALL IN EXISTING LOCATIONS IF REQUIRED TO BE REMOVED DUE TO NEW WORK SCHEDULED. COORDINATE WORK REQUIRED WITH BORDER FOODS. EXISTING SPEAKER TO BE REMOVED. ALL EXISTING CEILING ACCESSORIES TO REMAIN, U.N.O. REINSTALL IN EXISTING LOCATIONS IF REQUIRED TO BE REMOVED DUE TO NEW WORK SCHEDULED. PORTION OF EXISTING CEILING GRID TO BE REMOVED AS REQUIRED FOR NEW LINEAR DIFFUSER LOCATION. EXISTING LINEAR DIFFUSER TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A204 FOR ADDITIONAL INFORMATION. MODIFY EXISTING DUCTWORK AS REQUIRED. EXISTING LINEAR DIFFUSER TO BE REMOVED AND REPLACED WITH TYPICAL 2X2 DIFFUSER. SEE SHEET A204 FOR ADDITIONAL INFORMATION. MODIFY EXISTING DUCTWORK AS REQUIRED. EXISTING EXTERIOR SOFFIT LIGHT FIXTURES TO BE REMOVED. REMOVE WIRING BACK TO SOURCE. EXISTING EXTERIOR SOFFIT LIGHT FIXTURES AT TOWER TO BE REMOVED. SEE SHEET A204 FOR NEW WORK REQUIRED. EXISTING SOFFIT VENTS TO BE REMOVED. EXISTING EXTERIOR SOFFIT TO BE REMOVED. SEE DEMOLITION SECTIONS AND DEMOLITION EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. EXISTING VESTIBULE HEATER TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A204 FOR ADDITIONAL INFORMATION. EXISTING MONITOR TO REMAIN. EXISTING MONITOR TO BE REMOVED AND RETAINED FOR RELOCATION. SEE SHEET A204 FOR ADDITIONAL INFORMATION. EXISTING CEILING MOUNTED OUTLET TO REMAIN. REINSTALL IN EXISTING LOCATION IF REQUIRED TO BE REMOVED DUE TO NEW WORK SCHEDULED. 38 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 39 40 N 41 42 43 44 45 46 47 48 49 50 51 1 2 3 4 5 6 7 8 9 11 12 27 27 14 TYP. 1914 TYP. 15 16 15 16 25 25 25 25 25 25 252525252525 25 25 25 25 26 33 10 13 13 13 13 28 28 28 28 28 30 28 28 29 29 29 29 2929 29 29 30 30 30 30 30 30 30 283030 3130 30 31 30 30 3130 30 32 32 3232 1 D400 1 D401 2 D401 2 D400 1 D402 2 D402 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number DEMOLITION ROOF PLAN D202 ROOF PLAN1/4"=1'-0"1 NOT USED4 ROOF PLAN GENERAL NOTES5 DEMOLITION ROOF PLAN KEY NOTES6 1.ROOF RECOMMENDATIONS: INSPECTION OF EXISTING ROOF BY QUALIFIED ROOFER IS RECOMMENDED. ROOFER TO FIELD VERIFY EXISTING CONDITIONS (IE: DRAINAGE, EQUIPMENT, EXTENT OF ROOFING AT BACKSIDE OF PARAPET, ETC.) AND INCLUDE ALL COMPONENTS AND MATERIALS NECESSARY TO COMPLETE THE PROJECT IN BID. 2.ALL ROOF DRAINAGE TO BE VERIFIED PRIOR TO DEMOLITION. CONTRACTOR TO VERIFY EXISTING PIPE SIZES ARE ADEQUATE PER NEW DESIGN. NOTE: EXISTING ROOF DRAINAGE TO REMAIN. RE-ROUTE AS NECESSARY. 3.NEW ROOFING TO BE TIED INTO EXISTING PRIMARY AND SECONDARY ROOF DRAINS AS REQUIRED. 4.COORDINATE ANY NEW ROOF PENETRATIONS AS REQUIRED BETWEEN ALL TRADES. 5.COORDINATE CONDITIONS NECESSARY WITH ANY NEW ROOF EQUIPMENT SCHEDULED THESE PLANS BETWEEN ALL TRADES. 6.EXISTING EQUIPMENT INDICATED THIS PLAN FOR SCHEMATIC REFERENCE ONLY. FIELD VERIFY ALL LOCATIONS AND CONDITIONS PRIOR TO BID. 7.ALL ITEMS INDICATED AS EXISTING OR RELOCATED ARE TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. 1 EXISTING KITCHEN/BACK OF HOUSE ROOF TOP UNIT TO REMAIN. EXISTING DINING/FRONT OF HOUSE ROOF TOP UNIT TO REMAIN. EXISTING SELF-SERVE ICE MACHINE CONDENSER TO REMAIN. EXISTING DRIVE-THRU ICE MACHINE CONDENSER TO REMAIN. EXISTING FRUITISTA MACHINE CONDENSER TO REMAIN. EXISTING WALK-IN COOLER CONDENSER TO REMAIN. EXISTING WALK-IN FREEZER CONDENSER TO REMAIN. EXISTING HOOD EXHAUST FAN TO REMAIN. EXISTING TOILET ROOM EXHAUST FAN TO REMAIN. EXISTING MUZAK/SATELLITE DISH TO BE REMOVED. PATCH AND REPAIR ROOF AS REQUIRED. REMOVE EXISTING ROOF HATCH NO LONGER IN USE. PATCH IN OPENING WITH NEW CONSTRUCTION TO MATCH EXISTING ADJACENT CONSTRUCTION. EXISTING ROOF LADDER TO REMAIN. EXISTING METAL CAP FLASHING TO BE REMOVED. REFER TO BALANCE OF DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING ROOFING SYSTEM TO REMAIN. PATCH AND REPAIR AS REQUIRED. EXISTING PRIMARY ROOF DRAIN TO REMAIN. EXISTING OVERFLOW ROOF DRAIN TO REMAIN. NOT USED. NOT USED. EXISTING MAKE-UP AIR UNIT TO BE REMOVED IF NOT IN OPERATION. PATCH AND REPAIR ANY OPENINGS WITH NEW CONSTRUCTION TO MATCH EXISTING ADJACENT CONSTRUCTION AS REQUIRED. COORDINATE WITH BORDER FOODS. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. EXISTING LOUVER TO REMAIN. PROTECT FROM DAMAGE. G.C. TO ENSURE QUANTITY AND SIZE OF LOUVERS MEETS MINIMUM REQUIREMENT. SEE SHEET A202 FOR ADDITIONAL INFORMATION. EXISTING ACCESS OPENING IN PARAPET TO REMAIN. EXISTING METAL CAP FLASHING AROUND EXISTING PREFAB WALK-IN COOLER/FREEZER BOX TO REMAIN. EXISTING SOFFIT AT BOTTOM OF MANSARD ROOF TO BE CAREFULLY REMOVED IN ITS ENTIRETY. REFER TO BALANCE OF DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING MANSARD ROOF GUTTER SYSTEM TO BE REMOVED IF NOT NECESSARY ONCE NEW WORK IS COMPLETE. NOTIFY ARCHITECT IMMEDIATELY AND PRIOR TO REMOVAL IF IT MUST BE MAINTAINED FOR PROPER ROOF DRAINAGE. REFER TO BALANCE OF DEMOLITION DRAWINGS AS WELL AS A300 AND A400 SERIES SHEETS FOR ADDITIONAL INFORMATION. - IF ABANDONED: PIPING TO BE SEALED AND CAPPED OFF TO PREVENT WATER BACK-UP ISSUES. - IF TO REMAIN: REROUTE / RECONNECT AS REQUIRED DUE TO NEW ROOF CONSTRUCTION TO MAINTAIN DRAINAGE NEEDS. EXISTING ROOF UP-LIGHTING TO BE REMOVED. REMOVE WIRING BACK TO SOURCE. EXISTING TOWERS TO BE MODIFIED. REFER TO BALANCE OF DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING MANSARD CLAY ROOF TILES AND PORTION OF EXISTING SUBSTRATE TO BE CAREFULLY REMOVED. REFER TO BALANCE OF DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION. AREA OF EXISTING LOW SPOT. G.C. TO ASSESS AND COORDINATE WORK REQUIRED WITH BORDER FOODS. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 N 1.THE INTENT OF THIS DRAWING IS TO DOCUMENT THE DEMOLITION OF FIXTURES, WALLS, FINISHES, EQUIPMENT, SOFFITS, MISCELLANEOUS ITEMS, ETC. AS INDICATED BY THE KEY NOTES AND DASHED LINES. 2.GENERAL CONTRACTOR TO COORDINATE THE DEMOLITION WORK ON THIS DRAWING WITH THE NEW WORK PROPOSED IN THE BALANCE OF THE CONSTRUCTION DOCUMENTS. VERIFY LOCATION OF ALL NEW OPENINGS, FINISHES, ETC. WITH PROPOSED PLAN. GENERAL CONTRACTOR TO REPORT IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DISCOVERIES MADE DURING THIS DEMOLITION PROCESS THAT WILL AFFECT THE NEW WORK. 3.THIS DRAWING IS PROVIDED FOR GENERAL INFORMATION ONLY. 4.CONTRACTOR TO VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BE FAMILIAR WITH THE EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. DIMENSIONS THROUGHOUT THESE CONTRACT DOCUMENTS ARE PARTIALLY TAKEN FROM ORIGINAL DRAWINGS AND ARE TO BE FIELD VERIFIED PRIOR TO DEMOLITION. 5.THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO EXISTING CONDITIONS CAUSED BY CONTRACTOR OR SUBCONTRACTORS, AND SHALL REPAIR ANY DAMAGES TO TENANT'S SATISFACTION. DURING CONSTRUCTION CONTRACTOR TO PROTECT ADJACENT SURFACE FINISHES TO REMAIN AS REQUIRED. 6.CONTRACTOR TO BE RESPONSIBLE FOR BRACING AND OTHER TEMPORARY SUPPORTS NECESSARY FOR THE PROPOSED ALTERATION TO THE EXISTING STRUCTURE. 7.IF, AT ANY TIME, THE CONTRACTOR BECOMES AWARE OF ANY CONDITION THAT WILL OR HAS CREATED AN UNSAFE OR UNANTICIPATED STRUCTURAL CONDITION, NOTIFY ARCHITECT IMMEDIATELY. 8.VERIFY LOCATION OF NEW CONSTRUCTION. 9.WHERE WALLS, FINISHES, ETC. ARE REMOVED, REMAINING SURFACES ARE TO BE REPAIRED FOR NEW CONSTRUCTION/FINISHES. 10.GENERAL CONTRACTOR TO REMOVE ALL DEBRIS IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. DEBRIS SHALL BE REMOVED IN A TIMELY MANNER AND FLOOR AREAS SHALL MAINTAIN A BROOM CLEAN CONDITION DURING THE DEMOLITION PROCESS. 11.NOTE ALL ITEMS TO BE RELOCATED TO BE VERIFIED WITH OWNER/TENANT PRIOR TO INSTALLATION. 12.VERIFY ALL DEMOLITION WORK ON SITE PRIOR TO CONSTRUCTION. 13.INSPECT INTERIOR AND EXTERIOR WALLS. REPLACE ANY DAMAGED SUBSTRATE WALLS, ETC. INSPECT DINING ROOM WINDOWS AND WALLS BELOW WINDOWS FOR EVIDENCE OF MOISTURE DAMAGE AND IMPROPERLY INSTALLED FLASHING. NOTIFY ARCHITECT AND TENANT IMMEDIATELY IF ANY DAMAGE IS FOUND. 14.SEE SHEET A100 FOR ANY SITE DEMOLITION WORK. 15.SEE DEMOLITION FLOOR PLAN SHEET D200 FOR ADDITIONAL DEMOLITION WORK AND DEMOLITION REFLECTED CEILING PLAN SHEET D201 FOR ANY CEILING DEMOLITION WORK. 16.G.C. TO PROVIDE STORAGE CONTAINERS FOR SALVAGED ITEMS. 17.POS, SECURITY, SAFE, DRINK SYSTEM AND FRUITISTA MACHINE SHALL BE TEMPORARILY RELOCATED PER STORE MANAGER'S DIRECTION BY AUTHORIZED TECHNICIANS. OWNER SHALL COORDINATE. 18.TABLES AND CHAIRS ARE FIXED ELEMENTS AND REMOVAL/DEMOLITION WILL REQUIRE UNBOLTING AND/OR CUTTING/CHIPPING OF EMBEDDED ELEMENTS IN THE SLAB. CONTRACTOR SHALL CAREFULLY SURVEY THE TABLES AND CHAIRS AND INCLUDE PROPER MEANS AND METHODS FOR COMPLETE REMOVAL OF FURNITURE AND PATCHING OF SLAB OR OTHER BUILDING ELEMENTS AND FINISHES AS REQUIRED. 19.ROOF RECOMMENDATIONS: INSPECTION OF EXISTING ROOF BY QUALIFIED ROOFER IS RECOMMENDED. REPLACE ROOF IF WARRANTED. VERIFY ALL ACTIONS WITH OWNER. 24 25 26 27 30 31 32 28 29 DEMOLITION LEGEND3 TYPICAL EXISTING WALL TO REMAIN. PROTECT FROM DAMAGE. REFER TO BALANCE OF DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING EQUIPMENT, FIXTURE, FURNITURE, ETC. TO REMAIN. PROTECT FROM DAMAGE. REFER TO BALANCE OF DRAWINGS FOR ADDITIONAL INFORMATION. DEMOLITION ITEMS AS INDICATED (SEE KEY NOTES). GENERAL DEMOLITION NOTES2 33 ALL EXTERIOR BUILDING SIGNS, DIRECTIONAL SIGNS, EXPRESSION PANELS, ARTWORK, AND/OR ANY ITEM CONTAINING THE WORDS "TACO BELL" AND/OR TACO BELL LOGO SCHEDULED TO BE REMOVED SHALL BE DESTROYED. G.C. TO SEND PHOTOS TO BORDER FOODS REFLECTING PROOF OF DESTRUCTION. ALL EXTERIOR BUILDING SIGNS, DIRECTIONAL SIGNS, EXPRESSION PANELS, ARTWORK, AND/OR ANY ITEM CONTAINING THE WORDS "TACO BELL" AND/OR TACO BELL LOGO SCHEDULED TO BE REMOVED SHALL BE DESTROYED. G.C. TO SEND PHOTOS TO BORDER FOODS REFLECTING PROOF OF DESTRUCTION. ALL EXTERIOR BUILDING SIGNS, DIRECTIONAL SIGNS, EXPRESSION PANELS, ARTWORK, AND/OR ANY ITEM CONTAINING THE WORDS "TACO BELL" AND/OR TACO BELL LOGO SCHEDULED TO BE REMOVED SHALL BE DESTROYED. G.C. TO SEND PHOTOS TO BORDER FOODS REFLECTING PROOF OF DESTRUCTION. 1 D401 1 D400 2 D402 1 D402 2 D401 ALL EXTERIOR BUILDING SIGNS, DIRECTIONAL SIGNS, EXPRESSION PANELS, ARTWORK, AND/OR ANY ITEM CONTAINING THE WORDS "TACO BELL" AND/OR TACO BELL LOGO SCHEDULED TO BE REMOVED SHALL BE DESTROYED. G.C. TO SEND PHOTOS TO BORDER FOODS REFLECTING PROOF OF DESTRUCTION. 2 D400 1 1 2 TYP. 2 TYP. 2 TYP. 2 TYP. 2 TYP. 2 TYP. 2 TYP. 3 3 3 3 4 4 4 13 TYP. 13 TYP. 13 TYP. 13 TYP. 16 TYP. 16 TYP. 16 TYP. 16 TYP. 17 17 18 18 18 18 19 20 22 TYP. 22 TYP. 22 TYP. 22 TYP. 23 242525 25 25 26 24 26 26 26 26 26 252725 28 28 28 2828323031 33 TYP. 33 TYP. 33 TYP. 33 TYP. 33 TYP. 33 TYP. 33 TYP. 33 TYP. 3434 3434 34 34 35 35 36 36 37 38 38 38 38 BEYOND 38 BEYOND 38 BEYOND 38 BEYOND 38 BEYOND 38 BEYOND 39 39 39 40 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License NumberDEMOLITION NORTH EXTERIOR ELEVATION1/4"=1'-0"1 DEMOLITION SOUTH EXTERIOR ELEVATION1/4"=1'-0"2 DEMOLITION EAST EXTERIOR ELEVATION1/4"=1'-0"3 DEMOLITION WEST EXTERIOR ELEVATION1/4"=1'-0"4 DEMO. EXT. ELEV. KEY NOTES5 DEMOLITION LEGEND6 DEMOLITION EXTERIOR D300 ELEVATIONS GENERAL NOTES7 1.WHERE EXISTING FINISH IS NOT CALLED OUT TO BE REMOVED, CONTRACTOR TO DETERMINE WHETHER THE EXIST. FINISH CAN BE SAVED FOR RE-USE OR IF ALL NEW FINISH IS REQUIRED. IF EXISTING SURFACE FINISHES ARE TO REMAIN, THE G.C. WILL BE REQUIRED TO MATCH EXISTING WITH NEW FINISHES TO PROVIDE A CONSISTENT FINAL RESULT. VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO BID AND INCLUDE ALL PRICING IN BASE BID, NO EXCEPTIONS. 2.IF EXISTING VESTIBULE TOWER, SIDE ENTRY TOWER, AND / OR REAR TOWER WAS INSTALLED AS A PRE-FABRICATED COMPONENT, REMOVAL AND REPLACEMENT IN ITS ENTIRETY WILL BE REQUIRED. VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO BID AND CONTACT ARCHITECT FOR DIRECTION GOING FORWARD IF EXISTING TOWERS ARE FOUND TO BE PRE-FABRICATED COMPONENTS. 3.REFER TO DEMOLITION WALL SECTIONS FOR ADDITIONAL INFO. 4.REFER TO DEMOLITION FLOOR PLAN SHEET D200 FOR ADDITIONAL GENERAL NOTES THAT APPLY TO ALL DEMOLITION. EXISTING TO BE REMOVED IN ITS ENTIRETY. NOTES: 1.REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION. 2.REFER TO KEYNOTES FOR ADDITIONAL INFORMATION. EXISTING FINISH TO BE CAREFULLY REMOVED BACK TO EXISTING SUBSTRATE, U.N.O. PROTECT EXISTING SUBSTRATE AND EXISTING STRUCTURE FROM DAMAGE, AS REQUIRED. EXISTING TO REMAIN. PROTECT FROM DAMAGE. 1 EXISTING BUILDING SIGNS TO BE REMOVED. PROTECT ADJACENT FINISHES THAT ARE TO REMAIN FROM DAMAGE. MODIFY EXISTING POWER AS REQUIRED FOR NEW SIGNAGE SCHEDULED. EXISTING E.I.F.S. / STUCCO TO REMAIN, U.N.O. PATCH AND REPAIR AS REQUIRED. PAINT AS SCHEDULED. EXISTING E.I.F.S. / STUCCO WINDOW SILL ACCENT BAND TO REMAIN, U.N.O. PATCH AND REPAIR AS REQUIRED. PAINT AS SCHEDULED. PORTION OF EXISTING E.I.F.S. / STUCCO ACCENT BAND TO BE REMOVED BACK TO EVEN WITH EXISTING ADJACENT FIELD E.I.F.S. / STUCCO FINISH SCHEDULED TO REMAIN. PATCH AND REPAIR AS REQUIRED. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. EXISTING ROOFING CLAY TILES TO BE REMOVED BACK TO SUBSTRATE. PROTECT ADJACENT FINISHES THAT ARE TO REMAIN FROM DAMAGE. REMOVE PORTION OF ROOF SUBSTRATE AS INDICATED ON DEMOLITION EXTERIOR WALL SECTIONS. NOT USED. NOT USED. EXISTING ROOF LIGHT FIXTURE TO BE REMOVED. EXISTING ALUMINUM FRAMED ENTRY DOOR TO REMAIN. SEE SHEETS A000 AND A200. EXISTING ALUMINUM GLAZING SYSTEM TO REMAIN. EXISTING REAR SERVICE DOOR TO REMAIN. PREP FOR PAINT AS SCHEDULED. EXISTING DRIVE-THRU WINDOW TO BE REMOVED. SEE SHEETS A000 AND A200 FOR NEW WORK REQUIRED. NOT USED. EXISTING METAL CAP FLASHING TO BE REMOVED. EXISTING GAS METER TO REMAIN. PREP PIPES AS REQUIRED FOR NEW PAINT SCHEDULED. DO NOT PAINT METER. EXISTING ELECTRICAL EQUIPMENT TO REMAIN. PREP FOR NEW PAINT SCHEDULED. LOCATION OF EXISTING ROOF DRAINS AND OVERFLOW DRAINS. REMOVE IF NO LONGER IN USE DUE TO NEW PARAPET / ROOF WORK, OTHERWISE, PROTECT FROM DAMAGE AND REPAIR TO PROPER WORKING ORDER IF STILL IN USE (FIELD VERIFY). EXISTING EXTERIOR CAMERA LOCATION. COORDINATE WORK REQUIRED WITH BORDER FOODS. EXISTING HOSE BIBB LOCATION TO REMAIN. EXISTING BOLLARD TO REMAIN. NOT USED. EXISTING IRRIGATION RISER TO REMAIN. PROTECT FROM DAMAGE. EXISTING EXTERIOR HOOK UP BOX FOR GREASE COLLECTION SYSTEM TO REMAIN. EXISTING CO2 TANK TO REMAIN. EXISTING CONTINUOUS EXTERIOR SOFFIT, FASICA, AND ALL RELATED LIGHTING / VENTS TO BE CAREFULLY REMOVED. PROTECT ADJACENT FINISHES THAT ARE TO REMAIN FROM DAMAGE. REMOVE EXISTING LIGHTING WIRING BACK TO SOURCE. EXISTING ARCHED SOFFIT TO BE CAREFULLY REMOVED. SEE DEMOLITION EXTERIOR WALL SECTIONS FOR ADDITIONAL INFORMATION. EXISTING ARCHED WINDOW AND FRAME TO BE CAREFULLY REMOVED. PROTECT ADJACENT FINISHES THAT ARE TO REMAIN FROM DAMAGE. PORTION OF EXISTING FRAMING TO BE REMOVED AS REQUIRED TO SQUARE OFF WINDOW OPENINGS. SEE SHEETS A000, A200, AND A300 FOR ADDITIONAL INFORMATION. PROTECT ADJACENT FINISHES THAT ARE TO REMAIN FROM DAMAGE. EXISTING EXTERIOR WALL PACK LIGHT FIXTURE TO BE REMOVED. REMOVE WIRING BACK TO SOURCE. EXISTING E.I.F.S. FINISH TO BE CAREFULLY REMOVED BACK TO SUBSTRATE. PROTECT SUBSTRATE AND ADJACENT FINISHES THAT ARE TO REMAIN FROM DAMAGE. EXISTING ROOF LADDER TO REMAIN. SEE SHEETS A300 AND A301 FOR ADDITIONAL INFORMATION. REMOVE EXISTING ADDRESS SIGN AND RETAIN FOR INSTALL IN NEW LOCATION. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 EXISTING TOWER FRAMING TO REMAIN EXISTING ARCHED SOFFIT HEADER, FRAMING, AND SUBSTRATE TO BE CAREFULLY REMOVED EXISTING ARCHED SOFFIT TO BE CAREFULLY REMOVED IN ITS ENTIRETY. EXISTING E.I.F.S. FINISH TO BE CAREFULLY REMOVED BACK TO EXISTING SUBSTRATE EXISTING DOOR / WINDOW HEADER, SUBSTRATE AND INSULATION INFILL TO REMAIN. EXISTING TRUSS TAIL OVERHANG AND ASSOCIATED TOWER FRAMING TO REMAIN. EXISTING E.I.F.S. FINISH TO BE CAREFULLY REMOVED BACK TO EXISTING SUBSTRATE. EXISTING E.I.F.S. FINISH TO BE REMOVED EXISTING SUBSTRATE TO BE REMOVED EXISTING CONCRETE WALK TO REMAIN EXISTING TOWER CRICKET FRAMING AND SUBSTRATE TO BE CAREFULLY REMOVED. 0'-0" T.O. (E) SLAB 6'-0"± (V.I.F.) B.O. (E) ARCH 8'-4 1/2"± (V.I.F.) T.O. (E) ARCH / T.O. (E) WDW. 9'-2"± (V.I.F.) B.O. (E) SOFFIT 14'-9"± (V.I.F.) T.O. (E) TOWER 17'-4 1/2"± (V.I.F.) T.O. (E) PARAPET 8'-6"± A.F.F.(V.I.F.) B.O. (E) CEILING 8'-10 1/2"± A.F.F. (V.I.F.) B.O. (E) SOFFIT 9'-5"± A.F.F. (V.I.F.) B.O. (E) CEILING 0'-0" T.O. (E) SLAB 17'-4 1/2"± (V.I.F.) T.O. (E) PARAPET 7'-0" B.O. (E) ARCH 9'-5"± (V.I.F.) T.O. (E) ARCH 9'-7"± (V.I.F.) B.O. (E) SOFFIT / T.O. (E) WDW. 16'-10 1/2"± (V.I.F.) T.O. (E) TOWER 8'-9 1/4"± A.F.F.