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Home My WebLink AboutRangeline (Carmel) IN - ArchitectureTHE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 DOCUMENT DATE: 12/07/21 APPLICABLE CODES BUILDING CODE: DEFERRED SUBMITTALS: MECHANICAL CODE: PLUMBING CODE: ELECTRIC CODE: FIRE CODE: ACCESSIBILITY CODE: ENERGY CODE: BUILDING CODE ANALYSIS PRIMARY USE GROUP M (MERCANTILE) -RETAIL SALES AND VESTIBULES A (ASSEMBLY) -EMPLOYEE BREAKROOM B (BUSINESS) -OFFICE, WELLNESS ROOM S1 (STORAGE) -RECEIVING, STOCK, STORAGE, COOLERS/FREEZERS, EQUIPMENT PLATFORM F1 (KITCHENS) -PREP AREAS CONSTRUCTION TYPE:IIB BUILDING AREA TOTAL SQUARE FOOTAGE: 25,953 SF 608 X .2 = 121.6 = 122" (REF SHEET LS1)EXIT WIDTH REQUIRED: EXIT WIDTH PROVIDED: PLUMBING FIXTURE COUNTS LOAD DISTRIBUTION:50% MALE AND 50% FEMALE PER TABLE 2902.1 DISTRIBUTION COUNT:304 MALE AND 304 FEMALE LAVATORIES REQUIRED: MALE LAVATORIES REQUIRED/PROVIDED: FEMALE LAVATORIES REQUIRED/PROVIDED: 1/2 PROVIDED WATER CLOSETS REQUIRED: 1 REQUIRED -2 PROVIDED MALE WATER CLOSETS: DRINKING FOUNTAINS REQUIRED: 4 (HIGH/LOW)DRINKING FOUNTAINS PROVIDED: TOTAL BUILDING OCCUPANT LOAD: 608 OCCUPANTS 1/500 MALE AND 1/500 FEMALE 1/500 MALE AND 1/500 FEMALE 1 (HIGH/LOW) ONE-STORY / FULLY SPRINKLED ACCESSORY EGRESS WIDTH EGRESS WIDTH FACTOR FIRE PROTECTION HOURLY FIRE-RESISTANCE RATING REQUIREMENTS PER TABLE 602 STRUCTURAL FRAME ROOF CONSTRUCTION EXTERIOR NONBEARING WALLS EXTERIOR BEARING WALLS INTERIOR BEARING WALLS INTERIOR NONBEARING WALLS AND PARTITIONS FLOOR CONSTRUCTION PROVIDED 0 HOURS 0 HOURS 0 HOURS 0 HOURS 0 HOURS 0 HOURS 0 HOURS REQUIRED 0 HOURS 0 HOURS 0 HOURS 0 HOURS 0 HOURS 0 HOURS 0 HOURS MAXIMUM TRAVEL DISTANCE:250' TRAVEL DISTANCE 1 REQUIRED -2 PROVIDED FEMALE WATER CLOSETS: 0.2 INCHES 222" (REF SHEET LS1) GENERAL HEIGHT AND AREA LIMITATIONS (CHAPTER 5 TABLE 503) MERCANTILE : BUILDING AREA ALLOWED -12,500 SQFT CALCULATION FOR FULLY SPRINKLERED BUILDINGS BELOW: BUILDING HEIGHT ALLOWED: 2 STORIES, 55 FEET HEIGHT AND AREA MODIFICATION CALCS. THE GENERAL AREA MODIFICATION CALCULATION IS AS FOLLOWS:: MAX HEIGHT ALLOWED: 3 STORIES, 75 FEET ( SECTION 503) FLOOR AREA ALLOWED: 37500 SQFT (SECTION 506.3) TOTAL FLOOR AREA PROVIDED: 25,953 SQFT (INCLUDE THE SQFT OF THE MECHANICAL PLATFORM CODE SUMMARY FIRST FLOOR: 29,093 SF + 860 SF MECHANICAL PLATFORM INDIANA BUILDING CODE 2014 EDITION INDIANA MECHANICAL CODE 2014 EDITION INDIANA ENERGY CONSERVATION 2010 EDITION 1/2 PROVIDED OWNER KRG CENTRE LCC, RANGELINE CROSSING 30 S MERIDIAN STREET, SUITE 1100 INDIANAPOLIS, IN 46204 PHONE: (317) 577 -5600 FAX: (317) 577 -5605 ARCHITECT AOR -TREVOR TYSON HOLCOMB CONTACT DAN VON SEGGERN 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 (913) 262 -9095 STRUCTURAL ENGINEER MECHANICAL, ELECTRICAL, PLUMBING & REFRIGERATION ENGINEER A.V. SCHWAN & ASSOCIATES 6000 E THOMAS RD SCOTTSDALE, AZ 85251 (602) 265 -4331 ERDMAN ANTHONY COMPANY 552 FORT EVANS RD NE SUITE 200 SEESBURG, VA 20176 (703) 777 -5988 TENANT THE FRESH MARKET 300 N. GREENE STREET SUITE 1100 GREENSBORO, NC 27401 (866) 817-4367 AHJ CONTACTS CODE SUMMARY TENANT IMPROVEMENT OF AN EXISTING BUILDING VICINITY MAP 302 W. WASHINGTON ST. INDIANAPOLIS, IN 46204 (317) 232 -2222 INDIANA DEPT. OF HOMELAND SECURITY SERVICES CARMEL FIRE DEPARTMENT CITY OF CARMEL BUILDING & CODE SERVICES ONE CIVIC SQUARE CARMEL, IN 46032 (317) 571 -2600 CITY OF CARMEL BUILDING & CODE SERVICES ONE CIVIC SQUARE CARMEL, IN 46032 (317) 571 -2444 HAMILTON COUNTY HEALTH 18030 FOUNDATION DRIVE SUITE A NOBLESVILLE, IN 46060 (317) 776 -8500 CARMEL BUILDING & CODE SERVICES INDIANA PLUMBING CODE 2012 EDITION INDIANA ELECTRICAL CODE 2009 EDITION INDIANA FIRE CODE 2014 EDITION 2009 ICC A117.1 EXTERIOR SIGNAGE FIRE PROTECTION FIRE ALARM SYSTEM INTERIOR DECOR/SIGNAGE PACKAGE PROJECT LOCATION SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 12 3 4 5 ABCDEABCDE123 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:19:10 PMCOVER SHEET C000 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 DRAWING INDEX PLUMBING P101 GENERAL INFORMATION SHEET P201 DWV PLAN P202 CONDENSATE AND INDIRECT WASTE PLAN P203 SEWER ROUGH-IN PLAN P301 WATER PLAN P302 MARKET SQUARE WATER PLAN P401 GAS PLAN P501 PLUMBING DETAILS SHEET 1 P502 PLUMBING DETAILS SHEET 2 P503 PLUMBING DETAILS SHEET 3 P601 PLUMBING SCHEDULES SHEET 1 P602 PLUMBING SCHEDULES SHEET 2 P701 DWV RISER P702 WATER RISER P703 GAS RISER, SCHEDULE AND NOTES REFRIGERATION R-101 REFRIGERATION SYSTEMS PLAN R-201 REFRIGERATION PIPING PLAN - LOW TEMP R-202 REFRIGERATION PIPING PLAN - MEDIUM TEMP R-203 REFRIGERATION PIPING PLAN - MEDIUM TEMP 24F R-401 REFRIGERATION PIPING DETAILS R-501 REFRIGERATION SCHEDULES FIRE SPRINKLER F101 FIRE PROTECTION PLAN AND NOTES DRAWING INDEX GENERAL C000 COVER SHEET G001 GENERAL INFORMATION G002 ACCESSIBILITY STANDARDS G003 ACCESSIBILITY STANDARDS LS1 LIFE SAFETY PLAN ARCHITECTURAL A001 ARCHITECTURAL SITE PLAN A002 ARCHITECTURAL SITE PLAN CONT. D101 DEMOLITION PLAN A100 FLOOR PLANS A101 COOLER / FREEZER FLOOR PLANS A102 COOLER / FREEZER FLOOR PLANS A103 FIXTURE PLANS A104 EQUIPMENT PLAN A104A EQUIPMENT SCHEDULE A104B EQUIPMENT SCHEDULE CONT. A104C ENLARGED EQUIPMENT PLAN A104D ENLARGED EQUIPMENT PLAN A105 SLAB COORDINATION PLAN A106 FLOOR FINISH PLAN A107 REFLECTED CEILING PLANS A108 VALANCE CEILING PLAN A109 VALANCE/CANOPY SECTIONS& DETAILS A110 VALANCE/CANOPY DETAILS A111 SHEATHING PLANS A112 ROOF PLAN A200 EXTERIOR ELEVATIONS A201 INTERIOR ELEVATIONS A400 ENLARGED PLANS AND ELEVATIONS A401 ENLARGED PLANS AND ELEVATIONS A401a ENLARGED PLANS AND ELEVATIONS A402 RESTROOM PLANS, ELEVATIONS & DETAILS A500 PARTITION TYPES AND INTERIOR WALL SECTIONS A501 CHASE WALL SECTIONS AND DETAILS A502 COOLER MISCELLANEOUS DETAILS A503 MISCELLANEOUS DETAILS A504 MISCELLANEOUS DETAILS A600 FINISH SCHEDULE AND DETAILS A601a FINISH SCHEDULE A700 DOOR SCHEDULE AND DETAILS STRUCTURAL S100 (E) FOUNDATION PLAN S200 (E) ROOF FRAMING PLAN S300 FOUNDATION DETAILS S400 FRAMING DETAILS S401 FRAMING DETAILS MECHANICAL M101 MECHANICAL NOTES AND SCHEDULES M102 MECHANICAL SCHEDULES M201 MECHANICAL PLAN M301 MECHANICAL ROOF PLAN M401 MECHANICAL DETAILS SHEET 1 M402 MECHANICAL DETAILS SHEET 2 M501 HOOD AND FAN DRAWINGS SHEET 1 M502 HOOD AND FAN DRAWINGS SHEET 2 M503 HOOD AND FAN DRAWINGS SHEET 3 M504 HOOD AND FAN DRAWINGS SHEET 4 M505 HOOD AND FAN DRAWINGS SHEET 5 M506 HOOD AND FAN DRAWINGS SHEET 6 M507 HOOD AND FAN DRAWINGS SHEET 7 M508 HOOD AND FAN DRAWINGS SHEET 8 ELECTRICAL E101 LIGHTING SCHEDULE & SYMBOL LEGEND E102 LIGHTING PLAN E103 EMERGENCY LIGHTING & EXIT SIGNS PLAN E104 POWER PLAN E105 POWER PLANS E106 ROOF POWER PLAN E107 CASE POWER AND LIGHTING PLAN E110 ELECTRICAL RISER E111 ELECTRICAL SCHEDULES E112 ELECTRICAL SCHEDULES E113 ELECTRICAL DETAILS E114 ELECTRICAL DETAILS E116 FIRE ALARM PLAN TENANT IMPROVEMENT PROJECT OF: OCCUPANT LOAD NAME AREA LOAD FACTOR OCCUPANT LOAD ASSEMBLY 325 SF 15 SF 22 BOH 3678 SF 300 SF 12 MERCANTILE 16597 SF 30 SF 553 PREP 1713 SF 200 SF 9 STORAGE 3640 SF 300 SF 12 25953 SF 608 NO. DATE DESCRIPTION 1 ABCDEDRAWING INDEX PLUMBING P101 GENERAL INFORMATION SHEET P201 DWV PLAN P202 CONDENSATE AND INDIRECT WASTE PLAN P203 SEWER ROUGH-IN PLAN P301 WATER PLAN P302 MARKET SQUARE WATER PLAN P401 GAS PLAN P501 PLUMBING DETAILS SHEET 1 P502 PLUMBING DETAILS SHEET 2 P503 PLUMBING DETAILS SHEET 3 P601 PLUMBING SCHEDULES SHEET 1 P602 PLUMBING SCHEDULES SHEET 2 P701 DWV RISER P702 