(V.I.F.) B.O. (E) CEILING 8'-10 1/2"± A.F.F. (V.I.F.) B.O. (E) SOFFIT 9'-5"± A.F.F. (V.I.F.) B.O. (E) CEILING G.C. SHALL FIELD VERIFY CONDITION OF EXISTING CONSTRUCTION PRIOR TO BID. NOTIFY ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY AND PRIOR TO BID SUBMITTAL. REPLACE ANY DAMAGED SUBSTRATE WITH NEW AS REQUIRED. PROTECT ALL MATERIALS SCHEDULED TO BE REUSED FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. PATCH AND REPAIR AS REQUIRED. SEE 1/D400 FOR TYPICAL NOTES AND INFORMATION 1'-6"EXISTING ROOFSUBSTRATE TO BEREMOVEDEXISTING ROOF SUBSTRATE TO REMAIN1'-6"EXISTING ROOFSUBSTRATE TO BEREMOVED1'- 6 " E X I S T I N G R O O F S U B S T R A T E T O B E R E M O V E D E X I S T I N G R O O F S U B S T R A T E T O R E M A I N 1'- 6 " E X I S T I N G R O O F S U B S T R A T E T O B E R E M O V E D EXISTING FLOORING TO BE REMOVED EXISTING FLOORING TO BE REMOVED EXISTING CONCRETE SLAB TO REMAIN EXISTING FOUNDATION WALL TO REMAIN EXISTING CONCRETE SLAB TO REMAIN EXISTING FOUNDATION WALL TO REMAIN EXISTING CEILING TO BE REMOVED EXISTING CEILING TO BE REMOVED EXISTING CEILING TO BE REMOVED EXISTING CEILING TO BE REMOVED PORTION OF EXISTING PARAPET FRAMING AND SUBSTRATE TO BE REMOVED AS NEEDED FOR NEW STRUCTURE. SEE 1/A400. EXISTING BLOCKING AND CAP FLASHING TO BE CAREFULLY REMOVED. REFER TO A400 SHEETS FOR ADDITIONAL INFORMATION. EXISTING CLAY ROOF TILES AND ALL ASSOCIATED ROOFING MATERIALS TO BE CAREFULLY REMOVED DOWN TO ROOF SUBSTRATE. PORTION OF EXISTING ROOF MEMBRANE TO BE CAREFULLY REMOVED EXISTING ROOF MEMBRANE TO REMAIN PORTION OF EXISTING PARAPET FRAMING AND SUBSTRATE TO BE REMOVED AS NEEDED FOR NEW STRUCTURE. SEE 2/A400. PORTION OF EXISTING ROOF MEMBRANE TO BE CAREFULLY REMOVED EXISTING BLOCKING AND CAP FLASHING TO BE CAREFULLY REMOVED. REFER TO A400 SHEETS FOR ADDITIONAL INFORMATION. EXISTING CLAY ROOF TILES AND ALL ASSOCIATED ROOFING MATERIALS TO BE CAREFULLY REMOVED DOWN TO ROOF SUBSTRATE. EXISTING CONCRETE WALK TO REMAIN PORTION OF EXISTING GLAZING SYSTEM TO BE REMOVED - SEE A000 FOR ADDITIONAL INFORMATION EXISTING GYP. BD. SOFFIT AND FRAMING TO REMAIN EXISTING GLAZING TOP FRAME TO REMAIN EXISTING ROOF TRUSS STRUCTURE TO REMAIN EXISTING SUBSTRATE AND INSULATION INFILL TO REMAIN EXISTING ROOF TRUSS STRUCTURE TO REMAIN EXISTING SUBSTRATE AND INSULATION INFILL TO REMAIN EXISTING ALUMINUM STOREFRONT SYSTEM AND GLAZING TO REMAIN. PROTECT FROM DAMAGE. MODIFY EXISTING FRAMING AS REQUIRED TO PROVIDE NEW HEADER. REFER TO A400 SHEETS FOR ADDITIONAL INFORMATION. EXISTING ALUMINUM STOREFRONT SYSTEM AND GLAZING TO REMAIN. PROTECT FROM DAMAGE. EXISTING GYP. BD. SOFFIT AND FRAMING TO REMAIN EXISTING DOOR / WINDOW HEADER, SUBSTRATE AND INSULATION INFILL TO REMAIN. EXISTING METAL ANGLE TO REMAIN EXISTING E.I.F.S. FINISH TO BE REMOVED EXISTING SUBSTRATE TO BE REMOVED EXISTING TOWER FRAMING TO REMAIN EXISTING E.I.F.S. FINISH TO BE CAREFULLY REMOVED BACK TO EXISTING SUBSTRATE. EXISTING TRUSS TAIL OVERHANG AND ASSOCIATED TOWER FRAMING TO REMAIN. MODIFY EXISTING FRAMING AS REQUIRED TO PROVIDE NEW HEADER. REFER TO A400 SHEETS FOR ADDITIONAL INFORMATION. EXISTING TOWER CRICKET FRAMING AND SUBSTRATE TO BE CAREFULLY REMOVED. EXISTING ARCHED SOFFIT HEADER, FRAMING, AND SUBSTRATE TO BE CAREFULLY REMOVED EXISTING ARCHED SOFFIT TO BE CAREFULLY REMOVED IN ITS ENTIRETY. EXISTING E.I.F.S. FINISH TO BE CAREFULLY REMOVED BACK TO EXISTING SUBSTRATE EXISTING ALUMINUM STOREFRONT SYSTEM AND GLAZING TO REMAIN. PROTECT FROM DAMAGE. EXISTING ROOF MEMBRANE TO REMAIN 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number DEMOLITION EXTERIOR D400 WALL SECTIONS DEMOLITION EXTERIOR WALL SECTION1"=1'-0"1 DEMOLITION EXTERIOR WALL SECTION1"=1'-0"2 0'-0" T.O. (E) SLAB 1'-10"± (V.I.F.) B.O. (E) WDW. 8'-5 1/2'± (V.I.F.) T.O. (E) WDW. 8'-11"± (V.I.F.) B.O. (E) SOFFIT 11'-4 1/4"± (V.I.F.) T.O. (E) SOFFIT 17'-4 1/2"± (V.I.F.) T.O. (E) PARAPET 8'-5"± A.F.F. (V.I.F.) B.O. (E) CEILING 8'-5"± A.F.F. (V.I.F.) B.O. (E) CEILING 0'-0" T.O. (E) SLAB 1'-10"± (V.I.F.) B.O. (E) WDW. 8'-11"± (V.I.F.) B.O. (E) SOFFIT 11'-4 1/4"± (V.I.F.) T.O. (E) SOFFIT 17'-4 1/2"± (V.I.F.) T.O. (E) PARAPET 4'-9"± (V.I.F.) B.O. (E) ARCH. WDW. 7'-7"± (V.I.F.) T.O. (E) ARCH. WDW. SEE 1/D400 FOR TYPICAL NOTES AND INFORMATION SEE 1/D400 FOR TYPICAL NOTES AND INFORMATION 1'-6"EXISTING ROOFSUBSTRATE TO BEREMOVEDEXISTING ROOF SUBSTRATE TO REMAIN1'-6"EXISTING ROOFSUBSTRATE TO BEREMOVED1'- 6 " E X I S T I N G R O O F S U B S T R A T E T O B E R E M O V E D E X I S T I N G R O O F S U B S T R A T E T O R E M A I N 1'- 6 " E X I S T I N G R O O F S U B S T R A T E T O B E R E M O V E D EXISTING SOFFIT TO BE REMOVED IN ITS ENTIRETY EXISTING SUBSTRATE, FRAMING AND INSULATION INFILL TO REMAIN EXISTING TRUSS TAIL OVERHANG TO BE CAREFULLY REMOVED. EXISTING SOFFIT TO BE REMOVED IN ITS ENTIRETY EXISTING SUBSTRATE, FRAMING AND INSULATION INFILL TO REMAIN EXISTING TRUSS TAIL OVERHANG TO BE CAREFULLY REMOVED. EXISTING FLOORING TO BE REMOVED EXISTING FLOORING TO BE REMOVED EXISTING CONCRETE SLAB TO REMAIN EXISTING FOUNDATION WALL TO REMAIN EXISTING CONCRETE SLAB TO REMAIN EXISTING FOUNDATION WALL TO REMAIN EXISTING CEILING TO BE REMOVED EXISTING CEILING TO BE REMOVED PORTION OF EXISTING PARAPET FRAMING AND SUBSTRATE TO BE REMOVED AS NEEDED FOR NEW STRUCTURE. SEE 1/A401. PORTION OF EXISTING ROOF MEMBRANE TO BE CAREFULLY REMOVED PORTION OF EXISTING PARAPET FRAMING AND SUBSTRATE TO BE REMOVED AS NEEDED FOR NEW STRUCTURE. SEE 2/A401. PORTION OF EXISTING ROOF MEMBRANE TO BE CAREFULLY REMOVED EXISTING BLOCKING AND CAP FLASHING TO BE CAREFULLY REMOVED. REFER TO A400 SHEETS FOR ADDITIONAL INFORMATION. EXISTING CLAY ROOF TILES AND ALL ASSOCIATED ROOFING MATERIALS TO BE CAREFULLY REMOVED DOWN TO ROOF SUBSTRATE. EXISTING BLOCKING AND CAP FLASHING TO BE CAREFULLY REMOVED. REFER TO A400 SHEETS FOR ADDITIONAL INFORMATION. EXISTING CLAY ROOF TILES AND ALL ASSOCIATED ROOFING MATERIALS TO BE CAREFULLY REMOVED DOWN TO ROOF SUBSTRATE. EXISTING GRADE TO REMAIN EXISTING GRADE TO REMAIN EXISTING ROOF TRUSS STRUCTURE TO REMAIN EXISTING SUBSTRATE AND INSULATION INFILL TO REMAIN EXISTING ROOF TRUSS STRUCTURE TO REMAIN EXISTING SUBSTRATE AND INSULATION INFILL TO REMAIN EXISTING ROOF MEMBRANE TO REMAIN EXISTING ROOF MEMBRANE TO REMAIN EXISTING ALUMINUM STOREFRONT SYSTEM AND GLAZING TO REMAIN. PROTECT FROM DAMAGE. EXISTING E.I.F.S. SILL TO REMAIN. EXISTING E.I.F.S. FINISH TO REMAIN. EXISTING E.I.F.S. SILL TO REMAIN. EXISTING E.I.F.S. FINISH TO REMAIN. EXISTING E.I.F.S. FINISH TO REMAIN. EXISTING WINDOW SILL TO BE REMOVED EXISTING FRAMING AND SUBSTRATE TO REMAIN EXISTING WINDOW HEADER, SUBSTRATE AND INSULATION INFILL TO REMAIN. EXISTING WINDOW SILL TO BE REMOVED EXISTING FRAMING AND SUBSTRATE TO REMAIN EXISTING WINDOW HEADER, SUBSTRATE AND INSULATION INFILL TO REMAIN. PORTION OF EXISTING FRAMING TO BE REMOVED AS REQUIRED FOR NEW WINDOW OPENING SCHEDULED EXISTING ARCHED WINDOW GLAZING AND FRAME TO BE REMOVED. 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number DEMOLITION EXTERIOR D401 WALL SECTIONS DEMOLITION EXTERIOR WALL SECTION1"=1'-0"1 DEMOLITION EXTERIOR WALL SECTION1"=1'-0"2 EXISTING FLOORING TO BE REMOVED 0'-0" T.O. (E) SLAB 8'-11"± (V.I.F.) B.O. (E) SOFFIT 11'-4 1/4"± (V.I.F.) T.O. (E) SOFFIT 17'-4 1/2"± (V.I.F.) T.O. (E) PARAPET 0'-0" T.O. (E) SLAB 17'-4 1/2"± (V.I.F.) T.O. (E) PARAPET 2'-10"± (V.I.F.) B.O. (E) D.T. WDW. 5'-10"± (V.I.F.) T.O. (E) D.T. WDW. 6'-0"± (V.I.F.) B.O. (E) ARCH 8'-4 1/2"± (V.I.F.) T.O. (E) ARCH 14'-9"± (V.I.F.) T.O. (E) TOWER 8'-3 1/4"± A.F.F. (V.I.F.) B.O. (E) CEILING 8'-3 1/4"± A.F.F. (V.I.F.) B.O. (E) CEILING SEE 1/D400 FOR TYPICAL NOTES AND INFORMATION SEE 1/D400 FOR TYPICAL NOTES AND INFORMATION 1'-6"EXISTING ROOFSUBSTRATE TO BEREMOVEDEXISTING ROOF SUBSTRATE TO REMAIN1'-6"EXISTING ROOFSUBSTRATE TO BEREMOVED1'-6"EXISTING ROOFSUBSTRATE TO BEREMOVEDEXISTING ROOF SUBSTRATE TO REMAIN1'-6"EXISTING ROOFSUBSTRATE TO BEREMOVEDEXISTING E.I.F.S. FINISH TO REMAIN EXISTING SUBSTRATE, FRAMING AND INSULATION INFILL TO REMAIN EXISTING SOFFIT TO BE REMOVED IN ITS ENTIRETY EXISTING SUBSTRATE, FRAMING AND INSULATION INFILL TO REMAIN EXISTING TRUSS TAIL OVERHANG TO BE CAREFULLY REMOVED. EXISTING FLOORING TO BE REMOVED EXISTING CONCRETE SLAB TO REMAIN EXISTING FOUNDATION WALL TO REMAIN EXISTING CONCRETE SLAB TO REMAIN EXISTING FOUNDATION WALL TO REMAIN EXISTING CEILING TO REMAIN EXISTING CEILING TO REMAIN PORTION OF EXISTING PARAPET FRAMING AND SUBSTRATE TO BE REMOVED AS NEEDED FOR NEW STRUCTURE. SEE 1/A402. PORTION OF EXISTING ROOF MEMBRANE TO BE CAREFULLY REMOVED PORTION OF EXISTING PARAPET FRAMING AND SUBSTRATE TO BE REMOVED AS NEEDED FOR NEW STRUCTURE. SEE 2/A402. PORTION OF EXISTING ROOF MEMBRANE TO BE CAREFULLY REMOVED EXISTING BLOCKING AND CAP FLASHING TO BE CAREFULLY REMOVED. REFER TO A400 SHEETS FOR ADDITIONAL INFORMATION. EXISTING CLAY ROOF TILES AND ALL ASSOCIATED ROOFING MATERIALS TO BE CAREFULLY REMOVED DOWN TO ROOF SUBSTRATE. EXISTING BLOCKING AND CAP FLASHING TO BE CAREFULLY REMOVED. REFER TO A400 SHEETS FOR ADDITIONAL INFORMATION. EXISTING CLAY ROOF TILES AND ALL ASSOCIATED ROOFING MATERIALS TO BE CAREFULLY REMOVED DOWN TO ROOF SUBSTRATE. CONCRETE CURB AND DRIVE-LANE - SEE SHEET A100 CONCRETE CURB AND DRIVE-LANE - SEE SHEET A100 EXISTING ROOF TRUSS STRUCTURE TO REMAIN EXISTING SUBSTRATE AND INSULATION INFILL TO REMAIN EXISTING ROOF TRUSS STRUCTURE TO REMAIN EXISTING SUBSTRATE AND INSULATION INFILL TO REMAIN EXISTING ROOF MEMBRANE TO REMAIN EXISTING ROOF MEMBRANE TO REMAIN EXISTING E.I.F.S. FINISH TO BE CAREFULLY REMOVED BACK TO EXISTING SUBSTRATE. EXISTING E.I.F.S. FINISH TO BE CAREFULLY REMOVED BACK TO EXISTING SUBSTRATE. EXISTING ARCHED SOFFIT HEADER, FRAMING, AND SUBSTRATE TO BE CAREFULLY REMOVED EXISTING E.I.F.S. FINISH TO BE CAREFULLY REMOVED BACK TO EXISTING SUBSTRATE. EXISTING DRIVE-THRU WINDOW TO BE REMOVED AND REPLACED WITH NEW EXISTING E.I.F.S. FINISH TO BE REMOVED EXISTING SUBSTRATE TO BE REMOVED EXISTING TOWER FRAMING TO REMAIN EXISTING TRUSS TAIL OVERHANG AND ASSOCIATED TOWER FRAMING TO REMAIN. EXISTING TOWER CRICKET FRAMING AND SUBSTRATE TO BE CAREFULLY REMOVED. EXISTING BEAM TO REMAIN EXISTING WINDOW HEADER, SUBSTRATE AND INSULATION INFILL TO REMAIN. EXISTING STAINLESS STEEL WRAP TO BE REMOVED AS REQUIRED FOR INSTALLATION OF NEW WINDOW 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number DEMOLITION EXTERIOR D402 WALL SECTIONS DEMOLITION EXTERIOR WALL SECTION1"=1'-0"1 DEMOLITION EXTERIOR WALL SECTION1"=1'-0"2 COMPACTED GRANULAR FILL 1/2" EXPANSION JOINT MATERIAL CONCRETE WALK AS SCHEDULED 1/2" BITUMINOUS / CONCRETE PAVEMENT AS SCHEDULED TYPICAL CONCRETE CURB COMPACTED GRANULAR FILL FINISH GRADE MATCH EXISTING ADJACENT CONDITIONS FOR SIZE, PROFILE, REINFORCING AND DRAINAGE DIRECTION 1/4"1"COMPACTED GRANULAR FILL SAW-CUT OR TOOLED CONTROL JOINT CONCRETE WALK AS SCHEDULED 1 2 1 2 1 2 1 2 1 2 1 2 4 5 6 7 8 TYP. 8 TYP. 8 TYP. 8 TYP. 9 9 9 12 13 14 15 16 19 20 21 21 21 21 21 21 21 21 21 R10'-0"R 3 ' - 0 "ALIGN22 24 25 26 27 28 29 30 30 31 31 33 35 38 39 40 3139 40 41 42 43 44 44 45 46 1 A101 44 6'-0 ± NOTE: FINAL COORDINATE WITH BORDER FOODS AT BID WALK EXTENT OF CONCRETE DRIVE REPLACEMENT NOTE: CONTRACTOR TO COORDINATE WITH BORDER FOODS AT BID WALK IF REPLACE CONCRETE INFILL ADJACENT TO BUILDING ALL EXTERIOR BUILDING SIGNS, DIRECTIONAL SIGNS, EXPRESSION PANELS, ARTWORK, AND/OR ANY ITEM CONTAINING THE WORDS "TACO BELL" AND/OR TACO BELL LOGO SCHEDULED TO BE REMOVED SHALL BE DESTROYED. G.C. TO SEND PHOTOS TO BORDER FOODS REFLECTING PROOF OF DESTRUCTION. 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number SITE PLAN AND A100 INFORMATION 1 EXISTING SITE LIGHT POLE TO REMAIN. EXISTING SITE LIGHT FIXTURES TO REMAIN. NOT USED. EXISTING PARKING LOT BITUMINOUS TO REMAIN, U.N.O. EXISTING PARKING LOT CURBS TO REMAIN, U.N.O. EXISTING MENU BOARD/EQUIPMENT ROCK MULCH TO REMAIN. TOP OFF AS NEEDED DUE TO NEW WORK SCHEDULED. EXISTING DRIVE-THRU CONCRETE TO BE REMOVED AND REPLACED WITH NEW. SEE 1/A100 FOR SPECIFICATION. EXISTING SIDEWALKS TO REMAIN, U.N.O. EXISTING STOOPS TO REMAIN. NOT USED. NOT USED. EXISTING MONUMENT SIGN TO REMAIN. SEE DETAIL 4/A101 FOR NEW WORK REQUIRED. EXISTING SPEAKER BOX TO BE REMOVED AND RETAINED FOR RELOCATION. REMOVE EXISTING FOUNDATION. EXISTING DIGITAL MENU BOARD TO BE REMOVED AND RETAINED FOR RELOCATION. REMOVE EXISTING FOUNDATION. NEW CLEARANCE BAR. SEE DETAILS 1/A101 AND 3/A102. NEW ORDER CANOPY. SEE DETAILS 1/A101 AND 1/A102. NOT USED. NOT USED. EXISTING LANDSCAPE SHRUBS/FLOWERS TO REMAIN. EXISTING LANDSCAPE TREES TO REMAIN. EXISTING LANDSCAPE ROCK MULCH TO REMAIN. TOP OFF WITH NEW TO MATCH EXISTING AS REQUIRED DUE TO NEW WORK SCHEDULED. EXISTING COOLER ADDITION TO REMAIN. SEE SHEETS A300 AND A301 FOR NEW WORK REQUIRED. NOT USED. EXISTING TRASH ENCLOSURE WALL FINISH TO REMAIN. PAINT AS SCHEDULED. SEE DETAIL 5/A101. EXISTING TRASH ENCLOSURE CONCRETE BASE TO REMAIN. NO WORK REQUIRED. EXISTING TRASH ENCLOSURE GATES TO REMAIN. REPLACE EXISTING FINISH WITH NEW TREX PLANKS (COLOR TO MATCH CYBERSPACE). PAINT GATE POSTS AND STEEL FRAME SW7076 CYBERSPACE. EXISTING TRASH ENCLOSURE HARDWARE TO REMAIN. REINSTALL ON NEW GATE FINISH. EXISTING TRASH ENCLOSURE CAP FLASHING TO REMAIN. NO WORK REQUIRED. NEW MOBILE ORDER PICK-UP PARKING SIGN AND POST. SEE DETAIL 3/A101. EXISTING ACCESSIBLE PARKING SIGN AND POST TO REMAIN. EXISTING BOLLARD TO REMAIN. NOT USED. EXISTING ACCESSIBLE PEDESTRIAN RAMP TO REMAIN. NOT USED. EXISTING ELECTRICAL TRANSFORMER TO REMAIN. NOT USED. NOT USED. AREA OF EXISTING BITUMINOUS PAVEMENT TO BE REMOVED AS REQUIRED FOR INSTALLATION OF NEW DRIVE-THRU CONCRETE AS SCHEDULED. SEE 1/A100 FOR SPECIFICATIONS. AREA OF EXISTING PARKING LOT CURBS TO BE REMOVED. NEW CONCRETE CURBS AT AREAS INDICATED. SEE DETAIL 2/A100. RELOCATED EXISTING SPEAKER BOX. SEE DETAIL 1/A101. PROVIDE NEW FOUNDATION AS DETAILED. RELOCATED EXISTING DIGITAL MENU BOARD. SEE DETAIL 1/A101. PROVIDE NEW FOUNDATION AS DETAILED. AREA OF NEW ROCK MULCH AND FABRIC (4" MIN. DEPTH). NEW ROCK MULCH TO MATCH EXISTING ROCK MULCH. NEW CONCRETE FILLED BOLLARD. SEE DETAIL 4/A102. AREA OF EXISTING CONCRETE INFILL TO BE REMOVED. AREA OF BITUMINOUS PAVEMENT TO BE INFILLED AS REQUIRED AFTER MODIFICATION OF EXISTING CURBS. TYPICAL CURB DETAIL1 1/2"=1'-0"2 EXPANSION JOINT DETAIL1 1/2"=1'-0"4 SITE PLAN KEY NOTES5SITE PLAN1"=10'-0"1 N 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 HEAVY DUTY CONCRETE DRIVE PAVEMENT: - MINIMUM 6" CONCRETE PAVEMENT - 4500 PSI AT 28 DAYS. (MATCH EXISTING THICKNESS IF GREATER THAN 6".) WITH 6" X 6" - # 10/10 W.W.M. INSTALL OVER MIN. 6" CLASS 5 COMPACTED AGGREGATE BASE. - PROVIDE CONTROL JOINTS AT 12'-0" - SEE DETAIL 3/A100 LIGHT DUTY CONCRETE SIDEWALK PAVEMENT: - MINIMUM 4" CONCRETE WALK - 4000 PSI AT 28 DAYS. WITH 6" X 6" - 10/10 W.W.M. INSTALL OVER MIN. 4" CLASS 5 COMPACTED AGGREGATE BASE. - DOWEL TO EXISTING SLABS AND STOOPS WITH #4 X 1'-6" LONG DOWEL AT 18" O.C. - PROVIDE CONTROL JOINTS AT 5'-0" - SEE DETAIL 3/A100 - PROVIDE EXPANSION JOINTS AT 50'-0" AND AT 90 DEGREE CORNERS - SEE DETAIL 4/A100 CONCRETE SPECIFICATIONS CONTROL JOINT DETAIL1 1/2"=1'-0"3 GALVANIZED STEEL U-CHANNEL SIGN POST EMBED IN GROUND MIN. 18" (PAINT BLACK)5'-0"NOTE: POST PROVIDED BY G.C. SIGN PROVIDED BY OWNER AND INSTALLED BY G.C. NOTE: SIGN TO BE CENTERED ON APPLICABLE STALL. U.N.O. NOTE: TOP OF FOUNDATIONS TO BE LEVEL WITH TOP OF CURB. OVERHEAD CANOPY NOTE: ANCHOR BOLTS, NUTS, AND WASHERS SUPPLIED BY SIGN COMPANY AND INSTALLED BY G.C. ANCHOR BOLTS ARE SET PERPENDICULAR TO THE CURB SPEAKER BOX NOTE: ANCHOR BOLTS, NUTS, AND WASHERS SUPPLIED AND INSTALLED BY G.C. ANCHOR BOLTS ARE SET PERPENDICULAR TO THE CURB MENU BOARD NOTE: ANCHOR BOLTS, NUTS, AND WASHERS SUPPLIED AND INSTALLED BY G.C. ANCHOR BOLTS ARE SET AT AN ANGLE TO THE CURB NOTE: VERIFY AND COORDINATE FINAL DRIVE-THRU EQUIPMENT LOCATIONS WITH OWNER'S SITE REPRESENTATIVE. NOTE: SEE 2/A102 FOR ROUTING OF CONDUITS AND POWER 1'-0"7"3'-0"SIGNAGE INDICATED SAME ON BOTH SIDES OF EXISTING MONUMENT SIGN. EQ.EQ. SIGNAGE INDICATED IS SCHEMATIC REPRESENTATION ONLY. FINAL SIGN DETAILS AND DIMENSIONS TO BE PROVIDED BY SIGN VENDOR NEW 4" HIGH PREFINISHED METAL CAP FLASHING (BLACK) OVER SELF ADHERED MEMBRANE OVER 2X TREATED WOOD BLOCKING TO MATCH BUILDING PAINT "WORLDLY GRAY (SW7043)" PAINT "CYBERSPACE (SW7076)" EXISTING C.M.U. WALL TO REMAIN - PATCH / REPAIR / TUCK POINT AS REQUIRED TO BRING TO "LIKE NEW" CONDITION (MULTIPLE AREAS OF CRACKING / SEPARATION EXIST THAT NEED REPAIR) - COORDINATE WORK REQUIRED WITH BORDER FOODS SEE 5/A300 FOR SIGNAGE SCHEDULE E032880 E032908 DASHED LINES INDICATE EXISTING METAL COVER PLATES TO BE REMOVED LOCATION/LAYOUT NOTES: 1.LAYOUT TO BEGIN WITH RELOCATED EXISTING SPEAKER BOX PLACED 80'-0" FROM DRIVE-THRU PICK-UP WINDOW. 2.RELOCATED EXISTING MENU BOARD PLACED OFF OF SPEAKER BOX LOCATION AS DIMENSIONED. 3.NEW CANOPY PLACED OFF SPEAKER BOX LOCATION AS DIMENSIONED. 1'-0"1'-6"5'-0" \A1;5'-0" 3'-0"3'-0"2'-0"1'-10"2'-0"1'-8 3/4"1'-8 3/4"1'-0"1'-0"2'-6 3 / 8 " 6" 6'-0"2'-0"1'-3"1'-0"6" DIA. CONCRETE FILLED BOLLARD - SEE DETAIL 4/A102 NEW HEIGHT BAR AND FOUNDATION - SEE DETAIL 3/A102 6" DIA. CONCRETE FILLED BOLLARD - SEE DETAIL 4/A102 NEW DRIVE-THRU OVERHEAD CANOPY AND FOUNDATION - SEE 1/A102 AND 2/A102 RELOCATED EXISTING SPEAKER BOX AND NEW FOUNDATION - SEE 2/A102 AND 2/A103 6" DIA. CONCRETE FILLED BOLLARD - SEE DETAIL 4/A102 STAKE TO LOCATE ANGLE RELOCATED EXISTING DIGITAL MENU BOARD AND NEW FOUNDATION (53" MIN. CLEAR REQUIRED IN FRONT OF CABINET FOR MAINTENANCE - SHOWN DASHED) SEE 2/A102 AND 1/A103 STAKE TO LOCATE ANGLE FACE OF CURB ESTIMATED POSITION OF DRIVER'S HEAD ALIGNED WITH CENTER OF SPEAKER BOX EMBEDDED MAGNETIC LOOP - SEE DETAIL 2/A102 RECOMMEND TO CREATE A PLYWOOD TEMPLATE TO LAY OUT DRIVE-THRU ORDER AREA EQUIPMENT (EQUIPMENT AND DIMENSIONS INDICATED ABOVE)3'-4"±(PAINT SW7043WORLDLY GRAY)EXISTING CAP FLASHING TO REMAIN. PROTECT FROM DAMAGE. EXISTING TRASH ENCLOSURE WALLS TO REMAIN. PROTECT FROM DAMAGE. PAINT AS SCHEDULED. (EXTERIOR AND INTERIOR)2'-0"(PAINT SW7076CYBERSPACE)80'-0" (TO CENTER OF DRIVE-THRU PICK-UP WINDOW)30°FINISH GRADE 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number SITE DETAILS A101 N DRIVE-THRU EQUIPMENT ENLARGED PLAN1/2"=1'-0"1 NOT USED2 PARKING SIGN BOLLARD DETAILN.T.S.3 MONUMENT SIGN DETAIL1/2"=1'-0"4 NOT USED6TYP. TRASH WALL ELEV.1/2"=1'-0"5 NEW DRIVE-THRU CANOPY PROVIDE (1) 3/4" CONDUIT TO BUILDING - WITH SITE LIGHT POLES RELOCATED EXISTING MENU BOARD: PROVIDE (1) 1" POWER CONDUIT FOR DEDICATED ALWAYS ON ELECTRICAL. PROVIDE (2) 1" DATA CONDUITS TO OFFICE ABOVE CEILING. MENU BOARD TO BE ON DEDICATED CIRCUIT. CONCRETE CURB PREFAB MAGNETIC LOOP. PROVIDED BY OWNER, G.C. TO INSTALL UNDER PAVING. INSTALL MAGNETIC LOOP AS SHOWN IF OCB / SPEAKER POST LOCATION HAS MOVED. NOTE: SOLDER AND INSULATE MAGNETIC LOOP CONNECTIONS NOTE: MENU BOARD AND SPEAKER BOX EXISTING RELOCATED. DRIVE-THRU CANOPY SUPPLIED BY OWNER. ALL INSTALLED BY OWNER'S SIGN VENDOR. CONTRACTOR TO PROVIDE FOUNDATIONS AND ELECTRICAL COORDINATE ANCHOR BOLT AND BASE PLATE LOCATIONS WITH OWNER AND SIGN VENDOR NOTE: TOP OF FOUNDATIONS SHALL BE LEVEL WITH TOP OF CURB AND TOP OF CONCRETE PAD. NOTE: SEE 1/A101 FOR CORRECT ORIENTATION OF EQUIPMENT. THIS ISOMETRIC FOR GRAPHIC REPRESENTATION ONLY.5'-0"1'-3"NOTE: ALL CONDUIT TO BE CENTERLINE OF FOUNDATION, 90 DEGREE VERTICAL AND EXTEND 6" MIN. ABOVE FOUNDATION RELOCATED EXISTING SPEAKER BOX: PROVIDE (1) 1" POWER CONDUIT AND (2) 1" DATA CONDUITS TO DRIVE-THRU ABOVE CEILING NOTE: G.C. TO FIELD VERIFY EXISTING POWER AND DATA TO EACH EQUIPMENT LOCATION AND REPORT TO BORDER FOODS COMPARISON TO WHAT IS INDICATED THIS DETAIL. BORDER FOODS TO PROVIDE FINAL DIRECTION OF NEW WORK REQUIRED. DASHED LINE INDICATES YELLOW PLASTIC BOLLARD COVER, SUPPLIED BY OWNER, INSTALLED BY G.C. 6" Ø STEEL POST FILLED WITH CONCRETE 18" Ø CONCRETE FOOTING FINISH SURFACE4'-0"4'-0"3"975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number SITE DETAILS A102 DRIVE-THRU CANOPY CUT SHEETN.T.S.1 DRIVE-THRU COMMUNICATIONS ISOMETRICN.T.S.2 CLEARANCE BAR CUT SHEETN.T.S.3 BOLLARD DETAIL 1"=1'-0"4 NOT USED5 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number MENU BOARD DETAILSN.T.S.1 SPEAKER BOX DETAILSN.T.S.2 SITE DETAILS A103 INFORMATION THIS DETAIL FOR REFERENCE ONLY. G.C. TO OBTAIN FINAL SPECIFICATIONS AND DETAILS FROM VENDOR/SUPPLIER PRIOR TO PROCEEDING WITH ANY CONSEQUENTIAL WORK. PRELIMINARY FOOTING SIZE: 24"x24"x60" OBTAIN FINAL REQUIREMENTS FROM SUPPLIER AND COORDINATE WITH LOCAL FROST DEPTH REQUIREMENTSNOT SITE SPECIFIC- FINAL COORDINATE WITH STRATACACHE -INFORMATION THIS DETAIL FOR REFERENCE ONLY. G.C. TO OBTAIN FINAL SPECIFICATIONS AND DETAILS FROM VENDOR/SUPPLIER PRIOR TO PROCEEDING WITH ANY CONSEQUENTIAL WORK. CONTRARY TO NOTE #5 (DWG S1.0) - G.C. TO PROVIDE ANCHOR BOLTS, NUTS AND WASHERS.5'-0" MIN.NOT USED 2020 MINNESOTA STATE BUILDING CODE 2X62X6 2X6 2X62X4 2X4 1 A400 1 A401 2 A401 2 A400 1 A402 2 A402 DINING CUSTOMER SELF-SERVE VESTIBULE #1 VESTIBULE #2 WOMEN'S MEN'S SERVING DRIVE-THRU KITCHEN TB COOK WASHING COOLER FREEZER OFFICE PREP UTILITY DRY STORAGE 1 1 1 1 1 1 1 1 1 1 1 2 3 4 5 6 7 2 A301 1 A300 1 A301 3 A301 5 6 7 8 A600 9 10 9 (REV.) 11 A600 1 A600 2 A600 3 A600 4 A600 1 A601 2 A601 4 53A601 6 A601 7 A601 2 3 1 1 2 2 2 2 2 26 2 2 2 26 2 3 3 3 4 4 5 5 5 5 13 A500 14A A500 14B A500 5'-10" HOLD 2'-8" 1"6'-7"10'-9"\A1;10'-9"27 6'-11"5'-1 1/2" \A1;5'-1 1/2"6 7 9 812 13 14 15 16 17 18 19 13 20 21 22 23 24 24 25 25 25 25 25 25 25 25 25 25 25 28 1 A201 B A B BBA FE(ABC) FE FE (ABC) (K)EQ.3'-0"EQ.3'-0"EQ.EQ.SEE ALSO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. 30 29 31 31 24 24 24 31 1 A501 1 A501 (REV.) (SIM.) 2 A501 2 A501 (REV.) (SIM.) 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number FLOOR PLAN A200 FLOOR PLAN1/4"=1'-0"1 SYMBOL LEGEND2 WALL LEGEND5 FLOOR PLAN NOTES6 FLOOR PLAN KEY NOTES7 DIMENSIONS: 1.DIMENSIONS INDICATED THIS PLAN ARE FROM FACE OF SHEATHING TO FACE OF SHEATHING. 2.DIMENSIONS NOTED AS "CLEAR" OR "HOLD" ARE MINIMUM REQUIRED NET CLEARANCES FROM FACE OF WALL/WAINSCOT FINISH. VERIFY FINAL EQUIPMENT SIZES WITH VENDOR PRIOR TO INTERIOR WALL FRAMING. WINDOWS/DOORS: 1.SEE SHEET A000 FOR WINDOW AND DOOR SCHEDULE. 2.FIELD VERIFY ALL ROUGH OPENING DIMENSIONS. FINISH SUBSTRATES: 1.PROVIDE 1/2" THICK CEMENTITIOUS BOARD FROM FLOOR SLAB TO 5" OR 12" A.F.F. PER WALL LEGEND. IN LIEU OF GYPSUM BOARD AT ALL WALLS EXCEPT SHEAR WALL SURFACES, U.N.O. 2.ALL JOINTS, GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES SHALL BE SEALED WITH "NSF INTERNATIONAL" APPROVED SEALANTS. 3.ALL BACK OF HOUSE AND OFFICE WALLS SHALL HAVE 1/2" CDX PLYWOOD SUBSTRATE, U.N.O. 4.PROVIDE 1/2" THICK CEMENTITIOUS BOARD ON WALLS WITH NEW TILE FINISH. SEE INTERIOR ELEVATIONS FOR LOCATIONS. 5.SKIM COAT ALL WALLS IN VESTIBULE, DINING, CUSTOMER, SERVICE AND RESTROOMS THAT WILL NOT BE TILED OVER OR WAINSCOTED. PROVIDE "LIKE NEW" FINISHED CONDITION FOR PRIMER AND PAINT AS SCHEDULED. DECOR: 1.SEE SHEET A203 FOR FLOOR FINISHES. 2.SEE SHEET A204 FOR CEILING FINISHES. 3.SEE SHEET A205 AND DECOR PACKAGE BY DECOR VENDOR FOR SEATING PLAN AND DETAILS. 4.SEE SHEETS A600 AND A601 FOR WALL FINISHES. GENERAL: 1.DRAWINGS ARE BASED UPON WOOD FRAMING. UTILIZATION OF METAL STUDS ON NON-BEARING INTERIOR PARTITIONS, BULKHEADS AND SOFFITS IS ACCEPTABLE. 2.ALL ATTACHMENTS MADE THROUGH EXTERIOR WALL SHALL BE BUSHED TO PREVENT DAMAGE TO THE FINISH. 3.ALL PENETRATIONS THROUGH EXTERIOR WALL SHALL BE SEALED USING MANUFACTURER'S APPROVED METHOD. 4.REFER TO EXTERIOR ELEVATIONS (SHEETS A300 AND A301) FOR EXTERIOR FINISHES, AND ROOM FINISH SCHEDULED (SHEET A203) FOR INTERIOR FINISHES. 5.AFTER DEMOLITION BUT BEFORE STARTING NEW CONSTRUCTION, VERIFY EXTENTS OF DAMAGED AREAS AND COORDINATE WITH TENANT THE EXTENTS OF REPAIRS. 6.PROVIDE EXTERIOR ADDRESS NUMBERS AS REQUIRED BY LOCAL AUTHORITY. 7.GENERAL CONTRACTOR SHALL PROVIDE A CLEAR SILICONE SEAL JOINT AT ALL PERMANENTLY MOUNTED EQUIPMENT, COUNTERS, AND CEILING GRID THROUGHOUT ENTIRE STORE. MASKING TAPE SHALL BE USED ON JOINTS EXCEEDING 1/4" TO PROVIDE A "COVED" CORNER. 8.G.C. TO VERIFY ALL DIMENSIONS PRIOR TO BEGINNING WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING WORK. 9.ALL ITEMS INDICATED AS EXISTING TO REMAIN OR RELOCATED EXISTING ARE TO BE PROTECTED FROM DAMAGE. ***** NO SUBSTITUTIONS PERMITTED FOR CEMENT WALLBOARD ***** WALL SUBSTRATES: - DINING ROOM/FRONT OF HOUSE: 1/2" GYPSUM WALLBOARD FROM TOP OF SLAB TO 6" ABOVE CEILING HEIGHT U.N.O. (NOTE: 1/2" CEMENT WALLBOARD IS TO BE SUBSTITUTED FROM GYPSUM WALLBOARD FOR THE FIRST 5" A.F.F. FOR BASE TILE APPLICATION.) PROVIDE 1/2" CEMENT WALLBOARD FROM TOP OF SLAB TO TOP OF WALL TILE FINISH ON WALLS SCHEDULED TO HAVE WALL TILE. (SEE INTERIOR ELEVATIONS SHEET A600 FOR LOCATIONS.) -KITCHEN/BACK OF HOUSE: 1/2" CEMENT WALLBOARD FROM TOP OF SLAB TO 12" A.F.F. AND 1/2" CDX PLYWOOD FROM 12" A.F.F. TO 6" ABOVE CEILING HEIGHT U.N.O. -RESTROOM: 1/2" CEMENT WALLBOARD FROM TOP OF SLAB TO TOP OF WALL TILE FINISH SCHEDULED, WITH 1/2" HI-IMPACT BRAND XP WALLBOARD, TYPE X CORE FROM TOP OF CEMENT BOARD TO 6" ABOVE CEILING HEIGHT U.N.O. (SEE SHEET A201 FOR HEIGHTS AND LOCATIONS). TYPICAL EXISTING WALL TO REMAIN. PROTECT FROM DAMAGE. REFER TO BALANCE OF DRAWINGS FOR ADDITIONAL INFORMATION. TYPICAL NEW INTERIOR WALL: 2X4 WOOD STUDS AT 16" ON CENTER (2X6 OR 2X8 WHERE INDICATED). SEE NOTES BELOW FOR SUBSTRATES REQUIRED. NEW EXTERIOR WALL OVER EXISTING AS DETAILED. EXISTING WALL TO REMAIN WITH NEW 3 1/2" OR 5 1/2" UNFACED FIBERGLASS BATT INSULATION IF NOT CURRENTLY EXISTING. G.C. TO VERIFY. INTERIOR WALL INFILL AS REQUIRED. NEW CONSTRUCTION TO MATCH EXISTING ADJACENT WALL CONSTRUCTION. NEW TO BE FLUSH WITH EXISTING. (ASSUME WOOD FRAMING) FE (ABC) LOCATION OF EXISTING OR PROPOSED NEW LOCATION OF RELOCATED 'ABC' FIRE EXTINGUISHER. FINAL COORDINATE WITH FIRE MARSHAL PRIOR TO INSTALL. FE (K) LOCATION OF EXISTING OR PROPOSED NEW LOCATION OF RELOCATED 'K' FIRE EXTINGUISHER. FINAL COORDINATE WITH FIRE MARSHAL PRIOR TO INSTALL. NEW FIRE DEPARTMENT KNOX BOX - PROVIDED AND INSTALLED BY G.C. IF REQUIRED, FINAL COORDINATE LOCATION WITH FIRE MARSHAL PRIOR TO INSTALL. NOT USED4 1 ALL KITCHEN EQUIPMENT, FIXTURES, SHELVING UNITS, ETC. ARE EXISTING TO REMAIN, U.N.O. SEE SHEET A205 FOR ADDITIONAL INFORMATION. CAREFULLY REMOVE AND RETAIN FOR RELOCATION ANY EXISTING COMPONENTS AS REQUIRED TO COMPLETE NEW WORK. PROTECT FROM DAMAGE. IF EXISTING CAN REMAIN IN EXISTING LOCATIONS, PROVIDE BARRIER TO PROTECT FROM DUST, DEBRIS, AND DAMAGE DURING EXTENTS OF CONSTRUCTION. EXISTING ALUMINUM GLAZING SYSTEM TO REMAIN. INSTALL OWNER SUPPLIED WINDOW SHADES AT LOCATIONS AND QUANTITIES VERIFIED THROUGH OWNER. WINDOW SHADES TO BE: ROLL-A-SHADE. PHONE: 1.888.245.5077. MODEL: LEGACY SYSTEMS, MANUAL OPERATION. MATERIAL: MERMET KOOL BLACK, 5" OPENNESS. COLOR: T.B.D. (BY OWNER). BRACKETS AND BOTTOM RAIL TO B E POWDER COATED BLACK, CLUTCHES TO BE BLACK WITH STAINLESS STEEL CHAIN AND BLACK CHILD SAFETY TENSION DEVICE. VERIFY WINDOW DIMENSIONS. REPLACE EXISTING POWER RECEPTACLES WITH NEW DUPLEX WITH (2) USB CHARGING PORTS AS REQUIRED. PROVIDE DUPLEX RECEPTACLE WITH (2) USB CHARGING PORTS AT 18" A.F.F. AS REQUIRED. PROVIDE POWER THIS SIDE OF NEW HALF WALL AS REQUIRED FOR NEW WALL MOUNTED KIOSKS. COORDINATE LOCATIONS/HEIGHTS WITH OWNER PRIOR TO INSTALL. PROVIDE POWER/DATA THROUGH COUNTER FOR NEW COUNTER MOUNTED KIOSK. COORDINATE LOCATION WITH OWNER PRIOR TO INSTALL. NEW HALF WALL TO BE PROVIDED AND INSTALLED BY G.C. SEE SECTION AND ELEVATIONS FOR ADDITIONAL INFORMATION. ALL POWER AND DATA TO HALF WALL SHALL BE ROUTED FROM CEILING DOWN INTO HALF WALL AND CONCEALED IN BLACK METAL WIRE CHASE. PROVIDE (2) LOW VOLTAGE 1/2" CONDUITS WITHIN WIRE CHASE. CHASE PROVIDED BY LSV METALS. NOT USED. NOT USED. NEW MOP SINK. SEE SHEET A205. EXISTING CO2 TANKS TO REMAIN. EXISTING CO2 TANK EXTERIOR CONCRETE PAD TO REMAIN. EXISTING TANKLESS WATER HEATER TO REMAIN. EXISTING WATER SOFTENER SYSTEM TO REMAIN. NEW INTERIOR GREASE INTERCEPTOR. COORDINATE SPECIFICATIONS AND FINAL LOCATION WITH BORDER FOODS. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING WATER METER LOCATION TO REMAIN. EXISTING WATER PRESSURE REGULATOR AND REVERSE OSMOSIS SYSTEM TO REMAIN. EXISTING ROOF ACCESS LADDER TO REMAIN. EXISTING GREASE COLLECTION SYSTEM TANK TO REMAIN. EXISTING GAS METER LOCATION TO REMAIN. EXISTING WIRELESS TELEMATICS TIME CLOCK TO REMAIN. EXISTING ELECTRICAL EQUIPMENT TO REMAIN. RELOCATE EXISTING/PROVIDE NEW UTILITIES AS REQUIRED FOR RELOCATED/NEW EQUIPMENT LOCATIONS. NEW ALUMINUM GLAZING SYSTEM AS SCHEDULED. SEE SHEET A000. PORTION OF EXISTING ALUMINUM GLAZING SYSTEM TO BE MODIFIED. SEE SHEET A000 FOR ADDITIONAL INFORMATION. INFILL DOOR OPENING WITH NEW WALL CONSTRUCTION TO MATCH EXISTING ADJACENT CONDITIONS. ALIGN FINISHED FACES WITH EXISTING ADJACENT FINISHES (FIELD VERIFY). EXISTING EXTERIOR HOOK UP BOX FOR GREASE COLLECTION SYSTEM TO REMAIN. EXISTING IRRIGATION RISER LOCATION TO REMAIN. EXISTING BOLLARD TO REMAIN.2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 N 26 STRUCTURAL KEY NOTES3 28 A (2) 1 3/4" X 9 1/2" LVL. SEE SECTIONS FOR ADDITIONAL INFORMATION. IF MINIMUM STUD REQUIREMENT ON A400 SERIES SHEETS NOT EXISTING - MODIFY EXISTING FRAMING AS REQUIRED TO PROVIDE NEW (3) 2X6 FULL HEIGHT STUDS FOR SUPPORT OF NEW HEADER AS NOTED. SEE SECTIONS FOR ADDITIONAL INFORMATION. B 27 29 30 31 DATE:REG. NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: SIGNATURE: RICHARD W. JOHNSON 23406 FOR FRAMING AT ROOF REMODELING ONLY XX.XX.XXXX 60"9" MIN. 24" MIN. 42" MAX.18" MIN.1 1/2"12"42" 39" TO 41"39" TO 41"18"16" TO 18" 12"24"17" TO19"33" TO 36"(TOP OF G.B.)40" MAX.BOTTOM OFREFLECTIVESURFACE34" MAX.9" MIN.CLR.44" MAX.GRAB BARS, TYP. TOILET PAPER DISPENSER DISPENSER LOCATION AREA SANITARY NAPKIN DISPOSAL AT WOMEN'S FLUSH CONTROL AT OPEN SIDE OF WATER CLOSET DRAIN PIPE, HOT WATER TO BE INSULATED SOAP DISPENSER SURFACE MOUNTED MIRROR WITH FRAME CL 27"CLEAR20" MAX. 8"40" TO 48"34" MAX. TOFOLD DOWNTABLE48" MAX.(TO PULL DOWN HANDLE)27" MIN.KNEECLEARANCEKNEE CLEARAN CE A B C D A B C D4'-0"MAX4'-0"MAXB-2 TYP. B-2 TYP. B-2 TYP. B-2 TYP. B-2 TYP. B-2 TYP. B-2 TYP. B-2 TYP. W-2 TYP. W-2 TYP. W-2 TYP. W-1 W-2 TYP. W-2 TYP. W-2 TYP. W-2 TYP. W-1 L-2 DOOR P-3 FRAME L-2 DOOR P-3 FRAME 22 23 2 2 4 B-275 12 B-412 5 B-300 5 B-305 5 B-306 5 B-305 5 B-300 5 B-306 6 6 7 B-XX3 9 B-241 10 F-452 11 B-265 2 4 B-275 5 B-300 5 B-305 5 B-306 2 5 B-305 5 B-300 5 B-306 6 9 B-241 11 B-265 6 7 B-XX3 20 19 SS-2 19 SS-218"MIN. CLR.18" MIN. CLR. 12" MIN. CLR. 16" TO 18" F.O. FINISH 16" TO 18" F.O. FINISH 2'-0" (1'-3" MIN.) F.O. FINISH 1'-3" HOLD F.O. FINISH WOMEN'S MEN'S 7A 7B 7C 7D A201 8A 8B 8C 8D A201 2 2 4 B-275 4 B-275 5 B-306 5 B-305 5 B-300 5 B-306 5 B-305 5 B-300 6 6 7 B-XX3 7 B-XX3 9 B-241 9 B-241 20 10 F-452 11 B-265 11 B-265 12 B-412 13 13 15 15 16 16 17 17 17 17 17 17 17 17 18 21 21 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number ENLARGED RESTROOM PLAN1/2"=1'-0"1 WOMEN'S RESTROOM INTERIOR ELEVATION3/8"=1'-0"7 RESTROOM EQUIPMENT SCHEDULE2 GENERAL NOTES3 RESTROOM KEY NOTES4 PLUMBING FIXTURE SCHEDULE5 ACCESSIBILITY DETAILS3/8"=1'-0"6 MEN'S RESTROOM INTERIOR ELEVATION3/8"=1'-0"8 RESTROOM PLAN AND A201 N 1.PROVIDE PROPER 2X BLOCKING AT WALL/RECESSED MOUNTED ACCESSORIES. 2.GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL BE INSTALLED PER MANUFACTURER REQUIREMENTS TO MEET ACCESSIBILITY CODES. REFER TO 6/A201. 3.REFER TO FLOOR PLAN NOTES ON SHEET A200 FOR BLOCKING AND SUBSTRATE NOTES. 4.LOCATE FLUSH HANDLE ON WIDE SIDE OF TOILET. 5.PROVIDE WALL TILE BEHIND ENTIRE MIRROR AREA TO ALIGN MOUNTING SURFACES. 6.REFER TO ACCESSIBILITY CODES FOR MOUNTING HEIGHTS AND CLEARANCES OF ACCESSORIES AND FIXTURES. 7.ALL DIMENSIONS THIS DRAWING ARE TO FINISH SURFACE. 8.PROVIDE 5/8" CEMENTITIOUS BOARD SUBSTRATE FULL HEIGHT BEHIND ALL NEW TILED WALL. (REMOVE EXISTING SUBSTRATE AS NECESSARY.) 9. DENOTES FINISH MATERIAL. REFER TO SHEET A000 FOR FINISH SCHEDULE. 10. DENOTES NEW TOILET ROOM ACCESSORIES. SEE 2/A201. 11.ALL ITEMS INDICATED AS EXISTING OR RELOCATED ARE TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. NO.QTY.ITEM DESCRIPTION MANUFACTURER & MODEL NUMBER B-XX3 2 LOW PROFILE ELECTRICAL HAND DRYER EXCEL THINAIR HAND DRYER, MODEL #TA-SB / BRUSHED STAINLESS STEEL B-241 2 SOAP DISPENSER ECOLAB NEXA CLASSIC - BLACK / SURFACE MOUNTED B-265 2 B-275 2 B-300 2 B-305 2 B-306 2 B-412 1 B-455 0 F-452 1 MIRROR 18" X 36" TOILET PAPER DISPENSER GRAB BAR 1 1/2" DIA. X 36" S.S. FINISH GRAB BAR 1 1/2" DIA. X 42" S.S. FINISH GRAB BAR 1 1/2" DIA. X 18" S.S. FINISH SANITARY NAPKIN RECEPTACLE WALL MOUNTED TOILET PARTITION AND DOORS OVAL BABY CHANGING STATION BOBRICK #B-165-1836 / SURFACE MOUNTED BOBRICK #B2890 / SURFACE MOUNTED BOBRICK #B6806X36 / SURFACE MOUNTED BOBRICK #B6806X42 / SURFACE MOUNTED BOBRICK #B6806X18 / SURFACE MOUNTED BOBRICK #B-270 / SURFACE MOUNTED BRADLEY - SERIES 400 - SENTINEL / STAINLESS STEEL DIAPER-DEPOT #UFPC E76000169 1 NOT USED. NEW WATER CLOSET WITH FLUSH HANDLE ON WIDE SIDE AS SHOWN IN ELEVATIONS. SEE PLUMBING FIXTURE SCHEDULE 5/A201. PROVIDE NEW/RELOCATE EXISTING PLUMBING AS REQUIRED. NOT USED. NEW TOILET PAPER HOLDER AS SCHEDULED. NEW GRAB BARS AS SCHEDULED. NEW LAVATORY AND PIPE WRAP (WHITE) ON ALL EXPOSED DRAIN AND SUPPLY LINES. PROVIDE NEW/RELOCATE EXISTING PLUMBING AS REQUIRED. NEW HAND DRYER AS SCHEDULED. PROVIDE NEW/RELOCATE EXISTING ELECTRICAL AS REQUIRED NOT USED. NEW SOAP DISPENSER AS SCHEDULED. NEW BABY CHANGING STATION AS SCHEDULED. NEW MIRROR AS SCHEDULED. NEW SANITARY NAPKIN RECEPTACLE AS SCHEDULED. 60" MINIMUM X 78" MINIMUM CLEAR FLOOR SPACE AT WATER CLOSET. NOT USED. 30" MINIMUM X 48" MINIMUM CLEAR FLOOR SPACE AT LAVATORY. 60" DIAMETER CLEAR FLOOR SPACE. PROVIDE SILICONE IN LIEU OF GROUT (COLOR TO MATCH GROUT) AT INSIDE CORNERS OF TILED WALLS. PROVIDE VERTICAL ALUMINUM RONDEC TYPE SCHLUTER EDGE AT EDGE OF TILE. SEE DETAIL 3/A500. INSTALL SOLID SURFACE PANEL (PROVIDED AND INSTALLED BY G.C.) DIRECT TO SHEATHING BEHIND HAND DRYER. PROVIDE GROUT JOINT AROUND PERIMETER TO TILE. RELOCATED EXISTING BABY CHANGING STATION. 30" MINIMUM X 48" MINIMUM CLEAR FLOOR SPACE BEYOND SWING OF DOOR. EXISTING LIGHT SWITCH TO REMAIN. RELOCATED EXISTING LIGHT SWITCH. B-290 0 PAPER TOWEL DISPENSER BOBRICK #B-262 / SURFACE MOUNTED 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 FIXTURE DESCRIPTION MANUF./ MODEL NO. WATER CLOSET WHITE VITREOUS CHINA FLOOR MOUNTED FLUSH VALVE TYPE, ELONGATED BOWL, ADA COMPLIANT, 1.28 GPF, WITH OPEN FRONT SEAT LESS COVER, OLSENITE #95 OR EQUIVALENT. FLUSH LEVER TO BE ON WIDE SIDE. SLOAN ROYAL MODEL 111-1.28 MANUAL FLUSH VALVE, 1.28 GPF. LAVATORY WHITE VITREOUS CHINA WALL HUNG WITH CONCEALED ARMS SUPPORT WITH INTEGRAL BACKSPLASH, ADA ACCESSIBLE. FLAT GRID STRAINER, BRAIDED WATER LINES. FAUCET: ADA COMPLIANT, 1.5 GPM. URINAL WHITE VITREOUS CHINA, ULTRA HIGH EFFICIENCY, FLUSHING RIM, ELONGATED 14" RIM WASHOUT FLUSH ACTION, EXTENDED SIDES FOR PRIVACY, STRAINER INCLUDED MEETS ASME FLUSH REQUIREMENTS AT 0.125 TO 1.0 GPF. ELECTRONIC TOUCH-FREE FLUSH-VALVE. AM. STD. "MADERA" MODEL: 3043.001 A.S. LUCERNE 0356.421 - ZURN Z6913-XL-ACA- CP4-F A.S. WASHBROOK MODEL: 6590.525 DETAILS 20 21 22 23 1 2 3 4 5 6 7 8 9 11 12 13 TYP. 13 TYP. 13 TYP. 13 TYP. 13 TYP. 13 TYP. 13 TYP. 13 TYP. 13 TYP. 13 TYP. 29 29 14 TYP. 1914 TYP. 15 16 15 16 20 22 20 22 22 22 21 25 25 2525 25 2525 25 26 26 26 26 26 26 262626262626 26 26 26 26 27 27 28 SLOPE(1/4" / FT. TYP.)SLOPE(1/4" / FT. TYP.)SLOPE (1/4" / FT. TYP.) SLOPE (1/4" / FT. TYP.)SLOPESLOPESLOPE SLO P ESLOPESLOPE SLOPESLOPE SLOPESLOPE SLOPESLOPE 30 ATTIC VENTING REQUIREMENTS: REQUIRED 7.06 S.F. (CLEAR TRANSFER AIR SPACE) PROVIDE 15 S.F. (OVERALL LOUVER S.F. MIN.) LOUVERS SHALL HAVE PEST SCREEN WITH MIN. 1/16" TO MAX. 1/4" OPENING. G.C. TO MODIFY / REPLACE LOUVERS WHERE SHOWN AS MAY BE REQUIRED. SIZE TO MEET SQUARE FOOTAGE AS INDICATED. 