WATER RISER P703 GAS RISER, SCHEDULE AND NOTES FIRE SPRINKLER F101 FIRE PROTECTION PLAN AND NOTES REFRIGERATION R-101 REFRIGERATION SYSTEMS PLAN R-201 REFRIGERATION PIPING PLAN - LOW TEMP R-202 REFRIGERATION PIPING PLAN - MEDIUM TEMP R-203 REFRIGERATION PIPING PLAN - MEDIUM TEMP 24F R-401 REFRIGERATION PIPING DETAILS R-501 REFRIGERATION SCHEDULES ENERGY MANAGEMENT EM-001 ENERGY MANAGEMENT SYSTEM OVERVIEW PLAN EM-101A ENERGY MANAGEMENT TERMINATION PLAN - OUTPUTS EM-101B ENERGY MANAGEMENT TERMINATION PLAN - INPUTS EM-102 ENERGY MANAGEMENT CONTROL RISER DIAGRAM AND NOTES EM-103 ENERGY MANAGEMENT SCHEDULES AND DETAILS EM-104 ENERGY MANAGEMENT CONTROL DETAILS DRAWING INDEX GENERAL C000 COVER SHEET G001 GENERAL INFORMATION G002 ACCESSIBILITY STANDARDS G003 ACCESSIBILITY STANDARDS LS1 LIFE SAFETY PLAN ARCHITECTURAL A001 ARCHITECTURAL SITE PLAN A002 ARCHITECTURAL SITE PLAN CONT. D101 DEMOLITION PLAN A100 FLOOR PLANS A101 COOLER / FREEZER FLOOR PLANS A102 COOLER / FREEZER FLOOR PLANS A103 FIXTURE PLANS A104 EQUIPMENT PLAN A104A EQUIPMENT SCHEDULE A104B EQUIPMENT SCHEDULE CONT. A104C ENLARGED EQUIPMENT PLAN A104D ENLARGED EQUIPMENT PLAN A105 SLAB COORDINATION PLAN A106 FLOOR FINISH PLAN A107 REFLECTED CEILING PLANS A108 VALANCE CEILING PLAN A109 VALANCE/CANOPY SECTIONS& DETAILS A110 VALANCE/CANOPY DETAILS A111 SHEATHING PLANS A112 ROOF PLAN A200 EXTERIOR ELEVATIONS A201 INTERIOR ELEVATIONS A400 ENLARGED PLANS AND ELEVATIONS A401 ENLARGED PLANS AND ELEVATIONS A401a ENLARGED PLANS AND ELEVATIONS A402 RESTROOM PLANS, ELEVATIONS & DETAILS A500 PARTITION TYPES AND INTERIOR WALL SECTIONS A501 CHASE WALL SECTIONS AND DETAILS A502 COOLER MISCELLANEOUS DETAILS A503 MISCELLANEOUS DETAILS A504 MISCELLANEOUS DETAILS A600 FINISH SCHEDULE AND DETAILS A601a FINISH SCHEDULE A700 DOOR SCHEDULE AND DETAILS STRUCTURAL S200 (E) ROOF FRAMING PLAN S300 FOUNDATION DETAILS S400 FRAMING DETAILS S401 FRAMING DETAILS S100 (E) FOUNDATION PLAN MECHANICAL M101 MECHANICAL NOTES AND SCHEDULES M102 MECHANICAL SCHEDULES M301 MECHANICAL ROOF PLAN M401 MECHANICAL DETAILS SHEET 1 M402 MECHANICAL DETAILS SHEET 2 M501 HOOD AND FAN DRAWINGS SHEET 1 M502 HOOD AND FAN DRAWINGS SHEET 2 M503 HOOD AND FAN DRAWINGS SHEET 3 M504 HOOD AND FAN DRAWINGS SHEET 4 M505 HOOD AND FAN DRAWINGS SHEET 5 M506 HOOD AND FAN DRAWINGS SHEET 6 M507 HOOD AND FAN DRAWINGS SHEET 7 M508 HOOD AND FAN DRAWINGS SHEET 8 M201 MECHANICAL PLAN ELECTRICAL E101 LIGHTING SCHEDULE & SYMBOL LEGEND E102 LIGHTING PLAN E103 EMERGENCY LIGHTING & EXIT SIGNS PLAN E104 POWER PLAN E105 POWER PLANS E106 ROOF POWER PLAN E107 CASE POWER AND LIGHTING PLAN E108 LOW VOLTAGE DEVICES AND WIRING PLAN E109 LOW VOLTAGE DEVICES AND WIRING PLAN E110 ELECTRICAL RISER E111 ELECTRICAL SCHEDULES E112 ELECTRICAL SCHEDULES E113 ELECTRICAL DETAILS E114 ELECTRICAL DETAILS E116 FIRE ALARM PLAN 02/07/22 No.ITEM DESCRIPTION REMARKS TENANT IMPROVEMENT DEVELOPER BUILD TO SUIT FURNISHED BY INSTALLED BY FURNISHED BY INSTALLED BY * 1 CHECKOUT LANE/REGISTERS INCLUDING LANE LIGHT/MARKER TFM GC TFM D-FC 2 MILLWORK FIXTURES TFM TFM TFM TFM 3 MILLWORK TRIM/ACCENTS/FILLER PANELS TFM TFM TFM TFM 4 GONDOLA SHELVING SYSTEMS (SALES)TFM TFM TFM D-FC 5 BACK ROOM SHELVING (STOCKROOM+MEZZANINE)TFM TFM TFM D-FC 6 FRONT & BACK OFFICE SHELVING TFM TFM TFM D-FC 7 SHELVING UNITS (PREPS., COOLERS, FREEZERS)DRYING RACKS, DUNNAGE, WELDED-T, CANTILEVER SHELVING TFM TFM TFM D-FC 8 WIRE SHELVING - WALL MOUNTED (PREP. ROOMS)MOUNT ABOVE 3-COMPARTMENT SINKS TFM TFM TFM D-FC 9 INTERIOR CANOPIES/AWNINGS TFM GC-V D-GC D-GC-V V 10 PRE-FAB BOXES (PREP,COOLER,AND FREEZER)TFM GC-V D-GC D-GC-V V 11 PRE-FAB BOXES: CLOSURE STRIPS/FLASHING CLOSE-OFF STRIPS (GAPS @ EXT. WALLS)TFM GC-V D-GC D-GC-V V 12 PRE-FAB BOXES: (REAR LOAD ONLY) ACCESSORIES AT OPENING GASKET SEAL TFM GC-V D-GC D-GC-V V 13 PRE-FAB BOXES: (REAR LOAD ONLY) ACCESSORIES AT OPENING FLASHING TRIM TFM GC-V D-GC D-GC-V V 14 PRE-FAB BOXES: WINDOWS TFM GC-V D-GC D-GC-V V 15 WINDOWS (PARTITION WALLS)GC GC D-GC D-GC 16 TRAFFIC DOORS & FRAMES (PRE-FAB BOXES)TFM GC-V D-GC D-GC-V V 17 TRAFFIC DOORS & FRAMES (PARTITION WALLS) - SALES FLOOR TO BOH STAINLEES STEEL TFM GC D-GC D-GC V 18 SAFE TFM GC TFM D-GC 19 RESTROOM ACCESSORIES MIRRORS, GRAB-BARS, TOILET PARTITIONS, COAT HOOKS GC GC D-GC D-GC 20 RESTROOM ACCESSORIES PAPER TOWEL DISP., TOILET TISSUE DISP., RECESSED HAND DRYERS, SOAP DISP., SANITARY NAPKIN DISPOSAL GC GC D-GC D-GC 21 BABY CHANGING STATION GC GC D-GC D-GC 22 SIGNAGE - EXTERIOR BUILDING SIGNAGE LL PROVIDES POWER AT EACH SIGN LOCATION TFM TFM TFM TFM 23 SIGNAGE - INTERIOR ROOM/ACCESS. SIGNAGE GC GC D-GC D-GC 24 SIGNAGE - INTERIOR DÉCOR/MARKETING SIGNAGE TFM TFM TFM TFM 25 HANDSINKS (WALL-MOUNT & FLOOR-MOUNT)STAINLEES STEEL TFM GC TFM D-GC 26 HANDSINKS - INTEGRATED W/ MILLWORK SAMPLING STATION, INDOOR SEATING, EMPLOYEE BREAKROOM TFM GC TFM D-GC 27 PREP-SINKS STAINLEES STEEL TFM GC TFM D-GC 29 SMALLWARES KNIFE RACKS, CUP HOLDERS, CORKBOARDS TFM TFM TFM TFM 30 WATER SOFTENER GC GC D-GC D-GC V 31 MISTING SYSTEM (PRODUCE)SHELVING BY GC, CONDUIT CHASE BY EC. PROVIDE POWER AND WATER TFM GC TFM TFM 32 TRASH COMPACTOR & CHUTE TFM TFM TFM TFM 33 CHEMICAL SANITATION SYSTEMS FOR ALL PREP AREAS AND MOP SINKS TFM TFM TFM TFM 34 TYPE I & II HOODS DELI HOOD & ANSUL SYSTEM GC GC D-GC D-GC V 35 EMERGENCY LIGHTING INVERTER GC GC D-GC D-GC V 36 LIGHTING FIXTURES GC GC D-GC D-GC V 37 VOICE/DATA SYSTEMS TFM TFM TFM TFM 38 SOUND/SPEAKER SYSTEM TFM TFM TFM TFM 39 AIR CURTAINS GC GC D-GC D-GC V 40 HVAC SPLIT SYSTEM (FRONT END OFFICE)GC GC D-GC D-GC V 42 BAKERY OVEN (INSTALL VENDOR MUST BE CERTIFIED BY MANUFACTURER)METAL VENDOR DOES TRIM TFM TFM TFM TFM 43 COMBI OVEN TFM TFM- KEC TFM TFM-KEC 44 BURGLAR & CCTV SYSTEM TFM TFM TFM TFM 45 BASE & VERTICAL MATCHING METAL TO FILL AT GAPS (REFRIGERATED CASES)GC GC D-GC D-GC 46 VINYL COVE BASE (BACK OF HOUSE)REFER TO PLANS, ROOM FINISH SCHED GC GC D-GC D-GC 47 WATERPROOFING - FLOOR/BASE REFER TO PLANS/SPECS FOR LOCATIONS GC GC D-GC D-GC 48 FLOOR TILE (INTERIOR)GC GC D-GC D-GC 49 WALL TILE (INTERIOR)GC GC D-GC D-GC 50 CONCRETE SEALER REFER TO FLOOR FINISH PLAN FOR LOCATIONS GC GC D-GC D-GC 52 MISCELLANEOUS CHASES REFER TO CHASE DETAILS GC GC GC D-GC 53 BLOCKING & SUPPORT SUBSTRATE WHERE INDICATED ON PLANS GC GC D-GC D-GC 54 CART BUMPERS - RUB-RAILS - FIXTURE PROTECTION FLOOR MOUNTED & WALL MOUNTED PROVIDE BLOCKING GC GC D-GC D-GC 55 CASE CORNER PROTECTION MCCUE SYSTEM GC GC GC D-GC 56 FIRE SPRINKLER GC GC D-GC D-GC 57 ELEVATOR CONNECTION TO FIRE ALARM/PHONE GC GC D-GC D-GC 58 HVAC SPLIT SYSTEM (ELEVATOR MACHINE ROOM)GC GC D-GC D-GC V 59 ROOF TOP HVAC EQUIPMENT SEE MECH. SCHEDULE GC GC D-GC D-GC V 60 REFRIGERATION EQUIPMENT TFM RC TFM D-RC V 61 STRIP CURTAIN (RECEIVING DOCK DOOR)GC GC D-GC D-GC 62 ELECTRICAL SWITCHGEAR GC GC D-GC D-GC V 63 EXTERIOR LIGHTING PACKAGE GC GC D-GC D-GC 65 GREASE INTERCEPTOR (3,000 gal)GC GC D-GC D-GC 66 ROASTING PLANT / JAVA BOT GC ROUGH-IN & FINAL CONNECTIONS TFM TFM TFM TFM-KEC 67 DELI - FOOD SERVICE EQUIPMENT GC ROUGH-IN & FINAL CONNECTIONS TFM TFM TFM TFM-KEC 68 DELI - CUSTOM COUNTER (SS)GC ROUGH-IN & FINAL CONNECTIONS TFM TFM TFM TFM-KEC 69 DELI- KNEE WALL FINISHES (EXCEPT TILE)TFM TFM TFM TFM-KEC 70 DELI- KNEE WALL AND TILE GC GC GC GC 71 DELI- REFRIGERATED CASES GC ROUGH-IN & FINAL CONNECTIONS TFM TFM TFM TFM-KEC 72 KITCHEN- EQUIPMENT GC ROUGH-IN & FINAL CONNECTIONS TFM TFM TFM TFM-KEC 73 SCULLERY- EQUIPMENT GC ROUGH-IN & FINAL CONNECTIONS TFM TFM TFM TFM-KEC 74 COOKED PREP EQUIPMENT GC ROUGH-IN & FINAL CONNECTIONS TFM TFM TFM TFM-KEC 75 RAW PREP EQUIPMENT GC ROUGH-IN & FINAL CONNECTIONS TFM TFM TFM TFM-KEC 76 RECYCLE ENCLOSURE GC GC GC GC 77 GC TO ACCOMMODATE TFM EMPLOYEE THAT WILL BE ON SITE FOR SEVERAL WEEKS DURING CONSTRUCTION TO RECEIVE AND INVENTORY ALL TFM ITEMS SHIPPED TO THE SITE. GC WILL BE REQUIRED TO PROVIDE ASSISTANCE UNLOADING HEAVY ITEMS.GC GC GC GC GENERAL REQUIREMENTS 1. ALL WORK SHALL BE DONE IN A SAFE AND WORKMANLIKE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND/OR STATE (IF APPLICABLE) BUILDING CODES, NATIONAL ELECTRIC CODE, ADA-ADAAGS AND OTHER ADOPTED ACCESSIBILITY STANDARDS, OSHA, AND ALL APPLICABLE CODES, REGULATIONS, ORDINANCES AND AUTHORITIES HAVING JURISDICTION. 2. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 3. ANY DAMAGE TO PROPERTY WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION SHALL BE REPAIRED/REPLACED TO MATCH EXISTING AT NO ADDITIONAL COST TO OWNER. 4. THE CONTRACTOR SHALL KEEP THE WORK AREA CLEAN AND FREE OF DEBRIS AND REMOVE ALL TRASH AND DEBRIS FROM THE CONSTRUCTION AREA DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING BUILDING OR IN ANY NEW ADDITION. MUD AND DEBRIS TRACKED ONTO OWNER PAVING OR CITY STREETS TO BE CLEANED IMMEDIATELY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF THE CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER. 6. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE ARCHITECT AND CONSULTANTS FOR VERIFICATIONS, RESPONSES, AND SUBMISSIONS. 7. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES/UTILITIES, PIPING, AND CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED DURING THE CONSTRUCTION PROCESS FOR THE COMPLETE INSTALLATION AND OPERATIONS OF NEW EQUIPMENT. THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT OR RELATED ITEMS AS REQUIRED FOR PROPER OPERATION. 8. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE U.L. LISTED 2A:20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE STANDARD U.L. LISTED 2-1/2 GALLON WATER (E-10) AND ONE U.L. LISTED 10BC CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED TOGETHER IN EACH 3000 SQ. FT. OF WORK AREA OR FRACTION THEREOF (MINIMUM OF TWO AVAILABLE IN ALL CONSTRUCTION AREAS AT ALL TIMES). 9. IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED THE GENERAL CONTRACTOR SHALL HIRE A LICENSED SPRINKLER CONTRACTOR. CONTRACTOR TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. WORK TO BE DONE UNDER SEPARATE PERMIT. SPRINKLER CONTRACTOR TO BE RESPONSIBLE FOR ALL PERMITS, PLAN SUBMITTALS, AND FEES ASSOCIATED WITH THIS PROJECT AS REQUIRED BY LOCAL FIRE CODES. NEW BUILDING TO BE INSTALLED THROUGHOUT WITH AN IBC APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM, FURNISHED & INSTALLED BY A LICENSED SPRINKLER CONTRACTOR. 10. GENERAL CONTRACTOR TO PROVIDE AND INSTALL LOCK BOX. GENERAL CONTRACTOR TO COORDINATE TYPE OF BOX AND LOCATION WITH FIRE DEPARTMENT OFFICIAL. 11. IT IS IMPERATIVE THAT THE ROOF FRAMING AND ROOFING SYSTEM BE KEPT INTACT TO ELIMINATE POTENTIAL WATER DAMAGE OR MOISTURE INFILTRATION. THE CONTRACTOR SHALL KEEP THE BUILDING WATERTIGHT AT ALL TIMES AND MAKE REPAIRS IMMEDIATELY SHOULD ANY DAMAGE OCCUR TO THE ROOFING SYSTEM. 12. THE PROJECT SPECIFICATIONS ARE A PART OF THESE CONSTRUCTION DOCUMENTS AND MUST BE REFERRED TO FOR COMPLETE DOCUMENTATION. 13. GC TO FOLLOW CONSTRUCTION DOCUMENTS AS DETAILED AND DIMENSIONED. DO NOT SCALE DRAWINGS. 14. GC TO ACCOMMODATE AN TFM EMPLOYEE THAT WILL BE ON SITE DURING THE LAST SEVEAL WEEKS OF CONSTRUCTION TO RECEIVE AND INVENTORY ALL TFM ITEMS SHIPPED TO THE SITE. 15. BAKERY OVEN TO BE INSTALLED BY A MANUFACTURER CERTIFIED VENDOR. SITE VERIFICATION REQUIREMENTS 1. THE ARCHITECT HAS MADE A SCOPE VISIT WITH MEASUREMENTS AND PHOTOGRAPHS OF EXISTING CONDITIONS AND THE ARCHITECTURAL DRAWINGS INDICATE EXISTING CONDITIONS VERIFIED IN THE FIELD. IT, HOWEVER, REMAINS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO THE SUBMISSION OF HIS BID AND TO THE COMMENCEMENT OF ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE CONTRACTOR'S FAILURE TO ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO, GRADES, EXTENT OF PAVING, OR UTILITIES. 2. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION AND INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN ASSUMING EXISTING BUILDING CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THE SITE, SHALL VERIFY ALL EXISTING STRUCTURAL COLUMN DIMENSIONS, STRUCTURAL BEARING HEIGHTS AND EXISTING DIMENSIONS. IF DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, CONTACT THE CONSTRUCTION MANAGER AND THE ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING CONDITIONS. THE BEGINNING OF CONSTRUCTION BY THE GENERAL CONTRACTOR MEANS ACCEPTANCE OF THE EXISTING CONDITIONS. 3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER AND ARCHITECT OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS. 4. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION. 5. BEFORE BEGINNING WORK AT THE SITE, THE CONTRACTOR MUST INSPECT THE EXISTING BUILDING AND DETERMINE THE EXTENT OF EXISTING FINISHES, SPECIALTIES, CASEWORK, BUILT-IN FURNITURE, EQUIPMENT, AND OTHER ITEMS WHICH MUST BE REMOVED AND/OR REINSTALLED IN ORDER TO PERFORM THE WORK UNDER THIS CONTRACT. 6. THE CONTRACTOR SHALL VERIFY THE EXISTING FINISH FLOOR ELEVATION AT ALL OPENINGS OF THE EXISTING BUILDING PRIOR TO ESTABLISHING THE FINISH FLOOR ELEVATION. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO THE CONSTRUCTION MANAGER AND THE ARCHITECT PRIOR TO MAKING ANY STRUCTURAL MODIFICATIONS OR ORDERING OF ANY MATERIALS. ABBREVIATIONS AB ABV ACT AFF AHU ALT ALUM APPROX ARCH AUX AVG BLD B.O. B.O. BEAM BTM BTW BUR CAB CG CJ CLG CLR CMU COL CONC CONT CONTR CONST CT DEMO DEPT DTL DF DIA DIM DISP DN DS DWG DBL EA ELEV EMER ENCL EQ EQUIP EWC EXP EXIST EXT FD FDN FE FF FF EL FLO A B C D E F FIN FIXT FRT FLR FP FRM FRT FRP FT FTG GA GB GC GP GRO GWB HBC HC HM-STL HVAC HW IDS INFO INSUL INT JAN JB JST JT KO LAM LAV LB LF LH LL MAS MAT MAX MEA MECH MTL MFR MIN MISC MLDG MTD MTG MW MR N NA NIC NO NOM NTS (N) OC OH OPH OPNG OPP ODS O / O PL PLAM PLAS PLF PLYWD PNL PNT PR PREFAB PRO PT P.T. PVC FINISH(ED) FIXTURE FIRE RETARDANT FLOOR FIREPROOF(ING) FRAME FIRE RETARDANT TREATED FIBERGLASS REINFORCED PANEL FEET / FOOT FOOTING GAGE / GAUGE GRAB BAR GENERAL CONTRACTOR GUARD POST GROCERY GYPSUM WALL BOARD HBC HANDICAP HOLLOW METAL HEATING, VENTILATING, AND AIR CONDITIONING HOT WATER INDOOR SEATING INFORMATION INSULATION INTERIOR JANITOR JUNCTION BOX JOIST JOINT KNOCKOUT LAMINATED LAVATORY POUND LINEAR FOOT / FEET LEFT HAND LIVE LOAD MASONRY MATERIAL MAXIMUM MEAT MECHANICAL METAL MANUFACTURER MINIMUM MISCELLANEOUS MOLDING MOUNT(ED) MOUNTING MILLWORK MOISTURE RESISTANT NORTH NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE NEW ON CENTER OVERHEAD OPPOSITE HAND OPENING OPPOSITE OUTDOOR SEATING OUT TO OUT PROPERTY LINE PLASTIC LAMINATE PLASTIC POUNDS PER LINEAR FOOT PLYWOOD PANEL PAINT PAIR PREFABRICATED PRODUCE POINT PRESSURE TREATED POLYVINYL CHLORIDE G H I J K L M N O P QT QTY R RAD REF REFL REFR REINF REQD RES RESI REV RH RHR RO RM RMP RTD SAB SC SCHED SCJ SECT SERV SF SFD SHT SIM SPEC SQ SS STD STL STOR STR SUSP SYM T.D. TD TEL TEMP TJ TOJ T.O. TOS TYP U UL UON UTIL VB VCT VERT VEST VIF VT W / WC WD W / O WP WWM WNCT QUARRY TILE QUANTITY REMODELED RADIUS REFER() REFLECTED REFRIGERATION REINFORCE(D) (ING) REQUIRED