1 A400 1 A401 2 A401 2 A400 1 A402 2 A402 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number ROOF PLAN A202 ROOF PLAN1/4"=1'-0"1 NOT USED3 ROOF PLAN GENERAL NOTES4 ROOF PLAN KEY NOTES5 NOT USED2 1.ROOF RECOMMENDATIONS: INSPECTION OF EXISTING ROOF BY QUALIFIED ROOFER IS RECOMMENDED. ROOFER TO FIELD VERIFY EXISTING CONDITIONS (IE: DRAINAGE, EQUIPMENT, EXTENT OF ROOFING AT BACKSIDE OF PARAPET, ETC.) AND INCLUDE ALL COMPONENTS AND MATERIALS NECESSARY TO COMPLETE THE PROJECT IN BID. 2.ALL ROOF DRAINAGE TO BE VERIFIED PRIOR TO DEMOLITION. CONTRACTOR TO VERIFY EXISTING PIPE SIZES ARE ADEQUATE PER NEW DESIGN. NOTE: EXISTING ROOF DRAINAGE TO REMAIN. RE-ROUTE AS NECESSARY. 3.NEW ROOFING TO BE TIED INTO EXISTING PRIMARY AND SECONDARY ROOF DRAINS AS REQUIRED. 4.COORDINATE ANY NEW ROOF PENETRATIONS AS REQUIRED BETWEEN ALL TRADES. 5.COORDINATE CONDITIONS NECESSARY WITH ANY NEW ROOF EQUIPMENT SCHEDULED THESE PLANS BETWEEN ALL TRADES. 6.EXISTING EQUIPMENT INDICATED THIS PLAN FOR SCHEMATIC REFERENCE ONLY. FIELD VERIFY ALL LOCATIONS AND CONDITIONS PRIOR TO BID. 7.ALL ITEMS INDICATED AS EXISTING OR RELOCATED ARE TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. 1 EXISTING KITCHEN/BACK OF HOUSE ROOF TOP UNIT TO REMAIN. EXISTING DINING/FRONT OF HOUSE ROOF TOP UNIT TO REMAIN. EXISTING SELF-SERVE ICE MACHINE CONDENSER TO REMAIN. EXISTING DRIVE-THRU ICE MACHINE CONDENSER TO REMAIN. EXISTING FRUITISTA MACHINE CONDENSER TO REMAIN. EXISTING WALK-IN COOLER CONDENSER TO REMAIN. EXISTING WALK-IN FREEZER CONDENSER TO REMAIN. EXISTING HOOD EXHAUST FAN TO REMAIN. EXISTING TOILET ROOM EXHAUST FAN TO REMAIN. NOT USED. AREA OF EXISTING ROOF HATCH TO BE REMOVED. PATCH IN OPENING WITH NEW CONSTRUCTION TO MATCH EXISTING ADJACENT CONSTRUCTION. EXISTING ROOF LADDER TO REMAIN. NEW "DURO-LAST" OR EQUAL 4" PREFAB DRIP EDGE WITH FACTORY WELDED SKIRT. FIELD WELD SKIRT TO ROOFING MATERIAL. REFER TO A300 AND A400 SHEETS FOR ADDITIONAL INFORMATION. EXISTING ROOFING SYSTEM TO REMAIN. PATCH AND REPAIR AS REQUIRED. EXISTING PRIMARY ROOF DRAIN TO REMAIN. EXISTING OVERFLOW ROOF DRAIN TO REMAIN. NOT USED. NOT USED. AREA OF EXISTING MAKE-UP AIR UNIT TO BE REMOVED IF NOT IN OPERATION. PATCH AND REPAIR ANY OPENINGS WITH NEW CONSTRUCTION TO MATCH EXISTING ADJACENT CONSTRUCTION AS REQUIRED. NEW ENTRY CANOPY AS SCHEDULED. SEE A300 SERIES SHEETS FOR ADDITIONAL INFORMATION. NEW DRIVE-THRU CANOPY AS SCHEDULED. SEE A300 SERIES SHEETS FOR ADDITIONAL INFORMATION. NEW WINDOW EYEBROW AWNING AS SCHEDULED. SEE A300 SERIES SHEETS FOR ADDITIONAL INFORMATION. NOT USED. NOT USED. INSTALL NEW ROOFING SYSTEM: NEW 60 MIL. TPO WHITE ROOFING MEMBRANE NEW 1/2" DENSDECK SHEATHING NEW 3/4" EXTERIOR GRADE PLYWOOD NEW 2X WOOD FRAMING EXISTING LOUVER TO REMAIN. PROTECT FROM DAMAGE. G.C. TO ENSURE QUANTITY AND SIZE OF LOUVERS MEETS MINIMUM REQUIREMENT. NEW LOUVER. SEE A400 SERIES SHEETS FOR ADDITIONAL INFORMATION. QUANTITY AND SIZE TO MEET MINIMUM REQUIREMENT. EXISTING ACCESS OPENING IN PARAPET TO REMAIN. EXISTING METAL CAP FLASHING AROUND EXISTING PREFAB WALK-IN COOLER/FREEZER BOX TO REMAIN. AREA OF EXISTING LOW SPOT. G.C. TO ASSESS AND COORDINATE WORK REQUIRED WITH BORDER FOODS. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 N 29 30 2X62X6 2X6 2X62X4 2X4 NOTE: G.C. TO COVER/PROTECT SILIKAL FLOOR AFTER INSTALLATION WITH CONSTRUCTION PAPER FOR REMAINDER OF CONSTRUCTION. DINING CUSTOMER SELF-SERVE VESTIBULE #1 VESTIBULE #2 WOMEN'S MEN'S SERVING DRIVE-THRU KITCHEN TB COOK WASHING COOLER FREEZER OFFICE PREP UTILITY DRY STORAGE G258 G280 G281 G282 T-2 B-2 T-2 B-2 T-2 B-2 T-2 B-2 T-2 B-2 T-2 B-2 F-1 T-2 B-2 T-2 B-2 F-1 B-4 F-1 B-4 F-1 B-4 F-1 B-4 F-1 B-4 F-1 B-4 F-1 B-4 F-1 B-4 W-1 W-2 W-1 W-2 W-3 3 W-3 3 2'-0"4'-6"1'-0"2'-0"\A1;2'-0"1 2 1 2 1 2 1 2 1 2 2 4 5 4 5 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 7 1'-6"1'-0" \A1;1'-0"8 88 9 10 11 12 12 12 12 12 12 12 12 12 12 13 14 15 16 16 12 17 17 17 1718 19 19 3'-6"4'-11" \A1;4'-11"20 20 21 SS-1 21 SS-1 21 SS-1 21 SS-1 FRP-1 22 23 24 25 25 26 B-2 27 28 28 2828 28 28 28 28 293'-6"2'-6" \A1;2'-6"30 3031 31 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number FINISH FLOOR PLAN1/4"=1'-0"1 ARTWORK SCHEDULE2 GENERAL NOTES3 ROOM FINISH SCHEDULE4 FINISH FLOOR PLAN KEY NOTES5 1.SEE INTERIOR ELEVATIONS FOR PAINTING, GYPSUM BOARD AND TILE. 2. DENOTES FINISH MATERIAL. REFER TO SHEET A000 FOR FINISHES. 3.TILE JOINTS (U.N.O.): A. QUARRY TILE FLOOR: 1/8" B. CERAMIC FLOOR TILE: 1/8" C. GLAZED WALL TILE: 1/8" D. BASE, TRIM AND ACCESSORIES: MATCH ADJOINING TILE UNITS 4.PROVIDE BREAK IN TILE TO MATCH-UP WITH EXPANSION AND CONTROL JOINTS IN SLAB. 5.ALL BASE TILE SHALL BE SANITARY COVE STYLE WITH 3/8" MIN. RADIUS. 6.PROVIDE CLEAR SILICONE CAULK WHERE FRP STOPS AT TOP OF COVE BASE AT NEW CONSTRUCTION. 7.PROVIDE CLEAR SILICONE CAULK WHERE ALL FIXED AND BUILT-IN COUNTERS/EQUIPMENT ABUT WALL SURFACES. 8.SEE SHEET A200 FOR REFERENCES OF INTERIOR ELEVATIONS. 9.GROUT CAULK TO MATCH SPECIFIED GROUT COLOR. QTY.ART FAMILY "B"X G258 1 ANSWER IS TACOS - FRAMED ART G280 1 OVERLAP BELLS - FRAMED ART G281 1 OVERLAP BELLS - FRAMED ART G282 1 OVERLAP BELLS - FRAMED ART G322 X CAMO PATTERN - INTERIOR MURAL NAME FLOOR FINISH BASE FINISH WALL FINISH ACCENT WALL CEILING FINISH NOTES VESTIBULE #1 T-2 B-2 WC-1, CR-1, P-3 ---CL-1 1, 2 NOTES: 1.SEE A000, A200, A201, A204, A600 AND A601 FOR LOCATIONS OF VARYING FINISHES. 2.NEW AND EXISTING PAINTED GYP. BD. WALL SURFACES SHALL BE SKIM COATED WITH A LIGHT ORANGE PEEL TEXTURE PRIOR TO PAINTING. 1 NEW FRONT OF HOUSE FLOOR TILE AND BASE AS SCHEDULED. REFER TO DETAILS 6/A500 AND 7/A500. INSTALL FLOOR TILE IN A STRAIGHT STACK BOND AS SHOWN. REFER TO SHEET A600 FOR WALL FINISHES SCHEDULED IN FRONT OF HOUSE. NEW WALL TILE IN FRONT OF HOUSE AS SCHEDULED. SEE SHEET A600 FOR ADDITIONAL INFORMATION. NEW RESTROOM FLOOR TILE AND BASE AS SCHEDULED. REFER TO DETAIL 7/A500. INSTALL TILE IN A STRAIGHT STACK BOND AS SHOWN. NEW WALL TILE IN RESTROOMS AS SCHEDULED. SEE SHEET A201 FOR ADDITIONAL INFORMATION. NEW ACRYLIC RESIN FLOORING AND INTEGRAL COVE BASE. REFER TO DETAIL 8/A500. EXISTING WALL FINISHES IN BACK OF HOUSE TO REMAIN, U.N.O. EXISTING STAINLESS STEEL WALL FINISH TO REMAIN. NEW MOP SINK. SEE SHEET A205. EXISTING WALK-IN COOLER FLOORING AND BASE TO REMAIN. EXISTING WALK-IN FREEZER FLOORING AND BASE TO REMAIN. EXISTING FLOOR DRAINS/FLOOR SINKS/CLEAN OUTS/TRENCH DRAINS TO REMAIN, U.N.O. NEW GREASE INTERCEPTOR. COORDINATE FINAL LOCATION AND SPECIFICATIONS WITH BORDER FOODS. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. INSTALL TILE END TRIM. SEE DETAIL 1/A500. INSTALL TILE END TRIM. SEE DETAIL 2/A500. INSTALL TILE CORNER TRIM. SEE DETAIL 3/A500. PROVIDE SILICONE IN LIEU OF GROUT (COLOR TO MATCH GROUT) AT INSIDE CORNERS OF TILED WALLS. INSTALL STAINLESS STEEL CORNER GUARD. SEE DETAIL 4A/A500. INSTALL STAINLESS STEEL END WALL GUARD. SEE DETAIL 4B/A500. INSTALL NEW TRANSITION STRIP, PROVIDE SMOOTH AND LEVEL TRANSITION. SEE DETAIL 5/A500. G.C. TO PROVIDE 1/4" PLYWOOD SHEATHING OR OTHER MEANS AS NEEDED TO TOP OF WINDOW SILL SO AS TO PROVIDE LEVEL CONTINUOUS SURFACE FOR NEW SOLID SURFACE SILL SUPPLIED BY DECOR VENDOR AND INSTALLED BY BORDER FOODS INSTALLER. AREA OF NEW WALL FINISH IN BACK OF HOUSE AS SCHEDULED, DUE TO WALL REMOVAL / NEW WALL. NEW STAINLESS STEEL WALL FINISH AT WALLS INDICATED FROM TOP OF BASE TO 3'-0" A.F.F. EXISTING FLOOR SINK TO BE REMOVED AND CONVERTED TO FLOOR DRAIN. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. RELOCATED EXISTING FLOOR DRAIN. LOCATE AS INDICATED. SEE PLUMBING DRAWINGS. PROVIDE AND INSTALL NEW TRENCH DRAIN. NEW TRENCH DRAIN TO BE SILIKAL PERMADRAIN TD1365 - THERMOFORMED TROUGH DRAIN BODY, POLYCARBONATE AND ABS BLEND, UNDERSIDE COATED WITH FIBERGLASS, TROUGH DRAIN GRATE IS FIBERGLASS WITH 1 1/4" SQUARE HOLES, 4" NO HUB CONNECTION, 4" LOW PRO LOCKING DOME STRAINER. PROVIDE TILE BASE B-2 ALONG BOTTOM OF REAR AND SIDE SERVING WALL - ENTIRE LENGTH - REFER TO DETAIL 9/A500 FOR TILE BASE AT ACRYLIC RESIN FLOORING. G.C. SHALL REPAIR ANY DAMAGED SUBSTRATE BEFORE INSTALLATION OF NEW TILE BASE AND WALL FINISHES. PROVIDE A CLEAR SILICONE SEAL AT THE TOP OF THE BASE TILE (FRONT OF HOUSE ONLY). RELOCATED EXISTING FRONT LINE COUNTER. REFINISH CUSTOMER SIDE FINISHES. ALL OTHER FINISHES ARE EXISTING TO REMAIN, U.N.O. PORTION OF EXISTING COUNTERTOP TO BE REPLACED WITH NEW, DUE TO RELOCATION OF EXISTING POS STATION. ADD ANTI-SLIP PAINT STRIPS AT EXISTING WALK-IN COOLER / FREEZER. COORDINATE SPECIFICATION AND WORK REQUIRED WITH BORDER FOODS. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 FINISH FLOOR A203 PLAN MEN'S T-2 B-2 W-2 W-1 EXISTING (GYP. BD.), P-1 1 WOMEN'S T-2 B-2 W-2 W-1 EXISTING (GYP. BD.), P-1 1 DINING T-2 B-2 WC-1, CR-1, P-1 ---CL-1 1, 2 VESTIBULE #2 T-2 B-2 WC-1, CR-1, P-1 ---CL-1 1, 2 SELF-SERVE T-2 B-2 W-3 ---CL-3 1 CUSTOMER T-2 B-2 WC-1, CR-1, P-1 ---CL-1 1, 2 SERVING T-2, F-1 B-2 W-3, P-1 ---CL-3 1, 2 DRIVE-THRU F-1 B-4 EXISTING (FRP), FRP-1 ---EXISTING (VINYL TILE), CL-4 1 KITCHEN F-1 B-4 EXISTING (FRP)---EXISTING (VINYL TILE)1 OFFICE F-1 B-4 EXISTING (FRP)---EXISTING (VINYL TILE)1 TB COOK F-1 B-4 EXISTING (STAINLESS STEEL / FRP)---EXISTING (HOOD / VINYL TILE)1 WASHING F-1 B-4 EXISTING (STAINLESS STEEL / FRP)---EXISTING (VINYL TILE)1 PREP F-1 B-4 EXISTING (STAINLESS STEEL / FRP)---EXISTING (VINYL TILE)1 UTILITY F-1 B-4 EXISTING (FRP), STAINLESS STEEL ---EXISTING (VINYL TILE)1 COOLER EXISTING (METAL)EXISTING (COVED METAL)EXISTING (METAL)---EXISTING (METAL)1 FREEZER EXISTING (METAL)EXISTING (COVED METAL)EXISTING (METAL)---EXISTING (METAL)1 DRY STORAGE F-1 B-4 EXISTING (FRP)---EXISTING (VINYL TILE)1 N 22 23 24 25 26 27 28 29 30 31 C C C C C C C CC C CC F7 F7F7F7 F7 F7F7F7 S S S X1B X1B F F F AEM AEM C1W C1W C1W C1W C1WC1WC1W C1W C1W C1W C1WC1WC1W C1W C1W C1WC1W C1W C1W C1W C1W C1W C1W C1WC1W C1W C1WC1WC1W C1WC1W F D1 D1 D1 D1 D1 D1 D1 AA E3 (E) (E)(E)(E) (E)(E) (E)(E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) SC C1W E3 E3 DINING CUSTOMER SELF-SERVE VESTIBULE #1 VESTIBULE #2 WOMEN'S MEN'S SERVING DRIVE-THRU KITCHEN TB COOK WASHING COOLER FREEZER OFFICE PREPUTILITY DRY STORAGE 9'-5" CL-1 8'-9 1/4" CL-1 8'-5" CL-1 8'-5" CL-1 9'-5" CL-1 8'-5" CL-3 9'-5 3/4" CL-3 8'-6" CL-1 8'-0" P-1 (E)8'-0" P-1 (E) 8'-3 1/4"(E) 8'-3 1/4"(E) 8'-3 1/4"(E) 8'-3 1/4"(E)8'-3 1/4"(E) 8'-3 1/4"(E) 8'-3 1/4"(E)2'-0"1'-6"\A1;1'-6"2'-5"6'-9"2'-1"5'-6"5'-6"2'-5"6'-9"2'-1"5'-6"5'-6"2'-0"1'-6" EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ. EQ.EQ.EQ.EQ.\A1;EQ.1 1 1 1 1 1 1 1 8'-4 1/2" 2 (E) 8'-4 1/2" 2 (E) 8'-10 1/2" 2 (E) 8'-10 1/2" 2 (E) 3 P-1 P-1 P-1 P-1 7'-0" 4 P-1 5 5 5 5 5 5 5 5 11 11 12 12 11 12 11 12 11 12 11 12 13 14 14 1516 17 41 17 41 15 16 18 19 18 19 18 19 18 19 18 19 18 19 18 19 22 23 22 2322 23 22 23 22 2322 23 22 23 25 26 27 28 29 30 30 31 34 34 34 34 3636 36 36 36 3636 37 38 TYP. 38 TYP. 39 39 39 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 42 42 43 44 45 55 46 55 47 48 CL-4 43 49 49 50 50 51 EQ.4'-0"EQ.EQ.EQ.EQ.4'-0"EQ.EQ.EQ. \A1;EQ.51 52 53 54 55 56 56 566"\A1;6"57 57 6" \A1;6"37 37 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number REFLECTED CEILING PLAN1/4"=1'-0"1 DIMENSIONS: 1.ALL DIMENSIONS ARE TO FACE OF FINISH U.N.O. CEILING FINISHES: 1.REFER TO FINISH SCHEDULE (SHEET A000) FOR CEILING FINISHES. SUSPENDED CEILING: 1.ACOUSTICAL PANEL INSTALLATION: INSTALL ACOUSTICAL PANELS WITH EDGES IN CLOSE CONTACT WITH METAL SUPPORTS AND IN TRUE ALIGNMENT. 2.ALLOWABLE VARIATIONS FROM FLAT AND LEVEL SURFACE: 1/8" IN 10'-0" MAX. 3.ALLOWABLE VARIATIONS FROM PLUMB OF GRID MEMBERS: AS CAUSED BY ECCENTRIC LOADS, 2° MAX. 4.INSTALL SYSTEM AFTER MAJOR ABOVE CEILING WORK IS COMPLETE. COORDINATE LOCATIONS OF HANGERS WITH RELATED WORK. 5.SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 6.CUT EDGES OF TEGULAR TILES SHALL BE ROUTED. GYPSUM BOARD CEILINGS: 1.SUBSTRATE SHALL BE 5/8" THICK GYP. BD. 2.ACOUSTICAL SEALANT: APPLY TO GYP. BD. PANELS AS INDICATED IN SPECIFICATIONS. 3.GYP. BD. FINISHING AND DECORATING: REFER TO DRAWINGS FOR TEXTURE AND FINISHES. REFLECTED CLG. PLAN LEGEND2 LIGHTING FIXTURE SCHEDULE3 REFLECTED CEILING PLAN KEY NOTES4 RCP NOTES5 NO.MANUFACTURER CATALOG NUMBER DESCRIPTION MOUNTING LAMP TYPE BALLAST TYPE REMARKS NOTES: ALL LIGHTS LABELED (E) ARE EXISTING TO REMAIN. PROTECT FROM DAMAGE. REPLACE WITH NEW TO MATCH EXISTING IF NOT IN PROPER WORKING CONDITION. ALL LIGHTS LABELED (R) ARE RELOCATED EXISTING. PROTECT FROM DAMAGE. REPLACE WITH NEW TO MATCH EXISTING IF NOT IN PROPER WORKING CONDITION. AA RAB #WPLED26N EXTERIOR WALL PACK, 26W, 2400 LUM MIN, 4000K, BRONZE FINISH, WET LOCATION SURFACE LED ------ A A1 A1EM A3 A3EM C1W NSL #LVLDL-06-NW-R-L3 6" RECESSED DOWN LIGHT, 12W LED, 1079LUM, 4000K RECESSED LED ---PROVIDE WITH WHITE TRIM RING C1B NSL #LVLDL-06-NW-R-L3 6" RECESSED DOWN LIGHT, 12W LED, 1079LUM, 4000K RECESSED LED ---PROVIDE WITH BLACK TRIM RING D1 PROGRESS LIGHTING P5642 BRONZE-20 6" X 18" X 8 7/8" ALUMINUM UP/DOWN LIGHTING IN BRONZE FINISH SURFACE LED ---EXTERIOR SCONCE E3 LIGHT ALARMS #CAMSDDBCW EMERGENCY EGRESS, 18W, 550 LUM MIN, DARK BRONZE FINISH, LEAD CALCIUM BATTERY SURFACE LED ------ F6 ELITE EM-809-W 2 HEAD EMERGENCY - WHITE SURFACE LED ---PLACEMENT BY ELEC. CONTRACTOR TO MEET CODE REQUIREMENTS F7 KICHLER 43852OZ 9.75" GLASS PENDANT AVERY WITH MED BASE SOCKET RATED 100W MAX OLDE BRONZE FINISH PENDANT (1) AAMSCO LED- 6W-ST64HYBRID-DIM ---CEILING MOUNTED CENTERED ABOVE TABLE BELOW X1B HI-LITES H24212-96-CB15-20WLBL-60P 12" GALVANIZED PENDANT WITH BLACK CORD AND CANOPY MEDIUM BASE SOCKET PENDANT (1) TCP LED10A19D0D27K ---CEILING MOUNTED CENTERED ABOVE TABLE BELOW X1C LIGHTALARMS QLXN500R-N UNIVERSAL LED EXIT RED LETTERS WITH BATTERY BACKUP, WHITE FINISH UNIVERSAL INCLUDED ------ LIGHTALARMS QLXH500 EXIT LIGHT DOUBLE FACED - RED LETTERS WITH BATTERY BACKUP, WHITE FINISH CEILING OR WALL AS INDICATED INCLUDED ------ AEM F NOTES: 1.REFER TO LIGHTING FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION. 2.REFER TO KEY NOTES FOR ADDITIONAL INFORMATION. 3.REFER TO BALANCE OF ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 4.SEE MECHANICAL/ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 5.NEW MECHANICAL DIFFUSERS AT DINING/FRONT OF HOUSE TO BE WHITE. 6.NEW MECHANICAL DIFFUSERS SCHEDULED AT KITCHEN/BACK OF HOUSE TO BE WHITE. EXIT LIGHT (CEILING MOUNTED) EXIT LIGHT (WALL MOUNTED) EMERGENCY LIGHT RECESSED DOWN LIGHT PENDANT LIGHT FIXTURE PENDANT LIGHT FIXTURE 2'-0" X 4'-0" LIGHT FIXTURE 1'-0" X 4'-0" LIGHT FIXTURE 2'-0" X 2'-0" LIGHT FIXTURE WALK-IN COOLER / FREEZER LIGHT FIXTURE WALK-IN COOLER / FREEZER LIGHT FIXTURE EXTERIOR UP/DOWN LIGHT FIXTURE EXTERIOR WALL PACK LIGHT FIXTURE EXTERIOR EMERGENCY/EGRESS LIGHT FIXTURE SLOT DIFFUSER SUPPLY AIR DIFFUSER (NEW TO BE STRATUS STR-C) 2'-0" X 2'-0" SIZE TYPICAL (FIELD VERIFY AND MATCH EXISTING AT SMALLER LOCATIONS SHOWN) RETURN AIR GRILLE (NEW TO BE HAVACO HT-2X2-RTN 2'-0" X 2'-0" PLASTIC TRADITIONAL LOUVERED FILTERED AIR RETURN - REUSABLE FILTER) (FIELD VERIFY AND MATCH EXISTING AT SMALLER LOCATIONS SHOWN) EXHAUST GRILLE CEILING MOUNTED FAN-FORCED HEATER 1 NEW CEILING TILES AND GRID IN FRONT OF HOUSE AS SCHEDULED. PLACE GRID IN LOCATION AS DIMENSIONED. EXISTING GYP. BD. SOFFIT TO REMAIN. PORTION OF EXISTING GYP. BD. SOFFIT TO BE MODIFIED AS REQUIRED AFTER PORTION IS REMOVED. PATCH AND REPAIR / PROVIDE NEW FINISH AS REQUIRED. EXISTING MENU BOARD SOFFIT TO BE RAISED TO 7'-0" FROM FINISHED FLOOR. PATCH AND REPAIR AS REQUIRED FOR LIKE NEW FINISH. PROVIDE STAINLESS STEEL GUARD AT UNDERSIDE OF SOFFIT ENTIRE LENGTH. SEE DETAIL 4B/A500 SIMILAR. ALL NEW LIGHTING IN FRONT OF HOUSE AS SCHEDULED. SEE LEGEND AND LIGHT FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. PROVIDE NEW FRONT OF HOUSE SUPPLY DIFFUSERS IN LOCATIONS SHOWN. EXISTING DUCTWORK TO REMAIN - MODIFY AS REQUIRED FOR NEW LOCATIONS. INSULATE DIFFUSERS, THROAT, AND DUCTWORK IF NOT CURRENTLY EXISTING. PROVIDE CLEAR AIR DIVERTERS. PROVIDE NEW FRONT HOUSE RETURN AIR GRILLES IN LOCATIONS SHOWN. EXISTING DUCTWORK TO REMAIN - MODIFY AS REQUIRED FOR NEW LOCATIONS. INSULATE DIFFUSERS, THROAT, AND DUCTWORK IF NOT CURRENTLY EXISTING. NEW DIGITAL MENU BOARDS AS SCHEDULED. PROVIDE BLOCKING, POWER AND DATA AS REQUIRED. SEE SHEETS A205 AND A700. EXISTING GYP. BD. CEILING IN RESTROOMS TO REMAIN. PATCH AND REPAIR AS REQUIRED. NEW RESTROOM DIFFUSER. NEW SIZE TO MATCH EXISTING. NEW RESTROOM EXHAUST GRILLE. NEW RESTROOM LIGHT FIXTURE AS SCHEDULED. EXISTING BACK OF HOUSE CEILING AND GRID TO REMAIN, U.N.O. ALL EXISTING BACK OF HOUSE LIGHT FIXTURES TO REMAIN, U.N.O. NOT USED. NOT USED. EXISTING BACK OF HOUSE SUPPLY DIFFUSERS TO REMAIN, U.N.O. EXISTING BACK OF HOUSE RETURN AIR GRILLES TO REMAIN, U.N.O. NOT USED. EXISTING WALK-IN COOLER LIGHTING TO REMAIN. EXISTING WALK-IN COOLER MECHANICALS TO REMAIN. EXISTING WALK-IN FREEZER LIGHTING TO REMAIN. EXISTING WALK-IN FREEZER MECHANICALS TO REMAIN. EXISTING EXHAUST HOOD TO REMAIN. NEW ENTRY AWNING AS SCHEDULED. SEE SHEETS A300 AND A301. NEW DRIVE-THRU AWNING AS SCHEDULED. SEE SHEETS A300 AND A301. NOT USED. NOT USED. NEW EYEBROW AWNING AS SCHEDULED. SEE SHEETS A300 AND A301. NOT USED. NEW EXTERIOR SCONCE LIGHT FIXTURE AS SCHEDULED. SEE SHEETS A300 AND A301. NEW EXTERIOR EMERGENCY/EGRESS LIGHT FIXTURE AS SCHEDULED. SEE SHEETS A300 AND A301. EXISTING SECURITY CAMERAS TO REMAIN. REINSTALL IN EXISTING LOCATIONS IF REQUIRED TO BE REMOVED DUE TO NEW WORK SCHEDULED. COORDINATE WORK REQUIRED WITH BORDER FOODS. NEW SPEAKER. COORDINATE FINAL LOCATIONS WITH BORDER FOODS. ALL EXISTING CEILING ACCESSORIES TO REMAIN, U.N.O. REINSTALL IN EXISTING LOCATIONS IF REQUIRED TO BE REMOVED DUE TO NEW WORK SCHEDULED. NEW LIGHT FIXTURE TO BE PLACED IN SAME LOCATION AS EXISTING BEING REPLACED. HATCHED AREA DENOTES CEILING FINISH AS SCHEDULED. RELOCATED EXISTING LINEAR SLOT DIFFUSERS. MODIFY EXISTING DUCT WORK AS REQUIRED. ALL POWER AND DATA TO HALF WALL SHALL BE ROUTED FROM CEILING DOWN INTO HALF WALL AND CONCEALED IN BLACK METAL WIRE CHASE. PROVIDE TWO LOW VOLTAGE 1/2" CONDUITS WITHIN WIRE CHASE. CHASE PROVIDED BY LSV METALS. 