RESTROOMS RESILIENT REVISION RIGHT HAND RIGHT HAND REVERSE ROUGH OPENING ROOM ROTATIONALLY MOLDED POLYETHYLENE RATED SOUND ATTENUATION BATT SEALED CONCRETE SCHEDULE(D) SAW CUT JOINT SECTION SERVICE SQUARE FOOT / FEET SEAFOOD SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL / STRUCTURE SUSPENDED SYMMETRICAL TRENCH DRAIN TRAVEL DISTANCE TELEPHONE TEMPERATURE TOOLED JOINT TOP OF JOIST TOP OF T.O. SLAB TYPICAL UNDERCUT UNDERWRITER'S LABORATORY UNLESS OTHERWISE NOTED UTILITY VINYL BASE VINYL COMPOSITION TILE VERTICAL VESTIBULE VERIFY IN FIELD VINYL TILE WITH WATER CLOSET WOOD WITHOUT WATERPROOF WELDED WIRE MESH WAINSCOT Q R S U V W T ANCHOR BOLT ABBREVIATION ACOUSTICAL CEILING TILE ABOVE FINISHED FLOOR AIR HANDLER UNIT ALTERNATE ALUMINUM APPROXIMATE ARCHITECT AUXILIARY AVERAGE BUILDING BOTTOM OF BOTTOM OF BEAM BOTTOM BETWEEN BUILT UP ROOF CATCH BASIN CORNER GUARD CONTROL JOINT CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUOUS CONTRACTOR CONSTRUCTION CERAMIC TILE DEMOLITION DEPARTMENT DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DISPENSER DOWN DOWNSPOUT DRAWING DOUBLE EACH ELEVATION EMERGENCY ENCLOSURE EQUAL EQUIPMENT ELECTRIC WATER COOLER EXPOSED EXISTING EXTERIOR FLOOR DRAIN FOUNDATION FINISH ELEVATION FINISH FLOOR FINISH FLOOR ELEVATION FLOOR 1 A101 NORTH ARROW FULL AND PARTIAL SECTION INDICATOR A 1 100' -0" FF EL 1 A101 1 A101 WALL TYPE INDICATOR A A3 ROOM IDENTIFICATION 1 FE FX 100 VESTIBULE 1/4" = 1' -0"1 DETAIL COLOR INDICATOR ?P4 KEYNOTE INDICATOR ?4.22 EXTERIOR AND INTERIOR ELEVATION INDICATOR 1 A101 A DOOR INDICATOR WINDOW INDICATOR REVISION INDICATOR ELEVATION HEIGHT INDICATOR COLUMN LINE INDICATOR DETAIL INDICATOR ELEVATION FINISH INDICATOR A SECTION OR DETAIL IDENTIFICATION FIRE EXTINGUISHER LOCATION FLOOR FINISH REFERENCE SYMBOL SYMBOLS LEGEND ?101A 000 # WALL PARTITION TYPE ROOM NUMBER SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE123 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:19:15 PMGENERAL INFORMATION G001 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 THE FRESH MARKET -RESPONSIBILITY MATRIX NO. DATE DESCRIPTION 02/07/22 TACTILE SIGN LEGEND E TACTILE SIGN REQUIREMENTS 1. 2. 3. A. CHARACTERS, SYMBOLS AND PICTOGRAMS AND THEIR FIELDS SHALL CONTRAST THEIR FIELDS AND HAVE A NON-GLARE FINISH. CONTRAST CAN BE ACHIEVED WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. B. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE ACCOMPANIED BY BRAILLE. C. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS-SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE D. CONTRACTED GRADE 2 BRAILLE SHALL BE USED. DOTS SHALL BE 0.090" (2.3 MM) TO 0.100" (2.5 MM) ON CENTER IN EACH CELL WITH 0.241" (6.1 MM) TO 0.300" (7.6 MM) SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 0.025" (0.6 MM) TO 0.037" (0.9 MM) ABOVE THE BACKGROUND. E. FOR CHARACTER SIZE, THE UPPERCASE LETTER "O" SHALL BE USED TO DETERMINE THE ALLOWABLE WIDTH OF ALL CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE LETTER "O" OF THE FONT SHALL BE 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE "I" OF THE FONT. (ICC A117.1-2009: 703.3.6) CHARACTER HEIGHT MEASURED FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8" (16 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". F. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT 4. CHARACTERS SHALL CONFORM TO THE FOLLOWING: 5. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES. WALL TYP SINGLE DOOR TYP TACTILE EXIT SIGN TYP WALL TYP DOUBLE DOOR TYP BUILDING COLUMN MERCHANDIS E FIXTURE WALL SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT THERE IS AN 18" CLEAR FLOOR AREA CENTERED ON THE TACTILE CHARACTERS TACTILE EXIT SIGN TYP SYMBOL SIGNAGE 9"48" MIN60" MAX1'-6" MIN1'-6" MIN EXIT EXIT MOUNTING HEIGHT SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASE OF THE LOWEST BRAILLE CELLS AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. R MEN THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN THE 2010 ADA AND AS SPECIFICALLY REQUIRED IN THIS SECTION REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS: A. ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE ACCESSIBLE. A TACTILE SIGN STATING "EXIT" AND COMPLYING WITH ICC A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. REF DOOR SCHEDULE FOR LOCATIONS. B. ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE-USER TOILETS ARE CLUSTERED AT A SINGLE LOCATION C. ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE ACCESSIBLE. THE SIGN, WHERE PROVIDED, SHALL BE ABOVE THE CHECK-OUT AISLE IN THE SAME LOCATION AS THE CHECK-OUT AISLE NUMBER OR TYPE OF CHECK-OUT IDENTIFICATION D. UNISEX TOILET AND BATHING ROOMS E. ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL SUCH ROOMS ARE ACCESSIBLE F. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENT SHALL BE PROVIDED AT EACH SEPARATE -SEX TOILET INDICATING THE LOCATION OF THE NEAREST UNISEX TOILET WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR. CLEAR OF DOOR-SWING. MOUNT AT 60" TO CENTERLINE OF SIGN FROM FLOOR. CORRESPONDING GRADE ll BRAILLE HEIGHT OF LETTERING 5/8" MIN. TO 2" MAX RAISED 1/32" UPPERCASE LETTERING 48"MINMEN MEN 3/8" MIN. SPACING FROM BRAILLE TO ANY TACTILE CHARACTER OR RAISED SURFACE 60" MAXTACTILE SIGN REQUIREMENTS 60" MIN18" MIN FRONT APPROACH, PULL SIDE A FRONT APPROACH, PUSH SIDE B 48" MINFRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH C48" MIN12" MIN 60" MIN36" MIN HINGE APPROACH, PULL SIDE D 54" MIN42" MIN HINGE APPROACH, PULL SIDE E 42" MINHINGE APPROACH, PUSH SIDE F 22" MIN 48" MINHINGE APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH G 22" MIN 48" MIN24" MIN LATCH APPROACH, PULL SIDE H 54" MIN24" MIN LATCH APPROACH, PULL SIDE, DOOR PROVIDED WITH CLOSER I 42" MINLATCH APPROACH, PUSH SIDE J 24" MIN 48" MINLATCH APPROACH, PUSH SIDE, DOOR PROVIDED WITH CLOSER K 24" MIN MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AREA OFREFUGEWOMEN EXAMPLE SIGNAGE WOMEN AREA OFREFUGE WOMEN ACCENT WALL TILE NOTES: 1. BRAILLE CELLS SHALL BE 48 INCHES MIN. ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE LOWEST BRAILLE CELL AND 60 INCHES MAX. ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE HIGHEST TACTILE CHARACTER. 2. EXCEPTION: BRAILLE CELLS FOR ELEVATOR CAR CONTROLS SHALL NOT BE REQUIRED TO COMPLY WITH NOTE 1.WHITE LETTERS ON BLACK BACKGROUND (TYP) ROOM OR EXIT SIGNAGE GRADE 2 BRAILLEIN THIS AREA GRADE 2 BRAILLE IN THIS AREA MENWOMEN RESTROOMS EXIT EXIT ROUTE EMPLOYEESMUST WASHHANDS 10" 8"2 1/4"6"8"6"8"18'18'8"8" 8" 8"8"4"109 OFFICE WELLNESS ROOMGOVACANT STOP OCCUPIED INTERIOR SIGNAGE SPECIFICATIONS: SIGN TYPE "A" SIGN TYPE "C"SIGN TYPE "B" SIGN TYPE "D" SIGN TYPE "F"SIGN TYPE "F1" SIGN TYPE "G"SIGN TYPE "H" * UPPER CASE CHARACTERS, HELVETICA * CHARACTERS RAISED 1/32" * GRADE 2 BRAILLE * CHARACTERS AT LEAST 5/8" IN HEIGHT BUT NO HIGHER THAN 2" * EQUIVALENT VERBAL DESCRIPTIONS PLACED BELOW EACH PICTOGRAM * PICTOGRAM AREA A MINIMUM OF 6" * COLOR CONTRAST BETWEEN CHARACTERS AND BACKGROUND * MOUNT ON WALL ADJACENT TO LATCH SIDE OF DOOR (UNLESS NOTED OTHERWISE) * MOUNT 60" FROM FINISHED FLOOR TO CENTER OF SIGN 5/8" ROOM IDENTIFICATION TEXT, TYP. BRAILLE ROOM IDENTIFICATION TEXT FABRICATE AND INSTALL SLIDER SIGNAGE PER SPECIFICATIONS CONTRASTING SIGNAGE BACKGROUND AND TEXT/NUMERAL COLOR TO BE SELECTED BY OWNER/ARCH. FROM MANUFACTURER'S STANDARD COLOR RANGE (HUDDLE ROOM IDENTIFICATION SIGN) SIGNAGE BACKGROUND AND TEXT COLOR TO BE SELECTED BYOWNER/ARCH. FROM MANUFACTURER'S STANDARD COLOR RANGE (MOUNT ADJACENT TO HAND SINK AT LEFT HAND CORNER. CONFIRM TYPE WITH TFM PM.) (MOUNT ADJACENT TO DOOR STRIKE JAMB AT LOCATIONS INDICATED ON G102) PROVIDE "EXIT" LETTERING AS LARGE AS POSSIBLE ON SIGN (W/ WIDTH TO HEIGHTRATIO BETWEEN 3:5 AND 1:1). STOKE-WIDTH-TO-HEIGHT RATIO SHALLBE BETWEEN 1:5 AND 1:10 (MOUNT ADJACENT TO DOOR STRIKE JAMB AT LOCATIONS INDICATED ON SHEET G102) FABRICATE AND INSTALL SIGNAGE PER SPECIFICATIONS SIGNAGE BACKGROUND AND TEXT COLOR TO BE SELECTED BYOWNER/ARCH. FROM MANUFACTURER'S STANDARD COLOR RANGE CONTRASTING SIGNAGE BACKGROUNDAND TEXT/IMAGE COLOR TO BE SELECTED BY OWNER/ARCH. FROM MANUFACTURER'S STANDARD COLORRANGE BRAILLE TEXT 5/8" SIGNAGE TEXT, TYP. 4 1/2" TALL MALE/FEMALE PICTOGRAMS AND 3-1/2" TALL INTERNATIONALSYMBOL FOR ACCESSIBILITY (WITHIN A 6" [MIN.] UNOBSTRUCTED FIELD) (TYP. TOILET ROOM DIRECTIONAL SIGN AT EACH CUSTOMER RESTROOM) (TYP. TOILET ROOM IDENTIFICATION SIGN AT EACH MEN'S ROOM) (TYP. TOILET ROOM IDENTIFICATION SIGN AT EACH WOMEN'S ROOM) CONTRASTING SIGNAGE BACKGROUNDAND TEXT/IMAGE COLOR TO BE SELECTED BY OWNER/ARCH. FROM MANUFACTURER'S STANDARD COLORRANGE BRAILLE TEXT 5/8" SIGNAGE TEXT, TYP. 4 1/2" TALL MALE/FEMALE PICTOGRAMS AND 3-1/2" TALL INTERNATIONALSYMBOL FOR ACCESSIBILITY (WITHIN A 6" [MIN.] UNOBSTRUCTED FIELD) 1" HIGH ROOM NUMBERS, TYP. BRAILLE ROOM NUMBER 5/8" ROOM IDENTIFICATION TEXT, TYP. BRAILLE ROOM IDENTIFICATION TEXT FABRICATE AND INSTALL SIGNAGE PER SPECIFICATIONS TYP. CONTRASTING SIGNAGE BACKGROUND AND TEXT/NUMERAL COLOR TO BE SELECTED BY OWNER/ARCH. FROM MANUFACTURER'S STANDARD COLOR RANGE (TYP. ROOM IDENTIFICATION SIGN) SEE DOOR SCHED. A700 FOR LOCATIONS SIGNAGE DETAILS 60" MAXNOTES: AT CERAMIC TILE ACCENT BAND ONLY: 1. WHERE ACCENT WALL TILE APPEARS SIGNAGE MOUNTING HEIGHT SHALL NOT EXCEED 4'-6". 2. BASELINE OF VISUAL CHARACTERS SHALL BE NOT LESS THAN 48 INCHES A.F.F.60" MAX48" MIN TO 60" MAX48" MIN.60" MAXSHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE12 3 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:19:18 PMACCESSIBILITY STANDARDS G002 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 NO. DATE DESCRIPTION 02/07/22 9" 1' - 6"2' - 0"1' - 6" 6' - 3"3"1' - 6"1' - 4"1' - 6"CW SUPPLY WITH A BFP AT 72" AFF. CONNECTION TO SANITATION AREA CHEMICALS BY TFM VENDOR. HOSE REEL STORAGE ALL SANITATION AREA ACCESSORIES PROVIDED AND INSTALLED BY TFM [W-11] FINISH [F-9] 6" BASE SANITATION AREA ACCESSORIES PROVIDED AND INSTALLED BY TFM VENDOR MOP SINK REF P601 3' - 0" CAULK TOP OF MOP SINK SS FLASHING FROM WALLS TO MOP SINK MOP SINK ELEVATIONS 4"1' - 8"5' - 0"7' - 0"3' - 0" [F-9] 6" BASE [W-11] FINISH MOP SINK REF P601 WET MOP STORAGE 3' - 0"6" 6" 6" 1' - 8"5' - 0"11"1' - 0"1' - 2"1' - 5" SANITATION AREA ACCESSORIES PROVIDED AND INSTALLED BY TFM VENDOR CAULK TOP OF MOP SINK SS FLASHING FROM WALLS TO MOP SINK 4' - 3"1' - 0"4"6' - 3" BROOM/ DUST PAN STORAGE [F-9] 6" BASE [W-11] FINISH ADA SINK/COUNTER ELEVATION TYPICAL ADA SINK/COUNTER SECTIONS3'-5"3'-5"44" MAX.44" MAX.27"/C MIN.34" HEIGHT2'-6"2'-8" 30" MIN.30" MIN. 25" MAX. DEPTH 28" MIN.-34" MAXMAX.1'-0" 6" 1'-0" 6" PAPER TOWEL DISPENSER HANDSOAP DISPENSER DISPENSER LOCATIONS @ BREAKROOM COUNTER TOP COUNTER TOP TYP. SECTION @ ADA SINK NOTE: "/C" MEANS CLEARANCE PAPER TOWEL DISPENSER HANDSOAP DISPENSER TYP. SECTION @ ADA SINK PROVIDE OPTIONAL SKIRT FOR ADAAG COMPLIANCE. REFER TO MILLWORK SHOP DRAWINGS FOR MORE INFORMATION. THREE COMPARTMENT SINK ELEVATION (MEAT/SEAFOOD/POULTRY/BAKERY)SINK HEIGHT3 COMP. SINK FF SANISAVE REFER TO PLUMBING DWGS FOR CONNECTIONS REFER TO PLUMBING DWGS FOR LOCATION OF FAUCET AND HOSE SHELF HEIGHT3'-0" SHELVES SANISAVE 2' - 10"5' AFFTHREE COMPARTMENT SINK ELEVATION (DELI)HAND SINK ELEVATION AT BUMPOUTS (TYP) PAPER TOWEL DISPENSER HANDSOAP DISPENSER DISPENSER HEIGHT4' - 0"FF KNEE PEDAL VALVE ACTIVATE FAUCET LEFT & RIGHT SIDE SPLASH 30" UON CMS/ PRODUCE PREP 3 COMP. SINK FF SANISAVE REFER TO PLUMBING DWGS FOR CONNECTIONS REFER TO PLUMBING DWGS FOR LOCATION OF FAUCET AND HOSE SHELF HEIGHT3'-0" SHELVES SANISAVE SINK HEIGHT2' - 10"5' AFFDISPENSER HEIGHT4' - 0"44" MAX.3' - 5"44" MAX.3' - 5"SCHEDULE D CEILING MAX.2' - 10"HANDSINK HAND SINK ELEVATION (DELI) FF MAX.2' - 10"T.O. WALL4' - 6"1' - 3" 1' - 3" 7" 10" PAPER TOWEL DISPENSER HANDSOAP DISPENSER KNEE PEDAL VALVE ACTIVATE FAUCET LEFT & RIGHT SIDE SPLASH HANDSINK DISPENSER HEIGHT3' - 0"1' - 2" 1' - 6" REFER TO PLUMBING DWGS FOR CONNECTIONS THREE COMP. SINK FF REFER TO PLUMBING DWGS FOR LOCATION OF FAUCET AND HOSE REMOVABLE 16 GAUGE SS PANEL BY TFM METALS VENDOR PLUMBING MANIFOLD BELOW 3 COMPARTMENT SINK. REF 9 -P503 SS WALL CAP BY TFM METALS VENDOR SINK HEIGHT2' - 10"HEIGHT OF WALL4' - 6"SINK ELEVATIONS AND HEIGHTS WALL COUNTER TOP MIN. 8"MIN. C9"MIN. C 11" MIN. C 1'-9" FIXTURE HEIGHTS AND CLEARANCES URINAL SCREENS DIAPER STATION COMPLY WITH THIS CHART, ICC A117.1, AND ADA STANDARDS FOR ACCESSIBLE DESIGN SOAP DISPENSER PAPER TOWEL DISPENSER DIAPER PAD DISPENSER DIAPER DISPENSER/ DISPOSER SANITARY NAPKIN DISPENSER SANITARY NAPKIN DISPOSAL ELECTRIC HAND DRYER ACCESSIBLE URINAL 14" ELONGATED LIP STANDARD URINAL ACCESSIBLE LAVATORY SEAT DISPENSER CHILD SAFETY SEAT INSTALL PLYWOOD BACKING OF REFLECTING SURFACE40" TO BOTTOMCLEAR29"RIM34"AFF2' - 11 1/2"AFF5' - 2"2' - 0 1/2"4' - 0 1/2"AFF4' - 0 1/2"MAX4' - 0"1' - 2"AFF4' - 0 1/2"4' - 0"1' - 0"RIM24"RIM15"AFF4' - 0 1/2"AFF2' - 3"AFF5' - 2 3/4"AFF4' - 0"AFF1' - 3" MINPROVIDE MATCHING SKIRT ON UPPER UNIT HC SINGLE ACCESSIBLE COMBINATION ELECTRIC WATER COOLERS TURNING SPACE CIRCULAR27" MIN.36" MAX43" MAX.HC CLEAR AND LEVEL FLOOR SPACE CLEAR FLOOR SPACE30"48" 17"-25"5' - 0"5' - 0" 1' - 0" 3' - 0" 1' - 0" 3' - 0"2' - 0"TURNARO U N D 5' - 0" ø TURNING SPACE T -SHAPED NOTE: CLEAR SPACE AT LAVATORY AND DRINKING FOUNTAIN MUST BE CLEAR AND LEVEL 9" MIN.27" MIN.36" MAXSHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE12 3 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:19:20 PMACCESSIBILITY STANDARDS G003 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 NO. DATE DESCRIPTION 02/07/22 HUSSMANNQ3.5-SS-6R3-DECK REF. CASE (S.SERV)HUSSMANNQ3.5-SS-4R3-DECK REF. CASE (S.SERV)RHUSSMANN Q3.5-SS-90R 90 DEG WEDGE (S.SERV) RR RR WRA PPING BOARD WRA PPING BOARDWRA PPING BOARD D D D D WRA PPING BOARD DN UP RESIN TANK RECLAIM TANK WATER HEATER 6" HOUSE-KEEPING PADPULL SECT. DISTR. SECT. MCB LSB PG PASS PA PC PB PDS PD PE SC L2 CONT. L2 L1 CONT. L1 COMPRESSOR RACK WATER SOFT- ENER BRM-707 SHEET NOTES 1. ALL EXIT SIGNS AND EMERGENCY LIGHTS ARE SHOWN ON ELECTRICAL DRAWINGS AND WILL BE SUBJECT TO INSPECTION FROM THE FIRE MARSHAL HAVING AUTHORITY PRIOR TO FINAL APPROVALS 2. GC SHALL FURNISH AND PROVIDE FIRE EXTINGUISHERS AND THE APPROPRIATE BLOCKING OR ATTACHMENTS TO THE WALL, COLUMN, OR FIXTURE. REFERENCE SPECIFICATIONS FOR FIRE EXTINGUISHERS. GC SHALL COORDINATE EXACT LOCATION IN THE FIELD PER THE LOCATIONS INDICATED ON THE LIFE SAFETY PLAN. THE GC SHALL ALSO BE RESPONSIBLE FOR SUPPLYING AND INSTALLING ANY ADDITIONAL FIRE EXTINGUISHERS THAT MAY BE REQUIRED. INSPECTION TAGS SHALL BE PROVIDED WITH EACH EXTINGUISHER. 3. REFERENCE COVER SHEET FOR LIFE SAFETY CALCULATIONS. 4. K TYPE FIRE EXTINGUISHERS SHALL BE WITHIN 30 FT OF EACH COOKING APPLIANCE EQUIPMENT WITHIN A HOOD SYSTEM. 5. LOCATION OF EQUIPMENT SHOWN FOR CLARITY PROPOSED IN ORDER TO SHOW LOCAL EGRESS PATH PROGRESSION THROUGH BUILDING. 