8" X 16" 18 GAUGE STAINLESS STEEL CHASE ALONG WALL FOR ICE MACHINE REFRIGERANT LINES AND SYRUP LINES TO TOP OF ICE MACHINE. VERIFY ACTUAL SIZE REQUIRED. SEAL ALL EDGES. 6" X 6" 18 GAUGE STAINLESS STEEL CHASE ALONG WALL FOR FRUITISTA REFRIGERANT LINES. FROM 6" ABOVE CEILING TO TOP OF FRUITISTA MACHINE. VERIFY ACTUAL SIZE REQUIRED. SEAL ALL EDGES. RELOCATED EXISTING VESTIBULE HEATER. REINSTALL IN NEW CEILING. AREA WHERE EXISTING BACK OF HOUSE CEILING IS TO BE EXTENDED AS REQUIRED FOR NEW WALL LAYOUT. NEW CEILING TILES AND GRID TO MATCH EXISTING ADJACENT CEILING TILES AND GRID. PATCH EXISTING GRID AT AREAS OF LINEAR SLOT DIFFUSER REMOVAL. COORDINATE WORK REQUIRED WITH BORDER FOODS. NEW DIFFUSER TO REPLACE EXISTING LINEAR DIFFUSER BEING REMOVED. MODIFY EXISTING DUCTWORK AS REQUIRED. NEW EXTERIOR RECESSED DOWN LIGHT. CONNECT TO BUILDING TELEMATICS LIGHTING CONTROLLER. SEE ELECTRICAL DRAWINGS. PROVIDE SURFACE MOUNT 4" ROUND J-BOX FOR SECURITY CAMERA. EXTEND EXISTING GYP. BD. SOFFIT TO NEW WALL LOCATION, AS SHOWN. EXISTING MONITOR TO REMAIN. RELOCATED EXISTING MONITOR. COORDINATE WORK REQUIRED WITH BORDER FOODS. EXISTING CEILING MOUNTED OUTLET TO REMAIN. REINSTALL IN EXISTING LOCATION IF REQUIRED TO BE REMOVED DUE TO NEW WORK SCHEDULED. NEW 2" HORIZONTAL SOFFIT VENTING - FULL WIDTH OF SOFFIT AS SHOWN. PAINT TO MATCH ADJACENT E.I.F.S. SEE SECTIONS FOR ADDITIONAL INFORMATION. REFLECTED CEILING A204 PLAN N LITHONIA #2GTL4 48L FW GZ1 LP840 2X4 TROFFER, 40W LED, 4800 LUM MIN, 4000K, WHITE FINISH AND ACRYLIC LENS RECESSED GRID LED ---PLACE "AEM" FIXTURES TO MEET CODE REQUIREMENTS EM PLACEMENT BY ELEC. CONTRACTOR TO MEET CODE REQUIREMENTS LITHONIA #GTL4 40L FW GZ1 LP840 1X4 TROFFER, 39W LED, 4000 LUM MIN, 4000K, WHITE FINISH AND ACRYLIC LENS RECESSED GRID LED ---PLACE "A1EM" FIXTURES TO MEET CODE REQUIREMENTS LITHONIA #GTL4 40L FW GZ1 LP840 EL14L DGA14 1X4 TROFFER, 39W LED, 4000 LUM MIN, 4000K, WHITE FINISH AND ACRYLIC LENS RECESSED GRID LED EM PLACEMENT BY ELEC. CONTRACTOR TO MEET CODE REQUIREMENTS LITHONIA #2GTL2 33L FW GZ1 LP840 2X2 TROFFER, 29W LED, 3300 LUM MIN, 4000K, WHITE FINISH AND ACRYLIC LENS RECESSED GRID LED ---PLACE "A3EM" FIXTURES TO MEET CODE REQUIREMENTS LITHONIA #2GTL2 33L FW GZ1 LP840 EL14L 2X2 TROFFER, 29W LED, 3300 LUM MIN, 4000K, WHITE FINISH AND ACRYLIC LENS RECESSED GRID LED EM PLACEMENT BY ELEC. CONTRACTOR TO MEET CODE REQUIREMENTS LITHONIA #2GTL4 48L FW GZ1 LP840 EL14L 2X4 TROFFER, 40W LED, 4800 LUM MIN, 4000K, WHITE FINISH AND ACRYLIC LENS RECESSED GRID LED 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 EGGCRATE TRANSFER GRILLE 2X62X6 2X6 2X62X4 2X4 FIELD VERIFY AND MODIFY AS REQUIRED ALL EXISTING PLUMBING, ELECTRICAL, AND GAS SERVICES AND CONNECTIONS FOR NEW EQUIPMENT TO BE INSTALLED WHERE SIMILAR EXISTING EQUIPMENT HAS BEEN REMOVED AND/OR WHEN EXISTING EQUIPMENT RELOCATED. COORDINATE WITH EQUIPMENT CUT SHEETS FOR NEW EQUIPMENT. DESIGN/BUILD BY APPLICABLE SUB-CONTRACTORS. NOTE: FURNITURE INSTALLER TO DISASSEMBLE CHAIRS - URETHANE SEATS TO CHAIR AND REASSEMBLE ON SITE. STORAGE SHELVING NOTE: - DRY STORAGE LOCATIONS ON CASTERS - COOLER/FREEZER ON LEGS DINING CUSTOMER SELF-SERVE VESTIBULE #1 VESTIBULE #2 WOMEN'S MEN'S SERVING DRIVE-THRU KITCHEN TB COOK WASHING COOLER FREEZER OFFICE PREP UTILITY DRY STORAGE (4 EA.) L-049 S-XX5 P-XX2 R-928 K-383 P-XX4 K-498 K-504K-504K-504 K-XX1 N-071 N-208 1 1 1 1 1 1 1 1 1 1 1 2 2 3 3 3 3 4 4 4 5 6 8 7 F-500 1011 12 13 13 15 16 17 18 19 U-131 18 19 U-131 U-131 U-135 U-136 U-137 19 U-131 U-135 U-136 U-137 20 22 22 23 24 30 27 26 28 29 31 B-140 34 38 41 45 48 49 50 51 52 59 60 1 A201 SEE ALSO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. N-061 3'-9 1/4"±3'-0" HOLD 3'-0"HOLD4'-0"± C-400 35 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number SEATING AND EQUIPMENT A205 PLAN SEATING AND EQUIPMENT PLAN1/4"=1'-0"1 1."HOLD" DIMENSIONS ARE FROM FACE OF FINISH. 2.G.C. TO CONFIRM "HOLD" DIMENSIONS WITH EQUIPMENT MANUFACTURER/VENDOR. 3.TILE CHIPPING AROUND CORE DRILL HOLES FOR SEATING WILL NOT BE ACCEPTED. 4.ALL DIMENSIONS FOR SEATING/CORE DRILL PLAN SHALL BE FROM FACE OF GYP. B.D 5.VERIFY ALL DIMENSIONS WITH SEATING VENDOR PRIOR TO INSTALLATION. 6.SEE INTERIOR ELEVATIONS SHEET A600 AND DECOR PACKAGE FOR LOCATIONS OF DECOR VENDOR SUPPLIED ARTWORK. 7.PROVIDE THE FOLLOWING HARDWARE FOR EACH CABINET DOOR: KNOB: STANLEY 4482 (1 EA.) CATCH: STANLEY SP35 (1 EA.) HINGE: STANLEY 1588 (2 EA.) 8.(H) - SYMBOL DENOTES A HIGH TABLE OR DINING COUNTER WITH STOOLS. 9.ALL SOLID SURFACE TO BE PROPERLY SEAMED PER MANUFACTURERS SPECIFICATIONS. 10.G.C. SHALL PROVIDE A CLEAR SILICONE SEAL JOINT AT ALL PERMANENTLY MOUNTED EQUIPMENT, COUNTERS, AND CEILING GRID THROUGHOUT THE ENTIRE STORE. MASKING TAPE SHALL BE USED ON JOINTS EXCEEDING 1/4" TO PROVIDE A COVED CORNER. - SYMBOL DENOTES A HANDICAP ACCESSIBLE TABLE SHELVING QUANTITIES2 SEATING & EQUIP. PLAN NOTES3 NEW EQUIPMENT SCHEDULE4 SEATING AND EQUIPMENT PLAN KEY NOTES5 STORAGE TYPE LINEAR FEET DRY STORAGE 78 REFRIGERATED STORAGE 32 FROZEN STORAGE 17 TOTAL 127 NO.QTY.G.C. INST.ITEM DESCRIPTION MANUFACTURER AND MODEL NUMBER PLUM.ELEC.GAS REMARKS NO.1 ALL EXISTING KITCHEN EQUIPMENT, FIXTURES, SHELVING UNITS, ETC. TO REMAIN, U.N.O. REINSTALL EXISTING FIXTURES IN EXISTING LOCATIONS IF REQUIRED TO BE REMOVED AT ANY TIME IN ORDER TO COMPLETE NEW WORK. PROTECT FROM DAMAGE. PROVIDE BARRIER TO PROTECT FROM DUST, DEBRIS, AND DAMAGE. SEE DECOR DRAWINGS BY TENANT VENDOR FOR NEW DINING AREA FIXTURES. MAINTAIN A MINIMUM 3'-0" CLEAR PATH OF EGRESS. 30" X 48" CLEAR FLOOR SPACE FOR HANDICAP SEATING/ORDERING POSITION. RELOCATED EXISTING SELF-SERVE DRINK STATION. RELOCATED EXISTING SELF-SERVE SODA AND ICE MACHINES AND CARBONATOR. RELOCATED EXISTING STRAW AN LID DISPENSER. RELOCATED EXISTING SELF-SERVE TEA DISPENSER. NOT USED. RELOCATED EXISTING FRONT LINE COUNTER. SEE A203 AND A600 FOR NEW WORK REQUIRED. RELOCATED EXISTING FRONT COUNTER POS STATION AND ALL ASSOCIATED EQUIPMENT. NEW HOLES FOR POS CASH REGISTER POWER AND DATA LINE SHOULD BE FIELD CUT BY G.C. PRIOR TO POS SETUP, TYP. RELOCATED EXISTING POS STATION SHROUD. RELOCATED EXISTING UNDER COUNTER SHELVING. NOT USED. RELOCATED EXISTING LOOMIS SAFE. RELOCATED EXISTING AMSEC SAFE. RELOCATED EXISTING WATERFALL MOBILE ORDER PICK-UP CUBBY. RELOCATED EXISTING DIGITAL ORDER KIOSK. ROUTE POWER/DATA FOR DIGITAL ORDER TABLETS INDICATED THROUGH HALF WALL. COORDINATE REQUIREMENTS WITH OWNER PRIOR TO INSTALL. ROUTE POWER/DATA FOR DIGITAL ORDER TABLET UNDER COUNTER ON EMPLOYEE SIDE. COORDINATE REQUIREMENTS WITH OWNER PRIOR TO INSTALL. NOT USED. SEE SHEET A201 FOR EQUIPMENT/FIXTURES AT RESTROOMS. RELOCATED EXISTING HAND SINK AND ASSOCIATED EQUIPMENT. RELOCATED EXISTING FRUITISTA MACHINE. NOT USED. RELOCATED EXISTING DRIVE-THRU DRINK TABLE. RELOCATED EXISTING DRIVE-THRU SODA AND ICE MACHINE AND CARBONATOR. RELOCATED EXISTING DRIVE-THRU TEA DISPENSER. RELOCATED EXISTING COFFEE BREWER. RELOCATED EXISTING DRIVE-THRU CUP DISPENSER. RELOCATED EXISTING DRIVE-THRU POS STATION AND ALL ASSOCIATED EQUIPMENT. NOT USED. NOT USED. RELOCATED EXISTING DUAL PRODUCTION LINE AND ALL ASSOCIATED EQUIPMENT. OWNER SUPPLIED STAINLESS STEEL PANEL ACROSS FACE OF ADD-ON TABLE. NOT USED. NOT USED. RELOCATED EXISTING FRYER. NOT USED. NOT USED. RELOCATED EXISTING RETHERMALIZER. NOT USED. NOT USED. NOT USED. RELOCATED EXISTING STAINLESS STEEL TABLE. NOT USED. NOT USED. RELOCATED EXISTING HEAT CABINET. RELOCATED EXISTING HEAT CABINET. REHINGE TO SWING SHOWN ON PLANS. RELOCATED EXISTING RICE BINS. MODIFY EXISTING SHELVING UNIT TO ACCOMMODATE RICE BINS UNDER. NEW P.LAM OFFICE DESK AND WALL SHELVING. PROVIDE NEW TO MATCH EXISTING. RELOCATED EXISTING OFFICE EQUIPMENT TO BE REINSTALLED ON NEW DESK AND WALL SHELVING. COORDINATE WITH BORDER FOODS. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. NEW 26" FREE STANDING MOBILE ORDER PICK-UP CUBBY. SUPPLIED BY DECOR VENDOR AND INSTALLED BY BORDER FOODS INSTALLER. NEW INTERIOR GREASE INTERCEPTOR. COORDINATE SPECIFICATIONS AND FINAL LOCATION WITH BORDER FOODS. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 N 59 60 B-140 1 X DRIVE-THRU WINDOW QUICKSERV #SC-4030 (DARK BRONZE)COLOR TO MATCH EXISTING (VERIFY)B-140 F-500 2 X STACKABLE HIGH CHAIR KOALA #B103-01 MOLDED GRAY WITH TRAY F-500 K-498 1 X SHELVING UNIT 18" x 48" x 74" (4-TIER)ISS #SU184874Y -K-498 K-504 3 X SHELVING UNIT 24" x 48" x 74" (4-TIER)ISS #SU244874Y -K-504 K-XX1 1 X SHELVING UNIT 18" x 24" x 38" (3-TIER)ISS #TBD -K-XX1 L-049 4 X INTERIOR MENU BOARD PACKAGE STRATACACHE LG 49 DISPLAY X DIGITAL MENU BOARD L-049 N-071 1 X MOP SINK FAUCET T&S #B-2465 X FOR #N-208 N-071 N-208 1 X MOP SINK 24" x 24" x 10" FLOOR MOUNT SINK AERO MANUFACTURING CO., INC. #3MP-2121-6 X INCLUDES SEPARATE FREE FLOW DRAIN N-208 P-XX4 1 X 24" x 48" STAINLESS STEEL TABLE ISS #CUSTOM -P-XX4 R-928 1 X FULL HT. FREEZER SINGLE SECTION (LH HINGED)DELFIELD #GBFIP-SH-IK X -R-928 S-XX5 1 X 3-SLEEVE CUP DISPENSER (FRONT COUNTER)A.J. ANTUNES #DACS-30, #9900312 -S-XX5 U-131 4 MOUNTING PLATE ONE PER KIOSK TABLET U-131 U-135 2 KIOSK TABLET X DEDICATED CIRCUIT AND (2) CAT6 CABLES PER TABLET U-135 U-136 2 VERIFONE (CREDIT CARD MACHINE)X 1 PER KIOSK TABLET U-136 U-137 1 STORM AUDIO - NAV KEYPAD X 1 PER STORE; CALIFORNIA STORES 50% OF TOTAL TABLETS U-137 K-383 1 X CRISPY TABLE 30" x 36" x 74" W/ UNDER SHELVES #WST1709E PROVIDE WITH CASTERS K-383 N-061 1 X HAND SINK (KITCHEN)AERO #HSK X WITH KNEE CONTROL VALVES & GOOSENECK SPOUT N-061 C-400 1 X COOK TIMER (12 CHANNEL)FAST #1200 (ZAP TIMER)X FOR C-107, MOUNT TO K-380 FRY STATION C-400 P-XX2 1 X 24" x 48.13" x 60.42" S.S. ADD ON TABLE DELFIELD SKU #00-201110IL1 -P-XX2 EQ.EQ.EQ.3'-6"8 1/8"1'-2"EQ.2'-9"6'-8"8'-0"8'-0"0'-0" T.O. SLAB 0'-0" T.O. (E) SLAB 1'-10"± (V.I.F.) B.O. (E) WINDOW 2'-6" T.O. TRIM BAND 4'-6" T.O. TRIM BAND AT TOWERS 8'-5 1/2"± (V.I.F.) T.O. (E) WINDOW 17'-4 1/2"± (V.I.F.) T.O. PARAPET 20'-1 1/2"± (V.I.F.) T.O. (E) SLAB 15'-7 1/2"± (V.I.F.) T.O. TRIM BAND 8-'11"± (V.I.F.) T.O. (E) ADDITION 8'-5 1/2"± (V.I.F.) B.O. TRIM BAND 11'-6"EQ.EQ. EQ.EQ. 2'-6" TYP.5'-0"TYP.EQ.EQ.EQ.EQ.EQ.EQ.8'-0"10'-6"\A1;10'-6"1 E032881 1 E032909 2 1 2 2 2 2 2 1 2 2 3 2 4 4 4 4 7 E039264 9 E035645 A313 7 E035647 9 E039264 12 G510 15 15 15 17 18 18 19 8 22 5 22 5 22 5225 23 10 25 9259 26 26 26 27 2828 3030 30 A321 A323 A322 A312 A324 A322 B332 B332 B332 B332 35 36 1 36 2 37 38 39 42 43 44 46 454711 A323 48 12 48 13 49 13 50 51 1 A400 1 A401 46 PURPLE WALL WASH LIGHT FIXTURE - PROVIDED BY SIGNAGE VENDOR FABRICATED ALUMINUM "Z" CLIP PAINTED TO MATCH SHERWIN WILLIAMS TB2603C PURPLE - PROVIDED BY SIGNAGE VENDOR WALL BUSTER FOR LED WIRE PASS THRU POWER SUPPLY - PROVIDED BY SIGNAGE VENDOR PROVIDED BY G.C.: ELEC. SERVICE WITH WHIP TO POWER SUPPLY FIXTURE LOCATIONS. (COORDINATE FULL REQUIREMENTS WITH SIGN VENDOR CUT SHEETS AND ELECTRICAL DRAWINGS.BAND COLORNOTE: THE INTENT IS THAT COLOR CHANGERS OCCUR AT INSIDE CORNERS, U.N.O. 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number EXTERIOR ELEVATIONS A300 NORTH EXTERIOR ELEVATION1/4"=1'-0"1 ACCENT BAND COLOR TRANSITIONN.T.S.2 LED WALL WASH DETAIL1 1/2"=1'-0"3 EXTERIOR ARTWORK SCHEDULE4 QTY.ART FAMILY "B"X G510 G511 G512 G607 1 CAMO PATTERN - PURPLE - EXPRESSION PANEL 1 CAMO PATTERN - PURPLE - EXPRESSION PANEL 1 CAMO PATTERN - PURPLE - EXPRESSION PANEL 0 CAMO PATTERN - PURPLE - EXTERIOR MURAL NOTE: TYPICAL SIZE 2'-6" X 5'-0" SIGN/CANOPY SCHEDULE5 QTY.ITEM DESCRIPTION ELEC NOTE: FINAL SIGNAGE SPECIFICATIONS AND DETAILS TO BE PROVIDED BY SIGN VENDOR. SIGN VENDOR TO APPLY FOR AND OBTAIN SIGN PERMITS UNDER SEPARATE SUBMITTAL. PAINTING NOTES / E.I.F.S. LEGEND6 EXISTING AWNING/CANOPY: PREP PER MANUFACTURER'S SPECIFICATIONS 1-2 COATS. SW BOND-PLEX WB ACRYLIC OR 1 COAT DTM BONDING PRIMER AND 1-2 COATS SW BOND-PLEX WB ACRYLIC EXISTING E.I.F.S./STUCCO: APPLICATOR MUST DO THEIR DUE DILIGENCE WITH PREPARATION. PRIMER: 1 COAT SW A24W1100, LOXON CONDITIONER FINISH: 2 COATS SW A82-100 SERIES, A-100 EXTERIOR LATEX SATIN EXTERIOR FINISH SCHEDULE7 GEN. NOTES8 EXTERIOR ELEVATION KEY NOTES9 MISCELLANEOUS: 1.SEE SCOPE OF WORK FOR RESPONSIBILITIES. 2.PROVIDE BLOCKING FOR SIGNAGE, TRELLIS AND CANOPY. 3.DURO-LAST TERMINATION BAR SHALL BE BLACK. 4.OWNER REPRESENTATIVE WILL IDENTIFY WHICH PAINT SPECIFICATION WILL BE PRIMARY. SEALERS (REFER TO SPECIFICATIONS): 1.SEALANT AT ALL WALL AND ROOF PENETRATIONS. 2.SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD, SILL AND JAMBS. 3.DO NOT APPLY SEALANT AT WINDOW SILL WEEPS. DENOTES EXTERIOR FINISH DENOTES KEY NOTE DENOTES EXTERIOR ARTWORK DENOTES SIGNAGE/CANOPY ITEMS - VENDOR SUPPLIED AND INSTALLED DENOTES E.I.F.S. THICKNESS - SEE 6/A300 1 2 3 4 5 6 7 8 9 10 NOTES: 1.EXISTING TO REMAIN. PAINT ONLY IF DIRECTED BY BORDER FOODS DURING PRE-CONSTRUCTION WALK THROUGH. 2.SAND, PREP, AND PRIME PRIOR TO APPLYING NEW FINISH. (NOTE: DO NOT PAINT GAS METER - PIPE FROM METER TO BUILDING ONLY.) AREA MANUFACTURER COLOR ALTERNATE MANUFACTURER NOTES MAIN WALL COLOR SHERWIN WILLIAMS PAINT WORLDLY GRAY (SW7043) - SEMI-GLOSS ------ ACCENT WALL COLOR SHERWIN WILLIAMS PAINT CYBERSPACE (SW7076) - SEMI-GLOSS ------ ACCENT WALL COLOR SHERWIN WILLIAMS PAINT AGED WHITE (SW9180) - SEMI-GLOSS ------ ACCENT WALL COLOR SHERWIN WILLIAMS PAINT SW PURPLE (TB2603C) - SEMI-GLOSS ------ PARAPET CAP -BLACK ------ PIPE BOLLARD SHERWIN WILLIAMS BOT YELLOW ------ CANOPY/AWNING EXISTING DRYLAC POWDER COATINGS BRAINSTORM BRONZE (SW7033)---1 REAR SERVICE DOOR SHERWIN WILLIAMS PAINT WORLDLY GRAY (SW7043)---2 ROOF DRAIN EXISTING PAINT CYBERSPACE (SW7076)---2 ELECTRICAL EQUIPMENT/ GAS PIPING EXISTING PAINT WORLDLY GRAY (SW7043)---2 1 NEW SIGN AS SCHEDULED, BY SIGN VENDOR. COORDINATE ELECTRICAL REQUIREMENTS WITH SIGN VENDOR. EXISTING E.I.F.S. / STUCCO TO REMAIN, U.N.O. PATCH AND REPAIR AS REQUIRED. PAINT AS SCHEDULED. EXISTING E.I.F.S. / STUCCO WINDOW SILL ACCENT BAND TO REMAIN, U.N.O. PATCH AND REPAIR AS REQUIRED. PAINT AS SCHEDULED. NEW E.I.F.S. BUILT UP CORNICE. PAINT SHOULD BE APPLIED TO BOTTOM AND FACE OF BAND. SEE DETAIL 2/A300 SIM. SEE SECTIONS FOR THICKNESS. NOT USED. NOT USED. NEW ENTRY AWNING PROVIDED AND INSTALLED BY SIGN VENDOR. NEW DRIVE-THRU AWNING PROVIDED AND INSTALLED BY SIGN VENDOR. NEW EYEBROW AWNING PROVIDED AND INSTALLED BY SIGN VENDOR. NOT USED. NOT USED. INSTALL NEW EXPRESSION PANEL PER INSTRUCTIONS (SUPPLIED BY BORDER FOODS). SIZE AS INDICATED. NOT USED. NOT USED. NEW UP/DOWN SCONCE LIGHT FIXTURE AS SCHEDULED. SEE SHEET A204. NOT USED. EXISTING ALUMINUM FRAMED ENTRY DOOR TO REMAIN. SEE SHEETS A000 AND A200. EXISTING ALUMINUM GLAZING SYSTEM TO REMAIN. EXISTING REAR SERVICE DOOR TO REMAIN. PREP FOR PAINT AS SCHEDULED. NEW DRIVE-THRU WINDOW AS SCHEDULED. SEE SHEETS A000 AND A200. NOT USED. NEW PREFINISHED PARAPET CAP FLASHING AS SCHEDULED. EXISTING GAS METER TO REMAIN. PREP PIPES AS REQUIRED FOR NEW PAINT SCHEDULED. DO NOT PAINT METER. EXISTING ELECTRICAL EQUIPMENT TO REMAIN. PREP FOR NEW PAINT SCHEDULED. LOCATION OF EXISTING ROOF DRAINS AND OVERFLOW DRAINS. REMOVE IF NO LONGER IN USE DUE TO NEW PARAPET / ROOF WORK, OTHERWISE, PROTECT FROM DAMAGE AND REPAIR TO PROPER WORKING ORDER IF STILL IN USE (FIELD VERIFY). PAINT AS SCHEDULED. EXISTING EXTERIOR CAMERA LOCATION. COORDINATE WORK REQUIRED WITH BORDER FOODS. EXISTING HOSE BIBB LOCATION TO REMAIN. EXISTING BOLLARD TO REMAIN. NOT USED. PURPLE LED WALL WASH LIGHT FIXTURE. PROVIDED AND INSTALLED BY SIGNAGE VENDOR. SEE DETAIL 3/A300 FOR ADDITIONAL INFORMATION. PROVIDE ELECTRICAL AS REQUIRED. COORDINATE WITH SIGNAGE VENDOR. PAINT SIDE FACES AND SOFFIT ABOVE AS INDICATED. NEW DRAINABLE E.I.F.S. (TYP.) OVER SHEATHING. SEE 6/A300 FOR THICKNESS. NEW HORIZONTAL TRIM BAND. PAINT FINISH SHOULD BE APPLIED TO TOP, BOTTOM, AND FACE OF BAND. SEE DETAIL 2/A300. SEE 6/A300 FOR THICKNESS. NEW ALUMINUM GLAZING SYSTEM AS SCHEDULED. SEE SHEETS A000 AND A200. EXISTING CAP FLASHING ON EXISTING WALK-IN ADDITION TO REMAIN. EXISTING PREFAB WALK-IN METAL EMBOSSED WALL PANEL TO REMAIN. PREP AS REQUIRED FOR NEW PAINT SCHEDULED. ALIGN PAINT TRANSITION WITH TOP OF NEW ACCENT BAND. EXISTING ROOF ACCESS LADDER TO REMAIN. EXTEND / PROVIDE NEW TIE BACKS / SUPPORTS AS REQUIRED DUE TO REMOVAL OF EXISTING SOFFIT. PROVIDE CONTROL JOINT IN NEW E.I.F.S. FINISH TO ALIGN WITH EXISTING E.I.F.S. CONTROL JOINT. PROVIDE CONTROL JOINT IN NEW E.I.F.S. FINISH WHERE INDICATED. PROVIDE CONTROL JOINT IN NEW E.I.F.S. TO ALIGN WITH LADDER OPENING IN PARAPET. EXISTING IRRIGATION RISER TO REMAIN. PROTECT FROM DAMAGE. EXISTING EXTERIOR HOOK UP BOX FOR GREASE COLLECTION SYSTEM TO REMAIN. EXISTING CO2 TANK TO REMAIN. NEW EXTERIOR WALL PACK LIGHT FIXTURE. SEE SHEET A204. NEW EXTERIOR EMERGENCY/EGRESS LIGHT FIXTURE. SEE SHEET A204. NEW CEMENT BOARD SIDING. NEW HORIZONTAL HARDIE TRIM BOARD AT ELEVATION SHOWN. NEW VERTICAL HARDIE TRIM BOARD. EXISTING METAL CLOSURE STRIP AROUND EXISTING ADDITION TO REMAIN. PROTECT FROM DAMAGE. PAINT TO MATCH ADJACENT WALL FINISH. EXISTING METAL BASE FLASHING TO REMAIN. REINSTALL EXISTING ADDRESS SIGN. COORDINATE LOCATION WITH AUTHORITY HAVING JURISDICTION PRIOR TO ORDER / INSTALL. PAINT BLACK. A BASE THICKNESS - 1 1/2" THICK E.I.F.S. WITH HIGH IMPACT MESH TO HEIGHT OF 6'-0" A.F.F. HORIZONTAL TRIM BAND - 3" THICK E.I.F.S.B E032881 3 X3'-6" X 3'-10" LARGE SWINGING BELL PURPLE LOGO FACE LIT E032909 2 X14" CHANNEL LETTERS BLACK DAY / WHITE NIGHT MEDIUM LINEAR E035643 1 X9'-0" X 4'-0" DRIVE-THRU AWNING - GRAPHITE BLACK E035645 1 12'-3" X 1'-4" WINDOW AWNING - GRAPHITE BLACK E036682 1 16'-7" X 1'-4" WINDOW AWNING - GRAPHITE BLACK E035647 1 7'-9" X 1'-4" WINDOW AWNING - GRAPHITE BLACK E039264 3 9'-1" X 1'-4" WINDOW AWNING - GRAPHITE BLACK 2 21 37 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 22 23 24 25 26 27 28 29 30 31 32 33 34 35 38 39 40 41 42 11 CEMENT SIDING JAMES HARDIE HARDIE PLANK LAPSIDING SELECT CEDARMILL - COLOR WORLDLY GRAY (SW7043) - 4" EXPOSED LAP --- 12 HARDIE TRIM JAMES HARDIE HARDIE TRIM 5/4 SMOOTH 1" X 5 1/2" - PAINT CYBERSPACE (SW7076) SEMI-GLOSS --- --- --- 13 HARDIE TRIM JAMES HARDIE HARDIE TRIM 5/4 SMOOTH 1" X 5 1/2" - PAINT AGED WHITE (SW9180) SEMI-GLOSS ------ 43 44 45 46 47 48 49 50 51 52 E032880 2 X3'-0" X 3'-3" MEDIUM SWINGING BELL PURPLE LOGO FACE LIT - SEE 4/A101 FOR LOCATION E032908 2 X12" BLACK DAY / WHITE NIGHT CHANNEL LETTERS SMALL LINEAR - SEE 4/A101 FOR LOCATION 20 36 SIGN AREA CALCULATIONS : TOTAL WALL AREA :1,166 SQ. FT. TOTAL SIGN AREA : 23.43 SQ. FT.2.0 % OF WALL 975 SEE SHEET A300 FOR NOTES AND FINISHES SEE SHEET A300 FOR NOTES AND FINISHES SEE SHEET A300 FOR NOTES AND FINISHES EQ.EQ.EQ.3'-6"8 1/8"1'-2"EQ.2'-9"6'-8"8'-0"EQ.EQ.EQ.EQ.8'-0"EQ.EQ.EQ.EQ.3'-2 3/4"9'-0"\A1;9'-0"EQ.EQ. 2'-6" TYP.5'-0"TYP.EQ.EQ.