6. BUILDING TENANT SPACE IS PROTECTED WITH AN EXISTING AUTOMATIC FIRE SPRINKLER SYSTEM. 7. MAINTAIN A MINIMUM OF 3'-0" AISLE WIDTH ON THE SALES FLOOR WHERE MERCHANDISE OR OTHER OBSTRUCTIONS ARE PLACED ON SIDE OF THE AISLE, AND 3'-8" AISLE WIDTH WHEN SUCH OBSTRUCTION ARE PLACED ON BOTH SIDES OF THE AISLE. LEGEND TACTILE EXIT SIGN FIRE EXTINGUISHER E FE K TYPE FIRE EXTINGUISHERFE K TRAVEL DISTANCE100' 32"CLEAR WIDTH AT DOOR EXIT SIGN 1.4 1.4 1 1 2 2 2.1 2.5 2.5 3 3 3.5 3.5 3.9 4 4 5 5 5.4 5.4 6 6 4.4 B B C C D D E E F F G G A A Z Y EXIT 1 EGRESS 94"/.20 = 470 OCCUPANTS EXIT 2 EGRESS 64"/.20 = 320 OCCUPANTS EXIT 3 32"/.20 = 160 OCCUPANTS EXIT 4 EGRESS 32"/.20 = 160 OCCUPANTS DISTANCE TO EXIT = 133'-0"DISTANCE TOEXIT= 93'-2"DISTANCE TO EXIT = 66'DISTANCE TO EXIT = 96'-6"DISTANCE TO EXIT = 63'-4" DISTANCE TO EXIT = 97'-6"DISTANCE TO EXIT = 116'-11" DISTANCE TO EXIT = 131'-4"DISTANCE TOEXIT = 49'-6"FE FE FE FE FE FE FEK 1/3 DIA G ONA L DIST AN CE = 7 6'-1 2 2 8'-1 3/4 "DISTANCE TO EXIT = 156'-11" DISTANCE TO EXIT = 88'-2" DISTANCE TO EXIT = 129'-2"DISTANCE TO EXIT = 102'-3" DISTANCE TO EXIT = 101'-2" UP 4 54.4 Z Y DN REQUIRED EGRESS WIDTH CALCULATIONS NAME AREA OCCUPANT LOAD FACTOR OCCUPANTS WIDTH FACTOR REQUIRED WIDTH (INCHES) ASSEMBLY 325 15 22 0.2 4.4 BACK OF HOUSE 3678 300 12 0.2 2.4 MERCANTILE 16597 30 553 0.2 110.6 PREP 1713 200 9 0.2 1.8 STORAGE 3640 300 12 0.2 2.4 TOTAL 25953 608 0.2 122 PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE12 3 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:19:24 PMLIFE SAFETY PLAN LS1 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1/8" = 1'-0"1 LIFE SAFETY PLAN 1/8" = 1'-0"2 MECHANICAL PLATFORM PLAN NO. DATE DESCRIPTION 02/07/22 SEASONAL MERCH.OUTDOOR SEATING (12 SEATS) EXTERIOR STAIR STEP DISPLAYEXTERIOR STAIR STEP DISPLAYEXTERIOR STAIR STEP DISPLAYEXTERIOR STAIR STEP DISPLAY UMBRELLA MESH ARM CHAIR MESH ARM CHAIRMESH ARM CHAIR MESH ARM CHAIR50ILB UMBRELLA BASE UMBRELLAMESH ARM CHAIRMESH ARM CHAIRMESH ARM CHAIRMESH ARM CHAIR50ILB UMBRELLA BASE UMBRELLA MESH ARM CHAIRMESH ARM CHAIRMESH ARM CHAIRMESH A RM CH A I R 36x58 ADA TABLE UMBRELLA BASE INCLUDED36X36 MESH TABLE36X36 MESH TABLEUP ONLINE PICK UP SPACES NEW CART CORRAL EXISTING CONCRETE CURB EXISTING SCREENING NEW CART CORRAL A002 4 A002 5 EXISTING BUILDING 25,953 S.F. 28'-2 1/2"1'-11"9'-8"4'-1 1/2"7 A002 _______ SLOPE 1% TO OPENING ONLINEPICK UPONLINEPICK UP1' - 0 1/4" 10' - 7"MASONRY TO MATCH EXISTING BUILDING 100' - 0"FI V14' - 3"RECYCLE ENCLOSURE APPROXIMATE EXISTING TRASH ENCLOSURE LOCATION A002 1 EXISTING CONCRETE CURB PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE12 3 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:17:09 PMARCHITECTURAL SITE PLAN A001 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 3/32" = 1'-0" 1 ARCHITECTURAL SITE PLAN 1. INSTALLATION OF RECYCLE ENCLOSURE INCLUDING USED FRY OIL STORAGE CONTAINER PAD AND RECYCLABLES AND CARDBOARD STORAGE AREAS. 2. CONSTRUCTION OF NEW CART CORRALS. 3. INSTALLATION OF NEW OUTDOOR SEATING. 4. INSTALLATION OF ADDITIONAL GREASE INTERCEPTOR IN SERIES WITH EXISTING, REFERENCE CIVIL AND PLUMBING PLANS. 5. INSTALLATION OF NEW METAL LANDING AND STEPS. 6. GC TO VERIFY EXISITNG UTILITIES,SEWER LINES, GREASE INTERCEPTOR, SPOT ELEVATIONS AND ANY UNDERGROUND ITEMS PRIOR TO EXCAVATION. SITE PLAN AREA OF WORK 1. NO ALTERATIONS TO SITE DEVELOPMENT, ROADWAYS, STORM DRAINAGE, PARKING AREAS, CURBS & GUTTERS. 2. NO ALTERATIONS TO LANDSCAPING, IRRIGATION OR HARDSCAPE. 3. NO ALTERATIONS TO PARKING LOT LIGHTING, SITE LIGHTING OR BUILDING LIGHTING. SITE PLAN NOTES 1500 GALLON GREASE INTERCEPTOR TO BE INLINE WITH EXISTING GREASE INTERCEPTOR. REFERENCE PLUMBING PLANS. GC TO VERIFY EXISITNG UTILITIES,SEWER LINES, AND EXISTING GREASE INTERCEPTOR PRIOR TO EXCAVATION. LOCATION MAP NO. DATE DESCRIPTION 02/07/22 1-1/2" SQUARE GALVANIZED TUBE STEEL HANDRAILS WITH SUPPORTS @ 48" O.C. MAX. HANDRAILS ARE TO EXTEND BEYOND THE TOP BOTTOM RISERS AND RETURN TO THE GUARDRAIL OR WALL. 5'-0" 1'-0"2'-6"1'-0"6'-1"5' - 4"5' - 0"WIDTH OF PARKING STALLTO MATCH EXISITING9'-1"6'-0"+/- 1'-6 1/2"2'-3"6"2'-3"14'-0" CART CORRAL SIGNAGE TO BE PROVIDED & INSTALLED BY LL THROUGH TFM'S SIGNAGE VENDOR SLOPE PAD 2-4% SLOPE PAD 2-4% CONCRETE PAD TO BE CONSTRUCTED OF 3" SLAB CONSISTING OF AIR-ENTRAINED CONCRETE MIXTURE AND ANCHORS STAINLESS STEEL PLATE TO BE INSTALLED 1' FROM PARKING LOT EDGE OF CONCRETE PAD STAINLESS STEEL PLATE EMBEDDED ON FACE OF CURB 4' - 0 1/4" +/-STAINLESS STEEL PLATE EMBEDDED ON FACE OF CURB 6" CONCRETE CURB, TYP. EXISTING ASPHALT6"6" CONCRETE CURB WITH #3 AT 18" BOTH DIRECTIONS ON TIED INTO EXISTING ASPHALTA SECTION A (2) #4'S -REFER STRUCTURAL PREMANUFACTURED AND PREFINISHED METAL COPING WITH PREFABRICATED ANCHOR PLATE (MANUFACTURED FINISH TO MATCH EXISTING CAP) TOP OF BRICK REVEAL + 6'-2 5/8" TOP OF MASONRY + 8'-0" A.F.F. TOP OF BRICK REVEAL + 3'-6 5/8" 1/2"1'-0"3'-0"3 1/2"FINISH FLOOR SEE CIVIL GROUT SOLID CALCIUM SILICATE MASONRY UNIT (SOAP COURSE) CELL VENTS WEEP HOLES @16" O.C. STAINLESS STEEL METAL FLASHING MORTAR NET FACE BRICK BRICK HEADER COURSE #5 @ 48" O.C., GROUT CORES SOLID @ REINFORCEMENT LOCATIONS - REFER ALSO STRUCTURAL SEALANT JOINT4"7"+ 1' - 1 11/16" FIRE AND PRESERVATIVE TREATED WOOD BLOCKING/NAILER SEALANT JOINT REINFORCED 8x8x16 CMU BOND BEAM 8x8x16 NOMINAL NORMAL WEIGHT CONCRETE MASONRY UNIT HORIZONTAL REINFORCING, TYP. 1'-1" NEW CONCRTE TICKNESS TO MACTH EXISTING CONDITION. MIN. 8" DRAINAGE FILL COMPACTED EARTH 10x8x16 NOMINAL NORMAL WEIGHT CONCRETE MASONRY UNIT CONCRETE FOOTING REFERENCE 18/S300 MASONRY TO MATCH EXISTING TRASH ENCLOSURE EXISTING EARTH AND CONCRETE AT SIM CONDITION 1/2" EXPANSION MATERIAL 4"8'-0"6"7'-6"10"10"DROP PINS, TYP. ALL GATES 1x8 CEDAR ON STEEL FRAME RECYCLING 1'-1"21'-4" 1'-1" 23'-6" USED FRY OIL STORAGE CONTAINER PAD, GC TO DETERMINE SIZE RECYCLABLES STORAGE CARDBOARD STORAGE A002 211'-10 1/2"5"4" 14'-0" 8 1/2" MIN. CLEAR 12'-6 1/2" 6"x9' STEEL PIPE BOLLARDS EMBED IN CONC. 3' W/6' ABOVE GRADE (TYP.) 6" PIPE CLAMP AT EACH HINGE 3/4" FLOOR PIN W/ 1" SLEEVE IN SLAB, TYP. ALL GATES 8" CMU WALL REINF. W/#5 @ 24" O.C. 3 A002 _______ 3 A002 _______ 3 A002 _______ 6" DIAMETER STEEL BOLLARD, TYP.10"8" 23' - 6" SIM SIM 100' - 0" FF3'-0"1'-1/2" SQUARE GALVANIZED TUBE STEEL @ TOP & BOTTOM RAILS. HORIZONTAL INSERT MEMBERS TO BE 1" SQUARE GALVANIZED TUBE STEEL AND EVENLY SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH ANY OPENINGS. POSTS EVENLY SPACED 48" O.C. MAX ENTIRE STAIR PACKAGE (STAIR LANDING, RISERS, TREADS, STRINGERS, POSTS SUPPORTS, ATTACHMENTS TO CONCRETE FOUNDATION, GUARDRAILS, & BOTH HANDRAILS) ARE TO BE DESIGNED AND PROVIDED BY STAIR FABRICATOR. FINAL FINISHES TO BE UNPAINTED GALVANIZED FINISH. EQUAL TREADS AT 11" MIN. NOSE TO NOSE (F.V.) FIELD VERIFY FIRST FLOOR F.F. FIELD VERIFY EXTERIOR GRADE@ 7" MAX (F.V.)EQUAL RISERS3' - 0"1' - 6" (2) #5 CONT.3" CLR TYP6"3' - 0"1' - 4" CONCRETE FOOTINGS REFERENCE STRUCTURAL PLANS FOR FOOTING DETAILS. REFERENCE STRUCTURAL PLANS FOR FOOTING DETAILS.3' - 0"4 INCH CONCRETE SLAB WITH #3 AT 18" IN EACH WAY DOWL INTO FOOTING3' - 5 1/4"1' - 2 3/4" 8x8x16 NOMINAL NORMAL WEIGHT CONCRETE MASONRY UNIT HORIZONTAL REINFORCING, TYP. MASONRY TO MATCH EXISTING BRICK EXISITNG SIDEWALK FACE BRICK #5 @ 48" O.C., GROUT CORES SOLID @ REINFORCEMENT LOCATIONS - REFER ALSO STRUCTURAL SEALANT JOINT STONE CAP TO MATCH EXISTING MASONRY VENEER (2) #5 CONT. A503 