\A1;EQ.11'-6"EQ.EQ.EQ.EQ. 0'-0" T.O. (E) SLAB 0'-0" T.O. SLAB 0'-0" T.O. SLAB 0'-0" T.O. (E) SLAB 0'-0" T.O. SLAB 0'-0" T.O. (E) SLAB 1'-10"± (V.I.F.) B.O. (E) WINDOW 2'-6" T.O. TRIM BAND 4'-6" T.O. TRIM BAND AT TOWERS 8'-5 1/2"± (V.I.F.) T.O. (E) WINDOW 15'-7 1/2"± (V.I.F.) T.O. TRIM BAND 17'-4 1/2"± (V.I.F.) T.O. PARAPET 20'-1 1/2"± (V.I.F.) T.O. (E) SLAB 8-'11"± (V.I.F.) T.O. (E) ADDITION 8'-5 1/2"± (V.I.F.) B.O. TRIM BAND 1'-10"± (V.I.F.) B.O. (E) WINDOW 2'-6" T.O. TRIM BAND 4'-6" T.O. TRIM BAND AT TOWERS 8'-5 1/2"± (V.I.F.) T.O. WINDOW 15'-7 1/2"± (V.I.F.) T.O. TRIM BAND 17'-4 1/2"± (V.I.F.) T.O. PARAPET 20'-1 1/2"± (V.I.F.) T.O. (E) SLAB 9'-0" B.O. D.T. CANOPY 4'-6" T.O. TRIM BAND AT TOWERS 17'-4 1/2"± (V.I.F.) T.O. PARAPET 20'-1 1/2"± (V.I.F.) T.O. (E) SLAB 15'-7 1/2"± (V.I.F.) T.O. TRIM BAND 8'-5 1/2"± (V.I.F.) B.O. TRIM BAND 9'-0" B.O. D.T. CANOPY 8-'11"± (V.I.F.) T.O. (E) ADDITION EQ.EQ.EQ. SLIDE 1 E032881 1 E032909 1 E032881 2 1 2 2 2 2 2 121 2 222 2 121 2 2 2 1 3 2 3 2 3 2 4 444 4 4 4 4 4 4 4 4 7 E035647 8 E035643 9 E036682 9 E0392649E039264 9 E035645 7 E039264 7 E039264 9 E036682 8 E035643 8 E035643 7 E035647 9 E039264 12 G511 12 G512 15 15 1515 17 18 18 20 22 5 22 5 22 5 22 5 22 5 22 5 22 5225 22 5225225 24 10 25 9259 25 9 25 9 22 5 22 5 26 26 26 2828 28 30 303030 30 30 30 A313 A313 A321 A321A321 A323 A324 A323 A323 A322 A322 A323 A322 A323 A322A322 A322 A324 A312 A312 A323 A323 A322 B332 B332 B332 B332 B332B332 B332B332 3434 35 35 36 1 36 2 36 1 36 2 37 37 38 38 39 40 41 47 11 47 11 47 11 48 124812 48 13 48 13 48 12 48 13 49 13 49 13 49 13 50 51 51 2 A400 2 A401 2 A402 1 A402 10 A500 52 50 B332 46 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number EXTERIOR ELEVATIONS A301 SOUTH EXTERIOR ELEVATION1/4"=1'-0"1 EAST EXTERIOR ELEVATION1/4"=1'-0"2 WEST EXTERIOR ELEVATION1/4"=1'-0"3 SIGN AREA CALCULATIONS : TOTAL WALL AREA :1,124 SQ. FT. TOTAL SIGN AREA : 13.53 SQ. FT.1.2 % OF WALL SIGN AREA CALCULATIONS : TOTAL WALL AREA :750 SQ. FT. TOTAL SIGN AREA : 23.43 SQ. FT.3.1 % OF WALL NOTE: ALL ROOFING AND DETAILS SHOWN ARE GENERAL IN NATURE. INSTALL ALL ROOFING COMPONENTS PER MANUFACTURER SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. NEW 2X6 CONT. PLATE WITH (2) "SDWH" SCREWS AT EA. EXIST. MANSARD TRUSS CENTERLINE. NEW 2X8 CONT. PLATE WITH (2) "SDWH" SCREWS AT EA. EXIST. MANSARD TRUSS CENTERLINE. SLOPE PER ROOF PLAN EXISTING FRAMING / MATERIALS SHOWN SHADED ARE EXISTING TO REMAIN. PROTECT FROM DAMAGE. PATCH AND REPAIR ANY DAMAGED MATERIALS SCHEDULED TO REMAIN. SEE SHEETS D300, D400, D401, D402, A300 AND A301 FOR FULL EXTENTS OF WORK REQUIRED. REPLACE ANY DAMAGED SUBSTRATE WITH NEW AS REQUIRED. NOTE: G.C. SHALL FIELD VERIFY CONDITION OF EXISTING CONSTRUCTION PRIOR TO BID. NOTIFY ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY AND PRIOR TO BID SUBMITTAL. SEE 1/A400 FOR TYPICAL NOTES AND INFORMATION NEW FLOORING AS SCHEDULED. SEE SHEET A203 FOR ADDITIONAL INFORMATION. LUS26 ANCHOR 2X6 AT 16" O/C 9 A501 NEW CEILING AS SCHEDULED 2X6 CONT. LEDGER TIGHT TO FACE OF EXIST. SHTG. / FRAMING WITH (2) 16D NAILS AT 12" O.C. PREFINISHED METAL DRIP FLASHING AND SEALANT. (COLOR TO MATCH ALUM. FRAMES) EXISTING SHEATHING EXIST. STUDS H2.5A TIE EA. 2X6 CONT. 2X RIM JOIST EXISTING CONCRETE SLAB TO REMAIN EXISTING FOUNDATION WALL TO REMAIN TYPICAL E.I.F.S. WALL FINISH SYSTEM: 1 1/2" DRAINABLE E.I.F.S. OVER AIR BARRIER (REVEAL SHIELD SA) OVER 1/2" EXT. GRADE PLYWOOD SHEATHING OVER NEW / EXISTING STUD FRAMING NEW 2X6 FRAMING @ 16" O.C. H2.5A TIE EA. 2X6 CONT. (2) 2X6 TOP PLATE 2X6 BRACE @ 16" O.C. CONNECT AT EXIST. TRUSS TOP CHORD / WEB INTERSECTION NEW 2X6 FRAMING @ 16" O.C. A35 ANCHOR EA. 2X6 H3 TIE EA. 2X6 A35 ANCHOR EA. 2X6 EXIST. SHEATHING TYPICAL FASTENER TYPES / LENGTHS U.N.O.: ∂16D - 0.162" X 3 1/2" LG. COMMON NAILS. ∂8D - 0.131" X 2 1/2" LG COMMON NAILS. ∂"SDWH" SCREWS - 0.195" X 4" LG. "SDWH" TIMBER-HEX SCREWS BY SIMPSON OR AN APPROVED EQUAL. (STAGGER 5/8" ALONG CENTERLINE OF MEMBER BEING FASTENED TO WHEN PLACED IN PAIRS.) ROOF / WALL SHEATHING FASTENING:: ∂8D COMMON NAILS AT 6" O.C. ALONG PANEL EDGES. ∂8D COMMON NAILS AT 12" O.C. AT INTERMEDIATE FRAMING. EXIST. 5 1/8" X 15" GLULAM BEAM TO REMAIN (VERIFY) NOTE: ALL VERT. STUDS TO ALIGN TO ALLOW FASTENERS AT ALL LAP CONDITIONS WITH HORIZ. AND ANGLED STUDS AS SHOWN. H2.5A TIE EA. 2X6 NOTE: SEE SECTION 1/A400 FOR FASTENER NAIL TYPES / LENGTHS AND ROOF / WALL SHEATHING FASTENING. 0'-0" T.O. (E) SLAB 4'-6" T.O. BAND @ TOWER 8'-4 1/2"± (V.I.F.) T.O. (E) WDW. 9'-1 1/2" B.O. SOFFIT 13'-5 1/2"± (V.I.F.) T.O. RECESS 20'-1 1/2"± (V.I.F. T.O. TOWER 8'-6" A.F.F. B.O. CEILING 8'-10 1/2"± A.F.F. (V.I.F.) B.O. (E) SOFFIT 9'-5" A.F.F. B.O. CEILING 6'-8"0'-0" T.O. (E) SLAB 4'-6" T.O. BAND @ TOWER 13'-5 1/2"± (V.I.F.) T.O. RECESS 20'-1 1/2"± (V.I.F. T.O. TOWER 9'-7"± (V.I.F.) B.O. (E) WDW / B.O. SOFFIT 8'-9 1/4" A.F.F. B.O. CEILING 8'-10 1/2"± A.F.F. (V.I.F.) B.O. (E) SOFFIT 9'-5" A.F.F. B.O. CEILING 5'-7"±5'-5" (VERIFY)CUBBY FIXTURE2"NEW CEILING AS SCHEDULED EXISTING GYP. BD. SOFFIT AND FRAMING TO REMAIN EXISTING GLAZING TOP FRAME TO REMAIN NEW GLAZING AND GLAZING FRAME AS SCHEDULED - SEE SHEET A000 AND A200 FOR ADDITIONAL INFORMATION NEW FREESTANDING CUBBY FIXTURE - BORDER FOODS INSTALLER TO SECURE TO FLOOR AS REQUIRED EXISTING CONCRETE WALK TO REMAIN NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED (BEYOND) OVER EXISTING 1/2" EXT. GRADE PLYWOOD 2 EXISTING ALUMINUM GLAZING AND FRAMES TO REMAIN NEW E.I.F.S. ACCENT BAND - SEE DETAIL 13/A501 (SIM.) NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED (BEYOND) OVER EXISTING 1/2" EXT. GRADE PLYWOOD 3 NEW 2" HORIZONTAL SOFFIT VENTING - FULL WIDTH. PAINT TO MATCH ADJACENT E.I.F.S. NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED OVER EXISTING 1/2" EXT. GRADE PLYWOOD 4 NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED OVER NEW 1/2" EXT. GRADE PLYWOOD PROVIDE E.I.F.S. DRIP REVEAL, SEE 9/A501 (SIM.) NEW ENTRY CANOPY AS SCHEDULED. NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED OVER EXISTING 1/2" EXT. GRADE PLYWOOD 4 (2) 1 3/4" X 9 1/2" LVL. ATTACH EACH END TO EXIST. MIN. (3) 2X STUDS ASSUMED AT WALL CORNER WITH "HUC410 MAX" HANGER. (G.C. TO FIELD VERIFY EXIST. WALL STUD CONDITION.) 3 WALL WASH LIGHT FIXTURE - SEE A300 AND A301 FOR ADD. INFO. NEW SIGNAGE AS SCHEDULED. SEE A300 SHEETS FOR ADDITIONAL INFORMATION. 3 NEW CONT. 2X6 BOTTOM PLATE W/ (2) 16D NAILS @ EACH 2X FRAMING MEMBER BELOW - H3 TIE EA. 2X6 NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED OVER NEW 1/2" EXT. GRADE PLYWOOD NEW 1/2" DENSDECK OVER NEW SHEATHING (MATCH EXISTING) LAP 6" W/ EXISTING STUDS (2) - 16D NAILS AT EA. EXIST. STUD (2) - 2X CONT. TOP PLATE (MATCH EXIST. STUD SIZE) LAP NEW ROOF MEMBRANE OVER EXISTING ROOF MEMBRANE EXISTING ROOF MEMBRANE TO REMAIN - PROTECT FROM DAMAGE EXIST. 2X VERTICAL FRAMING ASSUMED AT EXIST. TOWER. NEW SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK OVER 3/4" EXTERIOR GRADE PLYWOOD 4 A5013 A501 CONTINUOUS 2X RIM JOIST (2) - 2X6 CONTINUOUS TOP PLATE NEW LOUVER DIRECTLY UNDER NEW 2X TOP PLATES (WHERE OCCURS, SEE ROOF PLAN). SEAL PER ROOFING MATERIAL SPECIFICATIONS. (4) - 16D NAILS TYP. AT ALL 2X6 LAP CONDITIONS AS SHOWN 8"MIN.SLOPE PER ROOF PLAN NEW SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK OVER 3/4" EXTERIOR GRADE PLYWOOD7 A501 6'-8"NEW CEILING AS SCHEDULED EXISTING GYP. BD. SOFFIT AND FRAMING TO REMAIN NEW FLOORING AS SCHEDULED. SEE SHEET A203 FOR ADDITIONAL INFORMATION. EXISTING CONCRETE SLAB TO REMAIN EXISTING FOUNDATION WALL TO REMAIN NEW FLOORING AS SCHEDULED. SEE SHEET A203 FOR ADDITIONAL INFORMATION. NEW CEILING AS SCHEDULED EXISTING 6X8 DOOR / WINDOW HEADER, SUBSTRATE AND INSULATION INFILL TO REMAIN. EXISTING METAL ANGLE TO REMAIN EXISTING ALUMINUM GLAZING AND FRAMES TO REMAIN EXISTING ALUMINUM GLAZING AND FRAMES TO REMAIN NEW 2X6 CONT. PLATE WITH (2) "SDWH" SCREWS AT EA. EXIST. MANSARD TRUSS CENTERLINE. NEW 2X8 CONT. PLATE WITH (2) "SDWH" SCREWS AT EA. EXIST. MANSARD TRUSS CENTERLINE. EXISTING SHEATHING NEW 1/2" DENSDECK OVER NEW SHEATHING (MATCH EXISTING) LAP 6" W/ EXISTING STUDS (2) - 16D NAILS AT EA. EXIST. STUD (2) - 2X CONT. TOP PLATE (MATCH EXIST. STUD SIZE) LAP NEW ROOF MEMBRANE OVER EXISTING ROOF MEMBRANE EXISTING ROOF MEMBRANE TO REMAIN - PROTECT FROM DAMAGE SLOPE PER ROOF PLAN NEW SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK OVER 3/4" EXTERIOR GRADE PLYWOOD CONTINUOUS 2X RIM JOIST (2) - 2X6 CONTINUOUS TOP PLATE NEW LOUVER DIRECTLY UNDER NEW 2X TOP PLATES (WHERE OCCURS, SEE ROOF PLAN). SEAL PER ROOFING MATERIAL SPECIFICATIONS. (4) - 16D NAILS TYP. AT ALL 2X6 LAP CONDITIONS AS SHOWN NEW SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK OVER 3/4" EXTERIOR GRADE PLYWOOD 4 A501 3 A501 8"MIN.8 A501 8 A501 EXIST. STUDS H2.5A TIE EA. 2X6 CONT. 2X RIM JOIST 7 A501 H2.5A TIE EA. 2X6 CONT. (2) 2X6 TOP PLATE 2X6 BRACE @ 16" O.C. CONNECT AT EXIST. TRUSS TOP CHORD / WEB INTERSECTION A35 ANCHOR EA. 2X6 H3 TIE EA. 2X6 NEW 2X6 FRAMING @ 16" O.C. A35 ANCHOR EA. 2X6 EXIST. SHEATHING EXIST. 2X VERTICAL FRAMING ASSUMED AT EXIST. TOWER. LUS26 ANCHOR 2X6 AT 16" O/C 9 A501 NEW 2X6 FRAMING @ 16" O.C. NOTE: ALL VERT. STUDS TO ALIGN TO ALLOW FASTENERS AT ALL LAP CONDITIONS WITH HORIZ. AND ANGLED STUDS AS SHOWN. H2.5A TIE EA. 2X6 NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED OVER EXISTING 1/2" EXT. GRADE PLYWOOD 4 (2) 1 3/4" X 9 1/2" LVL. ATTACH EACH END TO EXIST. MIN. (3) 2X STUDS ASSUMED AT WALL CORNER WITH "HUC410 MAX" HANGER. (G.C. TO FIELD VERIFY EXIST. WALL STUD CONDITION.) 3 WALL WASH LIGHT FIXTURE - SEE A300 AND A301 FOR ADD. INFO. NEW SIGNAGE AS SCHEDULED. SEE A300 SHEETS FOR ADDITIONAL INFORMATION. 3 NEW CONT. 2X6 BOTTOM PLATE W/ (2) 16D NAILS @ EACH 2X FRAMING MEMBER BELOW - H3 TIE EA. 2X6 NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED OVER NEW 1/2" EXT. GRADE PLYWOOD NEW ENTRY CANOPY AS SCHEDULED. EXISTING CONCRETE WALK TO REMAIN NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED (BEYOND) OVER EXISTING 1/2" EXT. GRADE PLYWOOD 2 NEW E.I.F.S. ACCENT BAND - SEE DETAIL 13/A501 (SIM.) NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED (BEYOND) OVER EXISTING 1/2" EXT. GRADE PLYWOOD 3 NEW 2" HORIZONTAL SOFFIT VENTING - FULL WIDTH. PAINT TO MATCH ADJACENT E.I.F.S. 4 NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED OVER NEW 1/2" EXT. GRADE PLYWOOD PROVIDE E.I.F.S. DRIP REVEAL, SEE 9/A501 (SIM.) NOTE: ALL ROOFING AND DETAILS SHOWN ARE GENERAL IN NATURE. INSTALL ALL ROOFING COMPONENTS PER MANUFACTURER SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. SLOPE PER ROOF PLAN PREFINISHED METAL DRIP FLASHING AND SEALANT. (COLOR TO MATCH ALUM. FRAMES) NEW 2X6 @ 16" O.C. 2X6 CONT. LEDGER TIGHT TO FACE OF EXIST. SHTG. / FRAMING WITH (2) 16D NAILS AT 12" O.C. 2X6 CONTINUOUS LEDGER TIGHT TO FACE OF STUDS WITH (2) 16D NAILS EA. STUD 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number EXTERIOR WALL SECTIONS A400 EXTERIOR WALL SECTION1"=1'-0"1 EXTERIOR WALL SECTION1"=1'-0"2 DATE:REG. NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: SIGNATURE: RICHARD W. JOHNSON 23406 FOR FRAMING AT ROOF REMODELING ONLY XX.XX.XXXX SEE 1/A400 FOR TYPICAL NOTES AND INFORMATION SEE 1/A400 FOR TYPICAL NOTES AND INFORMATION NEW FLOORING AS SCHEDULED. SEE SHEET A203 FOR ADDITIONAL INFORMATION. EXISTING CONCRETE SLAB TO REMAIN EXISTING FOUNDATION WALL TO REMAIN WALL WASH LIGHT FIXTURE - SEE A300 AND A301 FOR ADDITIONAL INFORMATION 2X6 RIM JOIST CONT. (2) 2X6 TOP PLATE H2.5A TIE EA. 2X6 2X6 BRACE @ 16" O.C. CONNECT AT EXIST. TRUSS TOP CHORD / WEB INTERSECTION H3 TIE EA. 2X6 A35 ANCHOR EA. 2X6 4 (4) 16D NAILS 0'-0" T.O. (E) SLAB 8'-5 1/2'± (V.I.F.) T.O. (E) WDW. / B.O. TRIM BOARD 17'-4 1/2"± (V.I.F.) T.O. PARAPET 8'-5" A.F.F. B.O. CEILING (MATCH EXISTING PARAPET HEIGHT) 1'-10"± (V.I.F.) B.O. (E) WDW. 0'-0" T.O. (E) SLAB 8'-5 1/2'± (V.I.F.) T.O. WDW. / B.O. TRIM BOARD 17'-4 1/2"± (V.I.F.) T.O. PARAPET 8'-5" A.F.F. B.O. CEILING (MATCH EXISTING PARAPET HEIGHT) 1'-10"± (V.I.F.) B.O. (E) WDW. (MATCH EXISTING SIDE ELEV. WINDOWS) NOTE: ALL ROOFING AND DETAILS SHOWN ARE GENERAL IN NATURE. INSTALL ALL ROOFING COMPONENTS PER MANUFACTURER SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. NOTE: ALL ROOFING AND DETAILS SHOWN ARE GENERAL IN NATURE. INSTALL ALL ROOFING COMPONENTS PER MANUFACTURER SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. NOTE: SEE SECTION 1/A400 FOR FASTENER NAIL TYPES / LENGTHS AND ROOF / WALL SHEATHING FASTENING. NOTE: SEE SECTION 1/A400 FOR FASTENER NAIL TYPES / LENGTHS AND ROOF / WALL SHEATHING FASTENING. EXISTING E.I.F.S. TO REMAIN - PAINT AS SCHEDULED EXISTING E.I.F.S. SILL TO REMAIN - PAINT AS SCHEDULED EXISTING GRADE TO REMAIN 2 2 NEW SOLID SURFACE WINDOW SILL - SEE SHEET A203 FOR ADDITIONAL INFORMATION NEW CEILING AS SCHEDULED EXISTING WINDOW HEADER, SUBSTRATE AND INSULATION INFILL TO REMAIN. EXISTING ALUMINUM GLAZING AND FRAMES TO REMAIN 12 NEW EYEBROW CANOPY AS SCHEDULED EXISTING SUBSTRATE, FRAMING AND INSULATION INFILL TO REMAIN. PROTECT FROM DAMAGE. REPLACE ANY DAMAGED EXISTING WITH NEW. NEW CEMENT BOARD SIDING AS SCHEDULED OVER NEW WATER RESISTIVE BARRIER (REVEAL SHIELD SA) OVER NEW 1" CONT. INSULATION (R-5) OVER NEW 1/2" EXT. GRADE PLYWOOD. 11 2X6 AT 16" O.C. 2X4 AT 16" O.C.1'-9"NEW 2X6 CONT. PLATE WITH (2) "SDWH" SCREWS AT EA. EXIST. MANSARD TRUSS CENTERLINE. NEW 2X8 CONT. PLATE WITH (2) "SDWH" SCREWS AT EA. EXIST. MANSARD TRUSS CENTERLINE. EXISTING SHEATHING NEW 1/2" DENSDECK OVER NEW SHEATHING (MATCH EXISTING) LAP 6" W/ EXISTING STUDS (2) - 16D NAILS AT EA. EXIST. STUD (2) - 2X CONT. TOP PLATE (MATCH EXIST. STUD SIZE) LAP NEW ROOF MEMBRANE OVER EXISTING ROOF MEMBRANE EXISTING ROOF MEMBRANE TO REMAIN - PROTECT FROM DAMAGE 7 A501 EXIST. STUDS H2.5A TIE EA. 2X6 CONT. 2X RIM JOIST 13 NEW SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK OVER 3/4" EXTERIOR GRADE PLYWOOD SLOPE PER ROOF PLAN 6 A501 11 A501 11 A500 16 A500 A35 ANCHOR EA. 2X6 NEW 2X6 CONT. PLATE WITH (2) "SDWH" SCREWS AT EA. EXIST. MANSARD TRUSS CENTERLINE. NEW 2X8 CONT. PLATE WITH (2) "SDWH" SCREWS AT EA. EXIST. MANSARD TRUSS CENTERLINE. EXISTING SHEATHING NEW 1/2" DENSDECK OVER NEW SHEATHING (MATCH EXISTING) LAP 6" W/ EXISTING STUDS (2) - 16D NAILS AT EA. EXIST. STUD (2) - 2X CONT. TOP PLATE (MATCH EXIST. STUD SIZE) LAP NEW ROOF MEMBRANE OVER EXISTING ROOF MEMBRANE EXISTING ROOF MEMBRANE TO REMAIN - PROTECT FROM DAMAGE WALL WASH LIGHT FIXTURE - SEE A300 AND A301 FOR ADDITIONAL INFORMATION 2X6 RIM JOIST CONT. (2) 2X6 TOP PLATE H2.5A TIE EA. 2X6 2X6 BRACE @ 16" O.C. CONNECT AT EXIST. TRUSS TOP CHORD / WEB INTERSECTION H3 TIE EA. 2X6 A35 ANCHOR EA. 2X6 4 (4) 16D NAILS EXISTING SUBSTRATE, FRAMING AND INSULATION INFILL TO REMAIN. PROTECT FROM DAMAGE. REPLACE ANY DAMAGED EXISTING WITH NEW. NEW CEMENT BOARD SIDING AS SCHEDULED OVER NEW WATER RESISTIVE BARRIER (REVEAL SHIELD SA) OVER NEW 1" CONT. INSULATION (R-5) OVER NEW 1/2" EXT. GRADE PLYWOOD. 