16 3' - 0"1' - 0"4" CONCRETE SLAB WITH #3 AT 18" BOTH DIRECTIONS ON VAPOR BARRIER AND DRAINAGE FILL.3' - 0"4' - 0"3"1' - 0" 6" DIAMETER STEEL PIPE BOLLARD FILL WITH CONC WITH ROUNDED TOP WALL EXISTING PAVING JOINT SEALANT 18" DIAMETER CONCRETE FOOTING PLAN AT WALLBASE MATERIAL REF STRUC SUBBASE/SUBGRADE REF STRUC SLOPE PAINT BOLLARD SAFETY YELLOW PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE12 3 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:17:13 PMARCHITECTURAL SITE PLAN CONT. A002 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1/2" = 1'-0"5 ENLARGED PLAN - EXTERIOR STAIRS 1/4" = 1'-0"4 CART CORRAL ENLARGED PLAN 3/4" = 1'-0" 3 WALL SECTION 3/8" = 1'-0" 2 FRONT ELEVATION 1/4" = 1'-0"1 RECYCLE ENCLOSURE PLAN 1/2" = 1'-0" 6 EXTERIOR METAL STAIR ELEVATION 3/4" = 1'-0"7 CART CORRAL SECTION 1/2" = 1'-0"8 Bollard NO. DATE DESCRIPTION 02/07/22 UP 2 1.4 1.4 1 1 2 2 2.1 2.5 2.5 3 3 3.5 3.5 3.9 4 4 5 5 5.4 5.4 6 6 4.4 B C D E F G A Z 2 2 1 1 2 2 2 3 2 1 1 1 1 2 2 2 3 3 3 3 2 2 2 2 2 2 2 1 2 3 3 3 3 2 1 2 3 2 3 7 7 7 7 7 7 7 7 7 7 7 6 6 6 7 2 8 D1012 9 10 8 10 6 6 6 8 10 9 9 8 D101 6 2 3 3 11 5'-2" 20'-8 1/2"6'-9 1/2"13'-4 1/2"18'-4 1/2"7'-10"DOCK LIFT IS TO BE REMOVED 12 43' - 6 7/8"13 14 15 UP 65' - 0"30' - 0" MECHANICAL PLATFORM STEPS TO BE REMAIN 2 2 LEGEND EXISTING TO REMAIN DEMOLISH EXISTING PORTION OF SLAB THAT IS TO BE DEMOLISHED. DEMOLITION NOTES DEMOLISH COOLER/FREEZER WALLS, CEILINGS, FLOOR, DOORS, AND ASSOCIATED ACCESSORIES. DEMOLISH WALL IN ITS ENTIRETY. PATCH AND REPAIR EXISTING ADJACENT SURFACES TO RECEIVE NEW FINISHES. DEMOLISH DOOR AND FRAME IN ITS ENTIRETY DEMOLISH ANY EXIST SIGNAGE ON, ABOVE, AROUND DOOR AS THIS DOOR WILL BE REMOVED DEMOLISH EXISTING MECHANICAL PLATFORM EQUIPMENT. REFERENCE MEPR PLANS. DEMOLISH EXISTING SLAB AT HATCHED REGION. ENSURE THAT THE COLUMN FOOTINGS ARE NOT DISTURBED. DEMOLISH EXISTING CEILING IN ITS ENTIRETY. DEMOLISH EXISTING BULKHEAD IN ITS ENTIRETY. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 DEMOLISH CEILING MOUNTED DECOR DEMOLISH EXISTING AWNINGS AND LIGHTS IN THEIR ENTIRETY. DEMOLISH EXISTING DOCK SEALS, BUMPERS, AND ASSOCIATED ACCESSORIES IN THEIR ENTIRETY. DEMOLISH EXISTING CONCRETE IN ITS ENTIRETY. DEMOLISH EXISTING SIGNAGE IN ITS ENTIRETY. DEMOLISH INDICATED PORTION OF CMU WALL DEMOLISH ASPHALT AS REQUIRED FOR STAIR FOOTINGS DEMOLITION REQUIREMENTS 1. ALL EXISTING CONDITIONS ARE TO BE REMOVED UNLESS NOTED OTHERWISE. EXISTING CONSTRUCTION SHOWN TO REMAIN, INCLUDING BUT NOT LIMITED TO WALLS, SLAB, ETC. SHALL BE PROTECTED DURING DEMOLITION. DAMAGE TO EXISTING CONSTRUCTION TO REMAIN SHALL BE RESTORED TO MATCH PRE-DAMAGED CONDITION. 2. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR MUST FIELD VERIFY ALL EXISTING MECHANICAL, PLUMBING, AND ELECTRICAL WORK LOCATED IN THE TENANT SPACE WHICH AFFECTS THE ADJACENT TENANT SPACES. 3. WALLS, PARTITIONS, DOORS, FRAMES, AND OTHER ITEMS TO BE REMOVED ARE SHOWN DASHED -REFER TO DEMOLITION PLAN LEGEND FOR FURTHER CLARIFICATION, SERVICES WITHIN WALL, ADD PARTITIONS SHALL ALSO BE REMOVED. EDGES OF WALLS TO REMAIN SHALL BE SAW-CUT OR CLEANLY TOOTHED TO ACCEPT NEW CONSTRUCTION. REPAIR AND PATCH EXISTING WALLS TO REMAIN WHERE EXISTING CONSTRUCTION WILL NOW BE EXPOSED IN THE NEW CONSTRUCTION. 4. PROVIDE ALL NECESSARY SHORING, BRACING, AND SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF STRUCTURE OR ELEMENT TO BE DEMOLISHED, AND ADJACENT STRUCTURE SHOWN TO REMAIN. SHORING AND BRACING SHALL BE DESIGNED BY CONTRACTOR'S PROFESSIONAL ENGINEER LICENSED IN THE APPLICABLE JURISDICTION. 5. PROVIDE TEMPORARY WEATHER PROTECTION AND SECURITY DEVICES DURING INTERVAL BETWEEN DEMOLITION AND REMOVAL OF EXISTING CONSTRUCTION ON EXTERIOR SURFACES AND INSTALLATION OF NEW CONSTRUCTION TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO THE STRUCTURE OR INTERIOR AREAS OF EXISTING BUILDING. 6. EXISTING CONCRETE FLOOR SLABS AND EXISTING STRUCTURAL FRAMING SYSTEMS SHOWN TO BE REMOVED SHALL BE CLEANLY SAWCUT FROM EXISTING CONSTRUCTION. 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A SECURED ENVIRONMENT FOR THE ENTIRE LENGTH OF THE PROJECT. 8. ALL INFILL OR REPLACEMENT WORK SHALL MATCH EXISTING CONDITION IN MATERIALS, CONSTRUCTION AND FINISH UNLESS OTHERWISE NOTED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. 9. COORDINATE WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ALL ADDITIONAL NEW CONSTRUCTION ITEMS NOT SHOWN IN DEMOLITION PLAN. 10. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ALL EXISTING FLOORING, WALLS, STRUCTURE, CEILINGS, STOREFRONT, GLAZING, AND OTHER EXISTING CONDITIONS AS REQUIRED TO PREVENT DAMAGE. 11. IN ALL AREAS WHERE DEMOLITION CAUSES AN UNEVENNESS IN THE FLOOR THE GENERAL CONTRACTOR SHALL PATCH TO LEVEL THE FLOOR SMOOTHLY AND FINISH TO MATCH ADJACENT. 12. THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROTECT THE PROPERTY OF THE LANDLORD AND TENANT. INCLUDING BUT NOT LIMITED TO WINDOW, FLOOR, AND ELECTRICAL AND HVAC. 13. THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROVIDE THE NECESSARY PROTECTION AND LIFE SAFETY AS REQUIRED BY LOCAL STATE AND FEDERAL AUTHORITIES HAVING JURISDICTION DURING THE DEMOLITION AND NEW CONSTRUCTION. 14. THE GENERAL CONTRACTOR SHALL REMOVE ALL WALL CONDUITS NOT BEING REUSED AFTER WALL DEMOLITION INCLUDING SWITCH BOXES, PLATES, BRIDGES, OR ALL OTHER ELECTRICAL/TELEPHONE/DATA EQUIPMENT. 15. UPON COMPLETION OF THE DEMOLITION WORK THE GENERAL CONTRACTOR SHALL PROVIDE A BROOM CLEAN FINISH AT ALL AFFECTED AREAS. 16. REMOVE ALL ELECTRICAL, TELEPHONE, AND DATE CONDUIT TO THE POINT OF SERVICE FOR ALL UNUSED OR ABANDONED CIRCUITS. PATCH AND REPAIR ALL PENETRATION THOUGH EXISTING OR NEW FIRE RATED ASSEMBLIES DUE TO DEMOLITION. 17. EXISTING SLAB THICKNESS IS UNKNOWN. GENERAL CONTRACTOR TO DETERMINE AT DEMO OR PRIOR TO DEMOLITION. GENERAL CONTRACTOR SHOULD CLARIFY THICKNESS ASSUMED IN BID. 18. TENANT SHALL CONFIRM PRIOR TO COMMENCEMENT OF DEMOLITION ANY EXISTING ELEMENTS WITHIN TENANT'S PREMISES SCHEDULED TO BE MODIFIED OR REMOVED THAT MAY SERVICE THE BASE BUILDING OR CO- TENANT'S SYSTEMS. 19. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING. REFERENCE MEPR PLANS. 20. ALL ADJACENT BUILDINGS AND TENANT SPACES SHALL REMAIN IN SERVICE DURING DEMOLITION/CONSTRUCTION. 21. EXISITNG UNDERSLAB CHASES, TUNNELS, DUCTS, ETC ARE TO BE REMOVED WHEN SLAB IS DEMOED. REFERENCE STRUCTURAL AND MEP PLANS FOR ADDITIONAL INFORMATION. Z Y 11 EXISTING TRASH COMPACTOR A 3 12 43' - 4"7' - 4"14 15 4 54.4 Z Y 5 2 DN PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE1234 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:19:13 PMDEMOLITION PLAN D101 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1/8" = 1'-0"1 DEMOLITION PLAN 1/8" = 1'-0"2 LOADING DOCK ELEVATION 1/8" = 1'-0"6 PARTIAL LEFT ELEVATION 1/8" = 1'-0"7 MECHANICAL PLATFORM DEMO PLAN NO. DATE DESCRIPTION 02/07/22 DN UP RESIN TANK RECLAIM TANK WATER HEATER 6" HOUSE-KEEPING PADPULL SECT. DISTR. SECT. MCB LSB PG PASS PA PC PB PDS PD PE SC L2 CONT. L2 L1 CONT. L1 COMPRESSOR RACK WATER SOFT- ENER BRM-707 1.4 1.4 1 1 2 2 2.1 2.5 2.5 3 3 3.5 3.5 3.9 4 4 5 5 5.4 5.4 6 6 4.4 B B C C D D E E F F G G A A Z Y A201 5 2 3 4 WELLNESS ROOM 406 RESTROOM 407 RESTROOM 408 BREAK ROOM 405 BULK COOLER 305 COLD COOKED PREP 311 KITCHEN 312 OFFICE 400 MEN'S R.R. 402 WOMEN'S R.R. 401 INSTACART 404 CLOSET 403 MEAT & SEAFOOD COOLER 303 BAKERY DELI GROCERY FREEZER 307 ICE CREAM