11 2X6 AT 16" O.C. 2X4 AT 16" O.C. 7 A501 EXIST. STUDS H2.5A TIE EA. 2X6 CONT. 2X RIM JOIST 13 NEW SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK OVER 3/4" EXTERIOR GRADE PLYWOOD SLOPE PER ROOF PLAN 6 A501 11 A501 A35 ANCHOR EA. 2X6 1'-9"NEW FLOORING AS SCHEDULED. SEE SHEET A203 FOR ADDITIONAL INFORMATION. EXISTING CONCRETE SLAB TO REMAIN EXISTING FOUNDATION WALL TO REMAIN EXISTING E.I.F.S. TO REMAIN - PAINT AS SCHEDULED EXISTING E.I.F.S. SILL TO REMAIN - PAINT AS SCHEDULED EXISTING GRADE TO REMAIN 2 2 NEW SOLID SURFACE WINDOW SILL - SEE SHEET A203 FOR ADDITIONAL INFORMATION NEW CEILING AS SCHEDULED EXISTING WINDOW HEADER, SUBSTRATE AND INSULATION INFILL TO REMAIN. NEW ALUMINUM WINDOW SYSTEM AND GLAZING AS SCHEDULED 12 NEW EYEBROW CANOPY AS SCHEDULED 11 A500 16 A500 (SIM.)(SIM.) (SIM.) (SIM.) 2X6 @ 16" O.C.2X6 @ 16" O.C. 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number EXTERIOR WALL SECTIONS A401 EXTERIOR WALL SECTION1"=1'-0"1 EXTERIOR WALL SECTION1"=1'-0"2 STRUCTURAL NOTES (For framing at roof remodeling only) APPLICABLE CODE- 2020 Minnesota Building Code (MBC) DESIGN LOADS A.Roof: 1.Snow Load a.Pg (ground snow load)= 50 PSF b.Pf (snow load on flat roof)= 38.5 PSF c.Ce (exposure factor)= 1.0, Partially Exposed-Terrain Category B d.Ct (thermal factor)= 1.1 e.Is (importance factor)= 1.0 f.Snow surcharge per ASCE 7-16 2.Dead Load= 20 PSF B.Lateral: 1.Earth- Typical cohesionless soil pressure assumed 2.Wind- Per ASCE 7-16 C.Seismic: No effect D.Wind: 1.3-second gust speed at 33 feet = 115 MPH 2.Exposure C 3.Kd (directionality factor) = 0.85 4.Kzt (topographic factor) = 1.0 5.I (importance factor) = 1.0 LUMBER A.Design Code: "National Design Specification for Wood Construction", latest adopted edition. B.Materials: 1."LVL" members to have the following minimum allowable design values Fb=2,600 psi, Fv=285 psi, and E=2,000 ksi. Provide nailing/bolting connection for multiple piece beams per Manufacturer's specifications (Contractor to verify top or side loading conditions). 2.Dimension Lumber a.Columns- Spruce-pine-fir #2 or better b.Studs- Spruce-pine-fir, stud grade or better c.All lumber to have maximum moisture content of 19%. 3.Fasteners and Connection Hardware a.Provide fasteners per the “National Design Specification for Wood Construction”, latest edition. b.Assume nails to be common nails meeting the requirements in ASTM F1667 unless noted otherwise. c.All connection hardware by "Simpson Strong-Tie" or an approved equal. Connectors in contact with treated lumber to be fabricated with material to resist corrosive reaction with wood treating chemicals. d.All prefabricated metal connectors to be fully nailed per the Supplier's specifications. e.All nailing performed according to the MBC Table 2304.10.1 unless otherwise noted. MISCELLANEOUS A.Placement of mechanical units supported by roof or floor structure is subject to the approval of the Engineer. B.Contractor shall verify all existing conditions and dimensions. Report all conflicts in construction documents or between construction documents and actual conditions to the Engineer before proceeding with the affected work. C.Contractor is responsible for bracing all structural elements, without overstressing, until the project is complete. This includes, but is not limited to, bracing of existing adjacent structures and soils. Stockpiling of materials on supported levels is at the Contractor's own risk. D.Install all anchors noted (expansion, epoxy, powder actuated, etc.) per the Manufacturer's specifications. STRUCT. NOTES3 DATE:REG. NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: SIGNATURE: RICHARD W. JOHNSON 23406 FOR FRAMING AT ROOF REMODELING ONLY XX.XX.XXXX SEE 1/A400 FOR TYPICAL NOTES AND INFORMATION SEE 1/A400 FOR TYPICAL NOTES AND INFORMATION 0'-0" T.O. (E) SLAB 2'-10"± (V.I.F.) B.O. (E) D.T. WDW. 5'-10"± (V.I.F.) T.O. (E) D.T. WDW. 8'-4"± (V.I.F.) B.O. SOFFIT 8'-3 1/4"± A.F.F. (V.I.F.) B.O. (E) CEILING 9'-0" B.O. D.T. AWNING 17'-4 1/2"± (V.I.F.) T.O. PARAPET (MATCH EXISTING PARAPET HEIGHT) 17'-4 1/2"± (V.I.F.) T.O. PARAPET (MATCH EXISTING PARAPET HEIGHT) 0'-0" T.O. (E) SLAB 8'-3 1/4"± A.F.F. (V.I.F.) B.O. (E) CEILING 8'-5 1/2'± (V.I.F.) B.O. TRIM BAND (ALIGN W/ TOP OF EXISTING SIDE WINDOWS) 4'-6" T.O. BAND @ TOWER 2'-6" T.O. TRIM BAND NOTE: ALL ROOFING AND DETAILS SHOWN ARE GENERAL IN NATURE. INSTALL ALL ROOFING COMPONENTS PER MANUFACTURER SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. NOTE: ALL ROOFING AND DETAILS SHOWN ARE GENERAL IN NATURE. INSTALL ALL ROOFING COMPONENTS PER MANUFACTURER SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. NOTE: SEE SECTION 1/A400 FOR FASTENER NAIL TYPES / LENGTHS AND ROOF / WALL SHEATHING FASTENING. NOTE: SEE SECTION 1/A400 FOR FASTENER NAIL TYPES / LENGTHS AND ROOF / WALL SHEATHING FASTENING. NEW 2X6 CONT. PLATE WITH (2) "SDWH" SCREWS AT EA. EXIST. MANSARD TRUSS CENTERLINE. NEW 2X8 CONT. PLATE WITH (2) "SDWH" SCREWS AT EA. EXIST. MANSARD TRUSS CENTERLINE. EXISTING SHEATHING NEW 1/2" DENSDECK OVER NEW SHEATHING (MATCH EXISTING) LAP 6" W/ EXISTING STUDS (2) - 16D NAILS AT EA. EXIST. STUD (2) - 2X CONT. TOP PLATE (MATCH EXIST. STUD SIZE) LAP NEW ROOF MEMBRANE OVER EXISTING ROOF MEMBRANE EXISTING ROOF MEMBRANE TO REMAIN - PROTECT FROM DAMAGE WALL WASH LIGHT FIXTURE - SEE A300 AND A301 FOR ADDITIONAL INFORMATION 2X6 RIM JOIST CONT. (2) 2X6 TOP PLATE H2.5A TIE EA. 2X6 2X6 BRACE @ 16" O.C. CONNECT AT EXIST. TRUSS TOP CHORD / WEB INTERSECTION H3 TIE EA. 2X6 A35 ANCHOR EA. 2X6 4 (4) 16D NAILS NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED OVER NEW 1/2" EXT. GRADE PLYWOOD 1 2X6 AT 16" O.C. 2X4 AT 16" O.C.1'-9"\A1;1'-9"7 A501 EXIST. STUDS H2.5A TIE EA. 2X6 CONT. 2X RIM JOIST NEW SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK OVER 3/4" EXTERIOR GRADE PLYWOOD SLOPE PER ROOF PLAN 6 A501 A35 ANCHOR EA. 2X6 12 A501 13 A501 2 2 2 EXISTING E.I.F.S. TO REMAIN - PAINT AS SCHEDULED EXISTING E.I.F.S. TO REMAIN - PAINT AS SCHEDULED 1 5 1/2"5 1/2"NEW E.I.F.S. ACCENT BAND NEW E.I.F.S. ACCENT BAND NEW FLOORING AS SCHEDULED. SEE SHEET A203 FOR ADDITIONAL INFORMATION. EXISTING CONCRETE SLAB TO REMAIN EXISTING FOUNDATION WALL TO REMAIN EXISTING CEILING TO REMAIN NEW 2X6 CONT. PLATE WITH (2) "SDWH" SCREWS AT EA. EXIST. MANSARD TRUSS CENTERLINE. NEW 2X8 CONT. PLATE WITH (2) "SDWH" SCREWS AT EA. EXIST. MANSARD TRUSS CENTERLINE. EXISTING SHEATHING NEW 1/2" DENSDECK OVER NEW SHEATHING (MATCH EXISTING) LAP 6" W/ EXISTING STUDS (2) - 16D NAILS AT EA. EXIST. STUD (2) - 2X CONT. TOP PLATE (MATCH EXIST. STUD SIZE) LAP NEW ROOF MEMBRANE OVER EXISTING ROOF MEMBRANE EXISTING ROOF MEMBRANE TO REMAIN - PROTECT FROM DAMAGE EXISTING CONCRETE INFILL TO REMAIN NEW CONCRETE CURB / GUTTER AND DRIVE LANE - SEE A100 NEW FLOORING AS SCHEDULED. SEE SHEET A203 FOR ADDITIONAL INFORMATION. EXISTING CONCRETE SLAB TO REMAIN EXISTING FOUNDATION WALL TO REMAIN EXISTING CEILING TO REMAIN 2 NEW E.I.F.S. ACCENT BAND - SEE DETAIL 13/A501 (SIM) NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED (BEYOND) OVER EXISTING 1/2" EXT. GRADE PLYWOOD NEW STAINLESS STEEL CORNER GUARD NEW STAINLESS STEEL CORNER GUARD NEW DRIVE-THRU WINDOW AS SCHEDULED NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED (BEYOND) OVER EXISTING 1/2" EXT. GRADE PLYWOOD NEW CONCRETE CURB / GUTTER AND DRIVE LANE - SEE A100 NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED OVER EXISTING 1/2" EXT. GRADE PLYWOOD 4 12 A500 17 A500 NEW SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK OVER 3/4" EXTERIOR GRADE PLYWOOD SLOPE PER ROOF PLAN EXIST. STUDS H2.5A TIE EA. 2X6 CONT. 2X RIM JOIST H2.5A TIE EA. 2X6 CONT. (2) 2X6 TOP PLATE 2X6 BRACE @ 16" O.C. CONNECT AT EXIST. TRUSS TOP CHORD / WEB INTERSECTION NEW 2X6 FRAMING @ 16" O.C. A35 ANCHOR EA. 2X6 H3 TIE EA. 2X6 A35 ANCHOR EA. 2X6 EXIST. SHEATHING 3'-2 3/4"NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED OVER EXISTING 1/2" EXT. GRADE PLYWOOD 4 3 NEW 1 1/2" TH. E.I.F.S. AS SCHEDULED OVER EXISTING 1/2" EXT. GRADE PLYWOOD 3 NEW SIGNAGE AS SCHEDULED. SEE A300 SHEETS FOR ADDITIONAL INFORMATION. INSTALL BLOCKING AS REQUIRED FOR HANGER CONNECTION AT DRIVE-THRU CANOPY. SEE 20/A500 MODIFY EXISTING FRAMING AS REQUIRED TO "SQUARE OFF" SOFFIT AS SHOWN ON EXT. ELEV. NEW DRIVE-THRU CANOPY AS SCHEDULED. NEW CONT. 2X6 BOTTOM PLATE W/ (2) 16D NAILS @ EACH 2X FRAMING MEMBER BELOW - H3 TIE EA. 2X6 NEW 2X6 FRAMING @ 16" O.C. NOTE: ALL VERT. STUDS TO ALIGN TO ALLOW FASTENERS AT ALL LAP CONDITIONS WITH HORIZ. AND ANGLED STUDS AS SHOWN. 4 A501 (4) 16D NAILS TYP. AT ALL 2X6 LAP CONDITIONS, AS SHOWN 9 A501 EXISTING 6X6 WINDOW HEADER TO REMAIN EXISTING BEAM TO REMAIN 7 A501 (SIM.) (SIM.) 2X6 @ 16" O.C.2X6 @ 16" O.C. EXISTING 4X6 BEAM TO REMAIN INSTALL BLOCKING AS REQUIRED FOR DRIVE-THRU CANOPY - SEE SECTION 15/A501. 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number EXTERIOR WALL SECTIONS A402 EXTERIOR WALL SECTION1"=1'-0"1 EXTERIOR WALL SECTION1"=1'-0"2 DATE:REG. NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: SIGNATURE: RICHARD W. JOHNSON 23406 FOR FRAMING AT ROOF REMODELING ONLY XX.XX.XXXX WALL TILE WHERE OCCURS VERTICAL 90D CORNER TILE ALUMINUM TRIM SCHLUTER - RONDEC FINISH - SATIN ANODIZED ALUMINUM MATCH TILE DEPTH NOTE: INSTALL TRIM FROM TOP OF BASE TO CEILING OR TO TOP OF TILE. COORDINATE LOCATIONS AND PROVIDE OUTSIDE CORNER PIECES CONNECTING TO HORIZONTAL PIECES WALL TILE WHERE OCCURS EXTERIOR SUBSTRATE VERTICAL METAL TRIM SCHLUTER - RONDEC FINISH - SATIN ANODIZED ALUMINUM MATCH TILE DEPTH INTERIOR SUBSTRATE TILE WHERE OCCURS WALL SUBSTRATE WALL FINISH AS SCHEDULED SEALANT VERTICAL METAL TRIM SCHLUTER - RONDEC FINISH - SATIN ANODIZED ALUMINUM MATCH TILE DEPTH TILE WHERE OCCURS 2"2"2" 20 GAUGE STAINLESS STEEL CORNER GUARD - TOP OF BASE TO BOTTOM OF CEILING - ATTACH WITH CONSTRUCTION ADHESIVE 20 GAUGE STAINLESS STEEL END WALL GUARD - TOP OF BASE TO BOTTOM OF CEILING - ATTACH WITH CONSTRUCTION ADHESIVE NOTE: STAINLESS STEEL GUARDS SUPPLIED BY OWNER INSTALLED BY G.C. A B EXISTING CONCRETE PAD PROVIDE FLOOR LEVELING COMPOUND TO ALIGN FINISHED FLOOR SURFACES SCHLUTER "SCHIENE" ANODIZED ALUM. (FLOOR FINISHES TO FINISH LEVEL WITH) ACRYLIC RESIN FLOOR FINISH DINING AREA FLOOR TILE AS SCHEDULED. GROUT WALL TILE FINISH PER INTERIOR ELEVATIONS CEMENT BOARD BEHIND TILE FULL HEIGHT (PROVIDE NEW IF NOT EXISTING) COVE BASE TILE - SET FLUSH WITH FLOOR TILE5"5" HIGH CEMENT BOARD BEHIND BASE TILE SILICONE SEALANT WALL FINISH PER INTERIOR ELEVATIONS WALL SUBSTRATE PER SHEET A200 1'-0"COVE BASE TILE - SET FLUSH WITH FLOOR TILE FRP WALL FINISH PER KITCHEN INTERIOR ELEVATIONS. LAP OVER BASE CAP. PLYWOOD WALL SUBSTRATE PER SHEET A200 CEMENT BOARD 1'-0" HIGH BEHIND BASE TILE 6" ACRYLIC RESIN SEAMLESS COVE BASE AND ACRYLIC RESIN FLOORING 3/4" RADIUS SILICONE SEALANT J-MOLD SET IN SILICONE SEALANT - FILL J-MOLD WITH SILICONE PRIOR TO INSTALLING FRP, WIPE OFF EXCESS WALL FINISH PER INTERIOR ELEVATIONS CEMENT BOARD BEHIND TILE FULL HEIGHT SEE SHEET A200 COVE BASE TILE - SET FLUSH WITH ACRYLIC RESIN FLOOR ACRYLIC RESIN FLOOR FINISH PROVIDE FLOOR LEVELING COMPOUND TO ALIGN FINISHED FLOOR WITH TOP EDGE OF COVE BASE AS SHOWN.4'-4"5 1/2"EQ.EQ.8" EQ.EQ.2" X 2" X 14 GAUGE STEEL TUBE WELDED TO 3 1/2" X 8" X 3/8" THICK STEEL PLATE, 5'-0" O.C. STEEL PLATE BOLTED TO SLAB WITH (2) 5/8" DIA. HILTI KB-TZ. IMBED 3 1/8" ICC-ESR-1917 1"1" WALL CAP, SEE FINISH PLANS AND FURNITURE / DECOR DRAWINGS BLACK REVEAL, PAINTED 2X6 FRAMING AT 16" O.C., TYP. 1/2" PLYWOOD SHEATHING WAINSCOT AS SCHEDULED TILE BASE AS SCHEDULED 5"5" HIGH CEMENT BOARD BEHIND BASE TILE BOTTOM TRACK WITH POWER-DRIVEN FASTENERS @ 16" O.C. MAX. ICC-ESR-1752 EXTERIOR FINISH (VARIES) - SEE EXTERIOR ELEVATION LAG SCREWS, SEE CANOPY SHOP DRAWINGS CANOPY PIPE / SLEEVE (2) 1 3/4" X 9 1/2" LVL BLOCKING BETWEEN EXISTING STUDS AT CONNECTION - BLOCKING CONNECTION TOP: "A34" FRAMING ANGLE EACH END BLOCKING CONNECTION BOTTOM: "HUC410 MIN" HANGER EACH END PROVIDE #10 X 1 1/2" LG "SD" SCREWS INTO STUDS G.C. TO VERIFY BLOCKING SIZE IS ACCEPTABLE FOR FASTENING OF ANCHORS CENTER BLOCKING ON HANGER ATTACHMENT COORDINATE CANOPY SHOP DRAWINGS, TYP. SHIM SPACE BACKER ROD AND SEALANT ANODIZED ALUMINUM WINDOW FRAME - SEE WINDOW SCHEDULE NEW SOLID SURFACE SILL BELOW AS SCHEDULED EXISTING WALL CONSTRUCTION TO REMAIN - SHOWN SHADED GYP. BD. - RETURN BACK TO FRAME AS REQUIRED BACKER ROD AND SEALANT NOTE: SEE DETAIL 20/A501 FOR ADDITIONAL INFORMATION REGARDING WATER PROOFING AT AND NEAR WINDOWS/DOORS NOTE: SEE DETAIL 20/A501 FOR ADDITIONAL INFORMATION REGARDING WATER PROOFING AT AND NEAR WINDOWS/DOORS NOTE: SEE DETAIL 20/A501 FOR ADDITIONAL INFORMATION REGARDING WATER PROOFING AT AND NEAR WINDOWS/DOORS NOTE: SEE DETAIL 20/A501 FOR ADDITIONAL INFORMATION REGARDING WATER PROOFING AT AND NEAR WINDOWS/DOORS NOTE: SEE DETAIL 20/A501 FOR ADDITIONAL INFORMATION REGARDING WATER PROOFING AT AND NEAR WINDOWS/DOORS NOTE: SEE DETAIL 20/A501 FOR ADDITIONAL INFORMATION REGARDING WATER PROOFING AT AND NEAR WINDOWS/DOORS SHIM SPACE BACKER ROD AND SEALANT EACH SIDE EXISTING WALL CONSTRUCTION TO REMAIN - SHOWN SHADED CONT. 3/4" X 1 1/2" X 26 GA. ALUM. ANGLE FOR CAULKING BED 1 1/2" DRAINABLE E.I.F.S. 1" CONTINUOUS RIGID INSULATION (R-5) CEMENT BOARD SIDING AS SCHEDULED - INSTALL PER MFR. RECOMMENDATIONS EXISTING WALL CONSTRUCTION TO REMAIN - SHOWN SHADED PREFINISHED METAL DRIP FLASHING (COLOR TO MATCH SIDING) 5/4 X 6"H CEMENT BOARD TRIM BEHIND EYEBROW CANOPY - PAINT PER EXTERIOR ELEVATIONS (NOTE: 6" HIGH ONLY WHERE BEHIND EYEBROW CANOPY) METAL EYEBROW CANOPY BY SIGN VENDOR PREFINISHED METAL DRIP FLASHING (COLOR TO MATCH WINDOW FRAME) BACKER ROD AND SEALANT SHIM SPACE ANODIZED ALUMINUM WINDOW FRAME - SEE WINDOW SCHEDULE BACKER ROD AND SEALANTGYP.BD. - RETURN BACK TO FRAME AS REQUIRED DRIVE-THRU WINDOW - SEE WINDOW SCHEDULE STAINLESS STEEL CORNER GUARD BACKER ROD AND SEALANT PREFINISHED METAL DRIP FLASHING (COLOR TO MATCH WINDOW FRAME) SEE DETAILS A501 FOR MEMBRANE FLASHING, END DAMS, ETC. SHIM SPACE ANODIZED ALUMINUM WINDOW FRAME - SEE WINDOW SCHEDULE EXISTING WALL CONSTRUCTION TO REMAIN - SHOWN SHADED CAULK JOINT SOLID SURFACE WINDOW SILL AS SCHEDULED PREFINISHED METAL DRIP FLASHING (COLOR TO MATCH WINDOW FRAME) SEE DETAILS A501 FOR MEMBRANE FLASHING, END DAMS, ETC. BACKER ROD AND SEALANT EACH SIDE SHIM SPACE DRIVE-THRU WINDOW - SEE WINDOW SCHEDULE 1 1/2" DRAINABLE E.I.F.S. AIR BARRIER EXISTING WALL CONSTRUCTION TO REMAIN - SHOWN SHADED STAINLESS STEEL CORNER GUARD 1 1/2" DRAINABLE E.I.F.S. AIR BARRIER. LAP OVER FLASHING EXISTING WALL CONSTRUCTION TO REMAIN - SHOWN SHADED PREFINISHED METAL DRIP FLASHING FROM BEHIND AIR BARRIER TO BEYOND F.O. E.I.F.S. (COLOR TO MATCH WINDOW FRAME) BACKER ROD AND SEALANT EACH SIDE SHIM SPACE DRIVE-THRU WINDOW - SEE WINDOW SCHEDULE STAINLESS STEEL CORNER GUARD ROOF MEMBRANE TO WRAP CONTINUOUS UP VERTICAL FACE TO BEHIND PRE-FINISHED METAL FLASHING - PROVIDE WEATHER TIGHT SECUREMENT TO BUILDING AND ALLOW FOR MOVEMENT BETWEEN NEW AND EXISTING CONSTRUCTION 1 1/2" DRAINABLE E.I.F.S. OVER AIR BARRIER STARTER TRACK WITH WEEP HOLES INSTALL BEHIND EXISTING AIR BARRIER PRE-FINISHED METAL FLASHING FROM BEHIND STARTER TRACK AND OVER ROOF MEMBRANE NEW ROOF MEMBRANE TO WRAP OVER EXISTING ROOF MEMBRANE AS REQUIRED EXISTING ROOF MEMBRANE AND ROOF INSULATION TO REMAIN EXISTING WALL CONSTRUCTION TO REMAIN EXISTING WALK-IN COOLER/FREEZER BUMP OUT CONSTRUCTION TO REMAIN EXISTING 2X4 STUD WALL LAP AIR BARRIER OVER FLASHING NEW 1/4" PLYWOOD SHEATHING AS NOTED ON A203 WOOD FRAMING E.I.F.S. WASHER PVC (SCH 40) BUSHING -FILL WITH SEALANT BLOCKING AS REQUIRED FASTENER AS REQUIRED EXTERIOR SHEATHING WITH AIR BARRIER B A4'-4"1/2"B-2 WC-3 4'-4"1/2"B-2 WC-3 B-2 WC-3 SS-1 SOLID SURFACE CAP PROVIDED BY FURNITURE / DECOR VENDOR 3'-2 1/2"1'-6"J-BOXES TO BE INSTALLED VERTICALLY W/ POWER AND DATA 4 1/2" C.T.C. AT ORDER KIOSK MOUNTING PLATE HEIGHT. SEE MOUNTING PLATE INSTRUCTIONS B-2 WC-3 SS-1 SOLID SURFACE CAP PROVIDED BY FURNITURE / DECOR VENDOR OUTLETS 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number TILE END TRIM DETAIL3"=1'-0"1 TILE END TRIM DETAIL3"=1'-0"2 TILE CORNER TRIM DETAIL3"=1'-0"3 STAINLESS STEEL GUARD DETAILS3"=1'-0"4 FLOOR TRANSITION DETAIL3"=1'-0"5 BASE AT DINING (GYP. BD.)3"=1'-0"6 BASE AT TILED WALL3"=1'-0"7 BASE AT KITCHEN3"=1'-0"8 BASE AT TILED WALL (SERVING)3"=1'-0"9 BUMP-OUT ROOF DETAIL AT BLDG.3"=1'-0"10 TYP. WINDOW HEAD DETAIL3"=1'-0"11 D.T. WINDOW HEAD DETAIL3"=1'-0"12 HALF WALL SECTIONS3"=1'-0"13 HALF WALL ELEVATION3/8"=1'-0"14 CONNECTION THRU E.I.F.S.6"=1'-0"15 CONSTRUCTION DETAILS A500 TYP. WINDOW SILL DETAIL3"=1'-0"16 D.T. WINDOW SILL DETAIL3"=1'-0"17 TYP. WINDOW JAMB DETAIL3"=1'-0"18 D.T. WINDOW JAMB DETAIL3"=1'-0"19 CANOPY BLOCKING DETAIL3"=1'-0"20 DATE:REG. NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: SIGNATURE: RICHARD W. JOHNSON 23406 FOR FRAMING AT ROOF REMODELING ONLY XX.XX.XXXX NEW 1 1/2" E.I.F.S. OVER EXISTING 1/2" SUBSTRATE OVER EXISTING WD. STUDS MODIFY EXISTING FRAMING AS REQUIRED TO INSTALL NEW HEADER SUPPORT STUDS - PROVIDE NEW SHEATHING TO MATCH EXISTING. NEW 1 1/2" E.I.F.S. OVER 1/2" SUBSTRATE OVER NEW 2X6 FRAMING NEW 1 1/2" E.I.F.S. OVER EXISTING 1/2" SUBSTRATE OVER EXISTING WD. STUDS EXISTING CONSTRUCTION SHOWN SHADED TO REMAIN - PROTECT FROM DAMAGE - REFER TO BALANCE OF DRAWINGS FOR ADDITIONAL INFORMATION EXISTING CONSTRUCTION SHOWN SHADED TO REMAIN - PROTECT FROM DAMAGE - REFER TO BALANCE OF DRAWINGS FOR ADDITIONAL INFORMATION NEW 1 1/2" E.I.F.S. OVER 1/2" SUBSTRATE OVER NEW 2X6 FRAMING NEW 1 1/2" E.I.F.S. OVER EXISTING 1/2" SUBSTRATE OVER EXISTING WD. STUDS NEW 1 1/2" E.I.F.S. OVER EXISTING 1/2" SUBSTRATE OVER EXISTING WD. STUDS MODIFY EXISTING FRAMING AS REQUIRED TO INSTALL NEW HEADER SUPPORT STUDS - PROVIDE NEW SHEATHING TO MATCH EXISTING.4"SL O P E SLOPE 24 GAUGE G.I. COVER PLATE SET INTO SEALANT BEAD APPLIED ALONG BOTH SIDES OF JOINT - SECURE USING SCREW THRU STEEL / NEOPRENE WASHER CENTERED OVER 1/4" GAP BETWEEN ADJACENT SECTIONS OF NEW COPING. SCREW THRU NEOPRENE WASHER @ 30" O.C. @ INSIDE FACE ONLY SECURE OUTSIDE FACE OF METAL SECTIONS USING TWO NAILS THRU SLOTTED HOLES UNDER COVER PLATE 24 GAUGE G.I. CAP FLASHING COUNTER FLASH @ EXTERIOR FACE NOTE: JOINTS ARE TO OCCUR AT 20'-0" MAXIMUM 24" MAXIMUM AT CORNERS PARAPET FRAMING - SEE WALL SECTIONS FOR ADDITIONAL INFORMATION 1/2" PLYWOOD SHEATHING WITH AIR BARRIER 1 1/2" DRAINABLE E.I.F.S.4"SEALANT FASTENER TO HOLD MEMBRANE IN PLACE AS RECOMMENDED BY ROOF MFR. 4" PREFAB DRIP EDGE BY ROOF MFR. WITH FACTORY WELDED SKIRT WOOD NAILER MFR. RECOMMENDED FASTENER TO HOLD DRIP EDGE IN PLACE - MAX. 8" O.C. FIELD WELD SKIRT TO ROOFING MATERIAL SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK OVER 3/4" EXTERIOR GRADE PLYWOOD SLOPE PER ROOF PLAN SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK OVER 3/4" EXTERIOR GRADE PLYWOOD SLOPE PER ROOF PLAN GALV. METAL LOUVER - PRIMED AND PAINTED IN FIELD - SEE ROOF PLAN FOR ADDITIONAL INFO. GALV. METAL DRIP FLASHING DURO-LAST TERMINATION BAR SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK OVER 1/2" EXTERIOR GRADE PLYWOOD PARAPET FRAMING - SEE WALL SECTIONS FOR ADDITIONAL INFORMATION GALV. METAL LOUVER - PRIMED AND PAINTED IN FIELD - SEE ROOF PLAN FOR ADDITIONAL INFO. DURO-LAST TERMINATION BAR SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK OVER 1/2" EXTERIOR GRADE PLYWOOD PARAPET FRAMING - SEE WALL SECTIONS FOR ADDITIONAL INFORMATION SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK OVER 3/4" EXTERIOR GRADE PLYWOOD SLOPE PER ROOF PLAN PARAPET FRAMING - SEE WALL SECTIONS FOR ADDITIONAL INFORMATION SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK OVER EXTERIOR GRADE PLYWOOD (TO MATCH EXISTING) EXISTING ROOF MEMBRANE OVER EXISTING SHEATHING LAP NEW ROOF MEMBRANE OVER EXISTING ROOF MEMBRANE EXISTING PARAPET FRAMING TO REMAIN - SEE WALL SECTIONS FOR ADDITIONAL INFORMATION 1/2" PLYWOOD SHEATHING WITH AIR BARRIER 1 1/2" DRAINABLE E.I.F.S. EXISTING SHEATHING TO REMAIN 1 1/2" DRAINABLE E.I.F.S. WALL WASH LIGHT FIXTURE - SEE A300 AND A301 FOR ADDITIONAL INFORMATION E.I.F.S. DRIP REVEAL PARAPET FRAMING - SEE WALL SECTIONS FOR ADDITIONAL INFORMATION EXISTING TOWER FRAMING TO REMAIN - SEE SECTIONS FOR ADDITIONAL INFORMATION WATER PROOFING ROUGH OPENING ADD SILL RECEPTOR AND END DAM COMPLETING WINDOW SYSTEM BUTYL FLASHING TAPE AT TOP OF BLDG PAPER BUTYL FLASHING TAPE APPLIED PRIOR TO BLDG PAPER W/ 3" MIN. FLAP 2ND SURFACE WATER PROOFING APPLIED OVER STUDS & PLYWD EIFS DRAINAGE CHANNELS PER MANUFACTURERS DETAILS WINDOW BOT. TRACK (SILL RECEPTOR) PLASTIC 3/8" SPACER SHIM WOOD FRAMING END DAM @ WDW. BOT. TRACK 795 DOW CORNING SILICONE (OR EQ.) OVER LAG BOLT/ WASHER THRU BOT. TRACK (TYP) & AT END DAM NOTE: WOOD SILLS & JAMBS SHALL BE PRESSURE TREATED EXTEND FACE OF ALUM ANGLE FOR CAULK & BACKER ROD WINDOW FLASHING - ALUMINUM FINISH TO MATCH STOREFRONT MAINTAIN POSITIVE DRAINAGE AWAY FROM WALL AT ALL FLASHING AFTER FRAMING 2ND SURFACE WATER PROOFING PER EIFS MANUFACTURER. ADD FLASHING TAPE AROUND THE ROUGH OPENING FOR THE WINDOW AND DOOR OPENING THIS DIAGRAM SHOWS THE APPLICATION OF SILL RECEPTOR AND VERTICAL EIFS ADHESIVE DRAINAGE CHANNELS. USE 100% PURE ISOPROPYL ALCOHOL TO CLEAN METAL SURFACE PRIOR TO APPLYING SILICONE. SET STOREFRONT WINDOW, APPLY EIFS SYSTEM AND THEN ADD WINDOW FLASHING OVER TOP OF EIFS AT WINDOW SILL 2ND SURFACE WATER PROOFING APPLIED OVER STUDS & PLYWD PLYWOOD WALL SHEATHING 2ND SURFACE WATER PROOFING APPLIED OVER STUDS & PLYWD WOOD FRAMING PLYWOOD WALL SHEATHINGWEEP HOLES @ 24" O.C. 3 /8" SPACE CONTINUOUS AROUND ENTIRE WINDOW WINDOW ELEVATION INSERT FLASHING BELOW SILL RECEPTOR THEN CAULK NOTE: DO NOT CAULK / OBSTRUCT WEEP HOLES DRILLED IN SILL RECEPTOR EXTERIOR FINISH GLAZING SYSTEM STOREFRONT WINDOW BODY NOTE: THERE SHOULD BE A 3 /8" SPACE AROUND THE ENTIRE WINDOW FRAME TO ALLOW FOR A CONTINUOUS RING OF BACKER ROD AND CAULK SIMILAR TO A TYPICAL GASKET ON A BOTTLE TOP. BACKER ROD & CAULK ON TOP OF SILL FLASHING 3" 5" FINISH BASE COAT AND MESH INSULATION BACK-WRAP TERMINATION SEALANT WITH BACKER ROD BARRIER MEMBRANE WEATHERPROOF COATING FOR WALL SHEATHING SUBSTRATE SUPPORTING STRUCTURE WOOD STUD WALL FRAMING SUBSTRATE MFR. APPROVED JOINT TREATMENT WATER PROOF COATING FOR WALL SHEATHING VERTICAL NOTCHED ADHESIVE / DRAINAGE MEDIUM INSULATION TRIM BAND BASE COAT W/ 20 OZ. HIGH IMPACT MESH APPLIED THROUGHOUT. BUT MESH LAYERS AT CORNERS, DO NOT WRAP BASE COAT W/ 4.5 OZ STANDARD MESH TO BE APPLIED THROUGHOUT. WRAP CORNERS WITH MESH FINISH BASE COAT AND MESH WOOD STUD WALL FRAMING SUBSTRATE MFR. APPROVED JOINT TREATMENT WATER PROOF COATING FOR WALL SHEATHING VERTICAL NOTCHED ADHESIVE / DRAINAGE MEDIUM INSULATION FOR HIGH IMPACT MESH LOCAITONS AS SPECIFIED ON THE EXTERIOR ELEVATIONS: BASE COAT W/ 20 OZ. HIGH IMPACT MESH TO BE APPLIED FROM THE STARTER TRACK TO HEIGHT SPECIFIED BASE COAT W. 4.5 OZ. STANDARD MESH TO BE APPLIED THROUGHOUT FINISH E.I.F.S. FLASHING TAPE START TRACK W/ WEEP HOLES 6" WIDE X 20 MIL BARRIER MEMBRANE LAPPED ONTO FOUNDATION. PLACE PRIOR TO PLACING ADJACENT PAVING4"SEALANT FASTENER TO HOLD MEMBRANE IN PLACE AS RECOMMENDED BY ROOF MFR. 4" PREFAB DRIP EDGE BY ROOF MFR. WITH FACTORY WELDED SKIRT WOOD NAILER MFR. RECOMMENDED FASTENER TO HOLD DRIP EDGE IN PLACE - MAX. 8" O.C. FIELD WELD SKIRT TO ROOFING MATERIAL SINGLE PLY ROOF MEMBRANE OVER 1/2" DENSDECK OVER 3/4" EXTERIOR GRADE PLYWOOD SLOPE PER ROOF PLAN 1"1'-2"2"1"1"1"1 1/2" WALL WASH LIGHT FIXTURE - SEE A300 AND A301 FOR ADDITIONAL INFORMATION 2X WOOD BLOCKING BUILT UP E.I.F.S. CORNICE PARAPET FRAMING - SEE WALL SECTIONS FOR ADDITIONAL INFORMATION 1/2" PLYWOOD SHEATHING WITH AIR BARRIER 1 1/2" DRAINABLE E.I.F.S. 2 1/2" BUILT UP E.I.F.S. CORNICE - SEE 6/A501 1/2" PLYWOOD SHEATHING WITH AIR BARRIER CEMENT BOARD SIDING AS SCHEDULED - INSTALL PER MFR. RECOMMENDATIONS 5/4" X 5 1/2" CEMENT BOARD TRIM - PAINT PER EXT. ELEVS. 1" CONTINUOUS RIGID INSULATION (R-5) 1 1/2"1 1/2"5"1/2"1 1/2"1/2"5"1 1/2" DRAINABLE E.I.F.S. E.I.F.S. TRIM BAND EXISTING E.I.F.S. WALL FINISH TO REMAIN EXISTING WALL SHEATHING TO REMAIN EXISTING WALL CONSTRUCTION TO REMAIN EXISTING E.I.F.S. WALL FINISH TO REMAIN EXISTING WALL SHEATHING TO REMAIN E.I.F.S. TRIM BAND EXISTING E.I.F.S. WALL FINISH TO REMAIN EXISTING WALL CONSTRUCTION TO REMAIN EXTERIOR FINISH (VARIES) - SEE EXTERIOR ELEVATION CANOPY (2) 1 3/4" X 9 1/2" LVL BETWEEN EXISTING STUDS AT CANOPY SUPPORT PROVIDE "HUC410 MIN" HANGER AT STUDS EACH END WITH #10 X 1 1/2" LG "SD" SCREWS INTO STUDS LAG SCREWS, SEE CANOPY SHOP DRAWINGS PIPE / SLEEVE THE USE OF THIS DETAIL IS NOT ALLOWED ON FULLY ADHERED INSTALLATIONS NOTES FACTORY WELD SKIRT. COMES WITH GRAVEL STOP. A WOOD NAILER IS REQUIRED IF ONE OR MORE INCHES OF INSULATION IS USED. TOP OF WOOD NAILER IS TO BE FLUSH WITH TOP OF INSULATION. BE SURE THAT THE WOOD NAILER EXTENDS AT LEAST 1/2" INCH BEYOND THE HORIZONTAL EDGE OF THE SNAP-ON BASE. THE FASTENERS USED TO ATTACH THE BASE TO WOOD NAILERS, AND THE MEMBRANE TO THE FACE OF THE NAILERS, MUST BE SPACED NO GREATER THAN 6 - INCHES ON-CENTER WHEN ATTACHING TO THE BASE WITHIN 10 - FEET (MIN.) OF THE OUTSIDE CORNERS OF THE BUILDING. ALLOW FOR 1/8 - INCH EXPANSION GAP BETWEEN 10 - FOOT LENGTHS OF SNAP-ON BASE & SNAP-ON COVER. OVERLAP THE SNAP-ON COVERS BY 2 - INCHES BETWEEN 10-FOOT LENGTHS. WHEN INSTALLING THIS DETAIL WITH A 6-INCH OLR GREATER VERTICAL SURFACE, ADDITIONAL MECHANICAL ATTACHMENT IS REQUIRED ON THE SNAP ON BASE. ROOF MEMBRANE FASTEN 6-INCHS ON CENTER WITH 1 1/4-LONG ROOFING NAILS. INCREASE FASTENER SPACING TO 3-INCHES ON CENTER AT THE CORNERS OF THE ROOF (10'-0" MIN.). FASTENERS SHALL PENETRATE NAILER A MIN. OF 1-INCH. DURO-LAST 4" PRE-FABRICATED GRAVEL STOP W/ FACTORY WELDED SKIRT. SHOULD EXTEND PAST NAILER MIN. 1" FACTORY PAINTED COMPRESSION METAL COVER. 1/2" IN 12" SLOPE HARD ISO FOAM BOARD CANT STRIP. CONTACT LEE COBB WITH DUR0-LAST AT 800-434-3876 FOR QUESTIONS ABOVE THE TWO PIECE SNAP ON TRIM. MEMBRANE SHOULD NOT EXTEND BEYOND WOOD NAILER. 6 8 4 7 1 9 4 5 10 2 3 1 2 3 4 5 6 7 8 9 10 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number TOWER PIER DETAIL1"=1'-0"1 TOWER PIER DETAIL1"=1'-0"2 TOWER PARAPET/LOUVER HEAD3"=1'-0"3 TOWER PARAPET CAP DETAIL3"=1'-0"4 TYPICAL COPING JOINT DETAIL1 1/2"=1'-0"5 TYPICAL CORNICE/PARAPET CAP 3"=1'-0"6 TYPICAL PARAPET CAP DETAIL3"=1'-0"7 LOUVER SILL3"=1'-0"8 TOWER RECESS DETAIL3"=1'-0"9 CEMENT BOARD TRIM BAND3"=1'-0"11 MIDDLE E.I.F.S. TRIM BAND 3"=1'-0"12 LOWER E.I.F.S. TRIM BAND3"=1'-0"13 CONSTRUCTION DETAILS A501 E.I.F.S. @ INSIDE CR.N.T.S.16 E.I.F.S. TRIM HIGH IM.N.T.S.17 E.I.F.S. BASE TERM.N.T.S.18 TYP. PARAPET CAPN.T.S.19 TYPICAL WINDOW WALL WATER PROOFINGN.T.S.20BLOCKING DETAIL3"=1'-0"15 DATE:REG. NUMBER: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: SIGNATURE: RICHARD W. JOHNSON 23406 FOR FRAMING AT ROOF REMODELING ONLY XX.XX.XXXX CE I OPEN TO DRIVE-THRU MOBILE & DELIVERY PICKUP MOBILE & DELIVERY PICKUP 1 B-2 TYP. 1 B-2 TYP. 1 B-2 TYP. 1 B-2 TYP. 1 B-2 TYP. 1 B-2 TYP. 1 B-2 TYP. 1 B-2 TYP. 1 B-2 TYP. 1 B-2 TYP.6'-8"TYP.6'-8"TYP.6'-8"TYP.2'-10"TO TOPTYP.2'-10"TO TOPTYP.2'-10"TO TOPTYP.2'-10"TO TOPTYP.2'-10"TO TOPTYP.2'-10"TO TOPTYP.2'-10"TO TOPTYP.2'-10"TO TOPTYP.2'-10"TO TOPTYP.2'-10"TO TOPTYP.4'-0"TYP.EQ.EQ.4'-0"TYP.EQ.EQ.4'-0"TYP.EQ.EQ.EQ.7'-0"B.O. SOFFIT\A1;B.O. SOFFIT2 WC-1 TYP. 3 CR-1 TYP. 2 WC-1 TYP. 3 CR-1 TYP. 2 WC-1 TYP. 3 CR-1 TYP. 2 WC-1 TYP. 3 CR-1 TYP. 2 WC-1 TYP. 3 CR-1 TYP. 2 WC-1 TYP. 3 CR-1 TYP. 2 WC-1 TYP. 3 CR-1 TYP. 2 WC-1 TYP. 3 CR-1 TYP. 2 WC-1 TYP. 3 CR-1 TYP. 2 WC-1 TYP. 3 CR-1 TYP. 4 P-1 TYP. 4 P-1 TYP. 4 P-1 TYP.4 P-1 TYP. 4 P-3 4 P-3 4 P-3 4 P-3 4 P-1 TYP. 4 P-1 TYP. 5 W-3 5 W-3 5 W-3 5 W-3 6 P-1 6 P-16P-1 6 P-16P-1 6 P-1 6 P-1 6 P-16P-1 6 P-1 6 P-16P-1 7 TYP. 7 TYP. 7 TYP. 8 8 9 9 9 9 10 10 11 11 11 11 6 P-36P-36P-3 12 12 12 121212 12 12 33 3312 12 33 12 33 13 SS-1 13 SS-1 13 SS-1 13 SS-1 G28014 15 G28114 15 G28214 15 G25814 15 1818 19 L-049 20 P-1 21 WC-3 22 23 24 25 P-3 25 L-2 25 P-3 25 L-2 2626 30 27 272727 28 6 P-16P-1 31 29 29 28 30 32 32 34 SS-1 35 35 36 B-2 36 B-2 37 37 20 P-1 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number INTERIOR ELEVATIONS - A600 F.O.H. 1.ENSURE THAT ALL SERVING COUNTERS, BEVERAGE AND CONDIMENT COUNTERS DO NOT EXCEED 34" MAXIMUM HEIGHT AFTER FINISHED FLOOR. 2.ENSURE THAT THE INSTALLATION/PLACEMENT OF ALL CONDIMENTS, LIDS, UTENSILS, ETC. ARE IN COMPLIANCE WITH THE REACH RANGES OF THE ADA. 3.INSTALL WALL TILE VERTICALLY, SO FULL TILES IS AT THE TOP AND CUT TILE IS AT THE BOTTOM. 4.INSTALL WALL TILE HORIZONTALLY, SO A FULL TILE IS CENTERED ON WALL AND CUT TILES ARE EQUAL AT THE ENDS. 5.ALL WALL TILE TO BE INSTALLED PLUMB AND LEVEL SO THAT ALL EDGES OF TILE TO TILE HAVE A SMOOTH TRANSITION WITH NO RAISED CORNERS OR HIGH POINTS. 6.ALL TILE METAL TRIM TO BE INSTALLED LEVEL AND PLUMB. SEE ALUM. TRIM DETAILS ON A500. 7.PROVIDE SEALANT WITHIN CONTROL JOINTS AND PAINT. 8.INSTALL VERTICAL ALUMINUM RONDEC TILE TRIM STARTING AT THE CEILING WITH FULL LENGTH PIECE SO THAT ALL ADDITIONAL TRIM JOINTS WILL BE TOWARDS THE BOTTOM. 9.SEE SHEET A000 FOR FINISH SPECIFICATIONS. 1 NEW TILE BASE AS SCHEDULED. SEE A000. NEW WAINSCOT AS SCHEDULED. SUPPLIED BY DECOR VENDOR AND INSTALLED BY BORDER FOODS INSTALLER. NEW CHAIR RAIL AS SCHEDULED. SUPPLIED BY DECOR VENDOR AND INSTALLED BY BORDER FOODS INSTALLER. ALL GYP. BD. WALL SURFACES AT PUBLIC SPACES TO BE PREPPED AND PAINTED AS SCHEDULED. NEW WALL TILE AS SCHEDULED. SEE A000. EXISTING GYP. BD. SOFFIT TO REMAIN. PREP AS REQUIRED FOR NEW PAINT AS SCHEDULED. NEW PENDANT LIGHT FIXTURE AS SCHEDULED. SEE A204. NEW EXIT LIGHT AS SCHEDULED. SEE A204. NEW EMERGENCY LIGHT FIXTURE AS SCHEDULED. SEE A204. EXISTING ENTRY DOOR TO REMAIN. SEE A000 AND A200 FOR ADDITIONAL INFORMATION. EXISTING VESTIBULE DOOR TO REMAIN. SEE A000 AND A200 FOR ADDITIONAL INFORMATION. EXIST. ALUMINUM GLAZING SYSTEM TO REMAIN. NEW SOLID SURFACE WINDOW SILL AS SCHEDULED. SUPPLIED BY DECOR VENDOR AND INSTALLED BY BORDER FOODS INSTALLER. FOR ARTWORK/MURAL DESCRIPTION REFER TO ARTWORK SCHEDULE ON A203. 28" X 40" FRAMED ART PANELS SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR. NOT USED. NOT USED. RELOCATED EXISTING EQUIPMENT. SEE A205. NEW DIGITAL MENU BOARDS. PROVIDE NEW/RELOCATE EXISTING POWER AND DATA AS REQUIRED. SEE A204 AND A700. EXISTING MENU BOARD SOFFIT TO BE RAISED TO 7'-0". PATCH AND REPAIR AS REQUIRED FOR LIKE NEW FINISH. PROVIDE STAINLESS STEEL GUARD AT UNDERSIDE OF SOFFIT ENTIRE LENGTH. SEE DETAIL 4B/A500 SIMILAR. RELOCATED EXISTING FRONT COUNTER. CUSTOMER SIDE OF UNDER COUNTER WALL TO BE REFINISHED AS SCHEDULED. RELOCATED EXISTING POS SHROUD. RELO. EXIST. MOBILE ORDER PICK-UP CUBBY. ORDER KIOSK MOUNTED TO COUNTER. SEE A205. NEW TOILET ROOM DOOR AND FRAME AS SCHEDULED. SEE A000 AND A200. NEW ACCESSIBLE RESTROOM SIGN. SEE 6/A201 FOR MOUNTING. PROVIDE CLEAR SILICONE CAULK WHERE ALL FIXED AND BUILT-IN COUNTERS/EQUIPMENT ABUT WALL SURFACES. WHERE GAP BETWEEN WALL AND COUNTER SPLASH/EQUIPMENT EXCEEDS 1/4", PROVIDE STAINLESS STEEL CLOSURE ANGLE. INSTALL TILE END TRIM. SEE DETAIL 1/A500. INSTALL TILE END TRIM. SEE DETAIL 2/A500. INSTALL TILE CORNER TRIM. SEE DETAIL 3/A500. ALIGN TOP TILE TRIM WITH TOP OF STAINLESS STEEL TRIM AS SHOWN. INSTALL S.S. END WALL GUARD. SEE DETAIL 4B/A500. NEW ALUMINUM GLAZING SYSTEM AS SCHEDULED. SEE A000 AND A200. PORTION OF EXISTING COUNTERTOP TO BE REPLACED WITH NEW AS SCHEDULED. NEW FREE STANDING MOBILE ORDER PICK-UP CUBBY. SUPPLIED BY DECOR VENDOR AND INSTALLED BY BORDER FOODS INSTALLER. PROVIDE TILE BASE AS SCHEDULED ALONG BOTTOM OF REAR AND SIDE SERVING WALL - ENTIRE LENGTH - REFER TO DETAIL 9/A500 FOR TILE BASE AT ACRYLIC RESIN FLOORING. 8" X 16" 18 GAUGE STAINLESS STEEL CHASE ALONG WALL FOR ICE MACHINE REFRIGERANT LINES AND SYRUP LINES TO TOP OF ICE MACHINE. VERIFY ACTUAL SIZE REQUIRED. SEAL ALL EDGES. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 27 28 29 30 31 32 33 34 35 36 SERVING/CUSTOMER/DINING INTERIOR ELEVATION3/8"=1'-0"1 DINING INTERIOR ELEVATION3/8"=1'-0"2 DINING/SELF-SERVE/SERVING INTERIOR ELEVATION3/8"=1'-0"3 SELF-SERVE/CUSTOMER/DINING INTERIOR ELEVATION3/8"=1'-0"4 VESTIBULE #1 INTERIOR ELEVATION3/8"=1'-0"5 VESTIBULE #1 INTERIOR ELEV.3/8"=1'-0"6 VESTIBULE #1 INTERIOR ELEVATION3/8"=1'-0"7 VESTIBULE #1 INTERIOR ELEV.3/8"=1'-0"8 VESTIBULE #2 ELEV.3/8"=1'-0"9 VESTIBULE #2 INT. ELEV.3/8"=1'-0"10 VESTIBULE #2 ELEV.3/8"=1'-0"11 INTERIOR ELEVATIONS - F.O.H. KEY NOTES13GENERAL NOTES12 26 37 1 6 24 3 6 6 6S-XX5 19 23 6 66B-4 TYP. 7 6 5 6 6 5 K-504 K-504 K-504 B-140 12 R-928 5 5 5 5 3'-0"K-498 K-498 6 6 K-383 6 P-XX4 N-061 6 5 5 5 5 N-071 N-208K-XX1 B-4 TYP. 7 B-4 TYP. 7 B-4 TYP. 7 B-4 TYP. 7 B-4 TYP. 7 B-4 TYP. 7 8 TYP. 8 TYP. 8 TYP. 8 TYP. 8 TYP. 9 9 9 9 18 24 24 19 24 24 19 FRP-120 FRP-1 20 21 22 22 25 25 C-400 975 W 78TH ST CHANHASSEN, MN 55317 STORE #17983 TB24-12 GGD 03.31.2025BID/PERMIT: ISSUES AND REVISIONS: CHECKED BY: DRAWN BY: PROJECT NO.: KDT Owner: 5358 JACKSON DRIVE, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Tenant: BORDER FOODS, LLC 5425 BOONE AVE N NEW HOPE, MN 55428 Contact: Nate Wenger Phone: 763.489.3004 ENDEAVOR 40 SEATS / 2,307 S.F. TACO BELL - CHANHASSEN, MN 1440 Northland Drive, Suite 250 Mendota Heights, MN 55120 651.690.5525 // www.finn-daniels.com I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect in the State of Minnesota. REBECCA L. OLSON Typed Name #49243 Date 03.31.2025 License Number INTERIOR ELEVATIONS - A601 B.O.H. SERVING/DRIVE-THRU INTERIOR ELEVATION3/8"=1'-0"1 DRIVE-THRU/KITCHEN INTERIOR ELEVATION3/8"=1'-0"2 WASHING INTERIOR ELEVATION3/8"=1'-0"3 WASHING/TB COOK INTERIOR ELEVATION3/8"=1'-0"4 TB COOK INTERIOR ELEVATION3/8"=1'-0"5 PREP INTERIOR ELEVATION3/8"=1'-0"6 UTILITY INTERIOR ELEVATION3/8"=1'-0"7 NOT USED8 NOT USED9 NOT USED10 NOT USED11 NOT USED12 NOT USED13 INTERIOR ELEVATIONS - B.O.H. KEY NOTES14 1 RELOCATED EXISTING FRONT COUNTER. SEE SHEETS A203 AND A600 FOR ADDITIONAL INFORMATION. RELOCATED EXISTING POS SHROUD. RELOCATED EXISTING MOBILE ORDER PICK-UP CUBBY. ORDER KIOSK MOUNTED TO COUNTER. SEE SHEET A205. EXISTING EQUIPMENT TO REMAIN. SEE SHEET A205. RELOCATED EXISTING EQUIPMENT. SEE SHEET A205. NEW ACRYLIC RESIN COVED BASE AS SCHEDULED. SEE DETAIL 8/A500. EXISTING FRP WALL FINISH TO REMAIN. EXISTING STAINLESS STEEL WALL PANEL TO REMAIN. NOT USED. NOT USED. NEW DRIVE-THRU WINDOW. SEE SHEETS A000 AND A200. NOT USED. NOT USED. NOT USED. NOT USED. NOT USED. INSTALL STAINLESS STEEL CORNER GUARD. SEE DETAIL 4A/A500. INSTALL STAINLESS STEEL END WALL GUARD. SEE DETAIL 4B/A500. NEW FRP WALL FINISH AS SCHEDULED ON WALLS INDICATED. SEE SHEET A203. G.C. TO INSTALL OWNER SUPPLIED STAINLESS STEEL WALL PANEL. SEE SHEET A203. EXISTING EXHAUST HOOD TO REMAIN. 6" X 6" 18 GAUGE STAINLESS STEEL CHASE ALONG WALL FOR FRUITISTA REFRIGERANT LINES. FROM 6" ABOVE CEILING TO TOP OF FRUITISTA MACHINE. VERIFY ACTUAL SIZE REQUIRED. SEAL ALL EDGES. EXISTING STAINLESS STEEL CORNER/END WALL GUARD TO REMAIN. 8" X 16" 18 GAUGE STAINLESS STEEL CHASE ALONG WALL FOR ICE MACHINE REFRIGERANT LINES AND SYRUP LINES TO TOP OF ICE MACHINE. VERIFY ACTUAL SIZE REQUIRED. SEAL ALL EDGES. 21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 22 23 24 25