FREEZER 306 MEAT & SEAFOOD FREEZER 308 ELECTRICAL ROOM 501 MEAT & SEAFOOD PREP 304 DAIRY COOLER 300 BAKERY PREP 302 BAKERY COOLER 301 SCULLERY 309 COLD COOKED COOLER 310 PRODUCE PREP 313 PRODUCE COOLER 314 FLORAL COOLER 316 FLORAL PREP 315 FIRE RISER 503 BEER AND WINE SALES 107 16'-6" 21'-6" 3'-0"17'-0" 20'-0" 20'-0" 20'-0" 20'-9" 20'-9" 13'-0" 13'-6" 186'-0"24'-7"16'-5"41'-0"25'-0"24'-0"1'-0"9'-0"2'-0"143'-0"GROCERY SALES 109 FROZEN SALES 110 DAIRY SALES 111 BAKERY SERVICE AISLE 112 BULK/COFFEE/CANDY SALES 108 FLORAL SALES 114 PRODUCE SALES 113 DELI PREP 202 MEAT SERVICE AISLE 203 FRONT END CHECKOUT AREA 101 A402 1 A401 2 1 1/2"12'-8 1/2"14'-0" 9'-0 1/2"8'-7 1/2"8'-8 1/2" 14'-11"9'-2"6'-0 1/2"2'-5"5'-4 1/2"111 408407 406 202 400401 402 100D 100C 100B 315 C22 C21 C20 C19 C17 C16 C15 C14 C13 112 503 502B C11C10 C8 C9 C7 C6 C4C3 C2 C5 A6 5'-6 1/2"1'-4"ENTRY/EXIT VESTIBULE 100 RECEIVING 502 BOH 500 BOH CORRIDOOR 504 A200 3 A200 2 A200 4 500 A6 C3 C3 ALIGN WALL WITH EXISTING WALL A6 4'-4" A102 1 A400 12 A400 11 A400 10 A400 9 RESTROOM COORIDOR 409 502A 502C IT 413 413 C1 A002 6 14 A503 _______ 2 A501 _______ A500 3 10'-11 1/2"1'-0"2'-9" 403 A400 1 A401 4 2 3 A503 9 501 7 A002 _______ A400 8 A101 2 A101 1 100A A401a 6 A500 3 A500 3 A500 3 A500 3 A500 3 A500 3 MOP SINK 414 A3 UP EXIT VESTIBULE 100A C12 C6 C3 C6 C6 C6 4 54.4 Z Y EXISTING ROOF ACCESS LADDER DN LEGEND PARTITION, REF TAGS COOLER PANEL INSULATION CMU WALL PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE12 3 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:17:17 PMFLOOR PLANS A100 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1/8" = 1'-0"1 FIRST FLOOR PLAN KEYNOTE LEGEND 1. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITHOTHER TRADES. 2. REFER TO A111 FOR INTERIOR SHEATHING OF EXTERIOR WALLS AND PARTITIONS. 3. THE G.C. SHALL BE RESPONSIBLE FOR SUPPLYING AND INSTALLING THE FIRE EXTINGUISHERS AND THE APPROPRIATE BLOCKING WITHIN THE WALL CAVITY. THE ACCEPTABLE MFRS. OF THESE FIRE EXTINGUISHERS ARE AS LISTED IN THE SPECIFICATIONS. THE G.C. SHALL COORDINATE EXACT LOCATION IN THE FIELD WITH THE FRESH MARKET CONSTRUCTION SUPERVISOR AND PER THE LOCATIONS INDICATED ON THE LIFE SAFETY PLAN. THE G.C. SHALL ALSO BE RESPONSIBLE FOR SUPPLYING AND INSTALLING ANY ADDITIONAL FIRE EXTINGUISHERS THAT MAY BE REQUIRED BY THE LOCAL FIRE MARSHAL AND APPLICABLE CODES. INSPECTION TAGS SHALL BE PROVIDED WITH EACH EXTINGUISHER. 4. THE INTENSION OF THE FRESH MARKET IS TO COMPLY WITH ALL REQUIREMENTS SET FORTH IN THE AMERICANS WITH DISABILITY ACT. IF THERE ARE ANY ADDITIONAL REQUIREMENTS FOR FULL COMPLIANCE WITH ADA CODES THAT ARE NOT INCLUDED IN THESE PLANS, IT WILL BE THE RESPONSIBILITY OF THE G.C. TO PROVIDE IMMEDIATE NOTIFICATION TO THE ARCHITECT. 5. ALL DIMENSIONS SHALL BE THOROUGHLY COORDINATED WITH COOLER FLOOR PLAN DIMENSIONS PRIOR TO CONSTRUCTION OF NEW GYPSUM PARTITIONS. 6. G.C. IS RESPONSIBLE FOR ALL CUTTING AND PATCHING OF PENETRATIONS MADE BY TRADES UNDER THEIR CONTROL, WITH THE EXCEPTION OF THE REFRIGERATION CONTRACTOR WHO IS RESPONSIBLE FOR PATCHING THEIR OWN PENETRATIONS. 7. BRACE WALLS IN DIRECTION OPPOSITE CUSTOMER VIEW. 8. G.C TO PROVIDE IN-WALL BLOCKING BEHIND ALL WALL MOUNTED ITEMS - SHELVING, BABY CHANGING STATIONS, WALL DESKS, AND DOOR KNOB DAMAGE AREAS. 9. ALL DIMENSIONS ARE TO FACE OF STUDS, COLUMN CENTER LINES, OR NOMINAL FACE OF MASONRY, UNLESS NOTED OTHERWISE. 10. THE G.C. SHALL GROUT THE GAP BETWEEN THE WALK-IN FREEZERS/COOLERS AND THE EDGE OF THE DEPRESSED SLAB. 11. G.C. TO IS RESPONSIBLE TO PROVIDE ALL SUBSTRATE MATERIAL ENQUIRED BEHIND FINISHES. 12. ALL SURFACES MUST BE SMOOTH AND SEALED, WALL AND FLOORS MUST BE FREE OF DIVETS, DENTS, AND DEFECTS, ETC. 13. ALL INSULATION MATERIAL SHALL BE INSTALLED IN COMPLIANCE WITH THE FRAME SPREAD RATING SMOKE DENSITY REQUIREMENTS OF LOCALLY ADOPTED CODE. 14. THE G.C. SHALL BE RESPONSIBLE FOR HANGING TWO CARE LIABILITY SIGNS ON THE FRONT WALL OF THE STORE. THE BOTTOM OF EACH SIGN SHALL BE MOUNTED 6'-0" A.F.F. SIGNS TO BE PROVIDED BY THE FRESH MARKET. GENERAL NOTES 1/8" = 1'-0"2 MECHANICAL PLATFORM 1. WRAP COLUMNS AT SALES FLOOR WITH M1 UP TO 4'-0" AF.F. PAINT COLUMN W4 FROM 4'-0" A.F.F. TO DECK. 2. 6'-0" BY 12" PVC MOUNTED TO COLUMN FROM WIRE BALER WIRE TIES. 3. GC. TO COORDINATE BLOCKING REQUIREMENTS FOR WINE MILLWORK WITH TFM MILLWORK VENDOR. NO. DATE DESCRIPTION 02/07/22 UP A3 10'-6" 3'-7"21'-6 1/2" 111 3'-7 1/2" 6'-10 1/2" 5'-7 1/2" 8'-3 1/2" 27'-7" 7'-0"8'-2" 6'-10" 6'-9" 15'-0 1/2" B6 B6 20'-1 1/2" 2'-0" BREAK ROOM 405 DAIRY COOLER 300 BAKERY COOLER 301 BAKERY PREP 302 BAKERY DELI GROCERY FREEZER 307 MEAT & SEAFOOD FREEZER 308 ICE CREAM FREEZER 306 B3 10'-6" B3 10'-6" A401 3 12'-9 1/2"4'-9"A502 1 A502 2 A401 1 A502 2 1 A500 _______2'-6 1/2"3'-0"6'-3 1/2"C7 C6 C5 C2 C3 C4 500 A503 811'-3"6'-0 1/2"10'-10"25'-1" 7'-1" 17'-1 1/2" 7'-0" 8'-5 1/2"6'-9 1/2" 15'-0" 3" AIR GAP1'-0"C3 10'-6" A502 1 A502 1 A502 19'-11"4'-5"14'-0 1/2"4'-5"MOP SINK 414WELLNESS ROOM 406 RESTROOM 407 RESTROOM 408 IT 413 BULK COOLER 305 C1 5 A502 _______ 5 A502 _______5 A502 _______4 A3 10'-6" 5 A502 _______ 5 A502 _______ 5 A502 _______ A502 1 6" A401a 2 5 4 3 5 A109 _______ 3' - 11 3/4"7' - 5 5/8" 8' - 6 1/4" 22' - 6 3/4" A402 10 A503 3 DOWN 21'-11" 45'-0" 3'-4 1/2"10'-6"2'-3 1/2"3'-6 1/2"11'-2 1/2" 3'-4 1/2" 6'-2 1/2" 4'-5"C9 C8 C10 C11 502B 502C 503 A6 MEAT & SEAFOOD PREP 304 MEAT & SEAFOOD COOLER 303 RECEIVING 502 ELECTRICAL ROOM 501 BOH 500 FIRE RISER 503 BOH CORRIDOOR 504 A502 4 3 A109 _______ 6'-2"16'-9" 13'-8 1/2"3'-5 1/2"5'-11 1/2" A503 1 16'-0"4'-4"9'-4" 10'-3" 5'-6" A503 1 C3 C6 C3 C6 C3 WINDOW PROVIDED BY WALK-IN BOX VENDOR. REFERENCE A502. TYP. W1 W2 W3 A3 3'-6"ALIGN NEW WALL AND FINISH TO BE FLUSH WITH EXISTING WALL. 1 TYP 2 TYP 2 TYP 5 A502 _______5 A502 _______ 5 A502 _______ A502 10 502A 501 ACCESS OPENING A502 1 6" A503 3 A503 3 6' TUBE FOR BAILING WIRE TO BE SECURED TO WALL BEHIND THE BAILER. A503 3 A503 3 A401a 6 - --- _______ UP 6"NEW LIFT BY SUPERIORLIFTS, CONTACT KEVIN MANLEY 386-677-0004 A503 3 GENERAL NOTES A. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITH OTHER TRADES. B. ALL DIMENSIONS ARE TAKEN FROM OUTSIDE FACE OF COOLER PANELS TO COLUMN CLs, TO THE FACE OF STUDS, GRID LINES OR TO NOMINAL FACE OF MASONRY UNLESS OTHERWISE NOTED. FIELD VERIFY ALL DIMENSIONS. C. WHEN INSTALLING THE BOXES, COOLER MANUFACTURER SHALL PROVIDE THE FOLLOWING CLEARANCES: 3" MIN. CLEARANCE BETWEEN COOLER AND ALL WALLS AND/OR CASES, 6" MIN. CLEARANCES BETWEEN FREEZER AND ALL WALLS AND/OR CASES. D. PRE-FABRICATED WALL PANELS BY COOLER MANUFACTURER. COOLERS, FREEZERS, AND PREP BOXES SHALL BE INSTALLED PER COOLER MANUFACTURER'S STANDARD DETAILS. SEE RESPONSIBILITY SCHEDULE FOR SCOPE OF WORK. E. INSULATED GLAZING IN COOLER WALL PROVIDED AND INSTALLED BY COOLER MANUFACTURER, REFER TO INTERIOR ELEVATIONS AND SCHEDULE THIS SHEET. F. ALL FREEZER DIMENSIONS TO BE FIELD VERIFIED BY FREEZER MFR TO ENSURE ACCURATE PLACEMENT OF THERMAL BREAK. G. GC TO COORDINATE AND CONFIRM, THE SPRINKLER HEAD LOCATIONS INSIDE COOLER/FREEZER/PREP BOXES AVOID ROOF PANEL JOINTS, WALL BRACING AND FAN COILS. DO NOT INSTALL SPRINKLER HEADS DIRECTLY IN FRONT OF THE AIR BLAST FROM THE FAN COILS. H. GC TO COORDINATE BOX INSTALLATION AND LAYOUT WITH COOLER MANUFACTURER'S SHOP DRAWINGS AND WORK OF ALL TRADES. I. GC TO INSTALL METAL FLASHING BETWEEN ALL WALK- IN FREEZERS/COOLERS AND ADJACENT WALLS. SEE RESPONSIBILITY ITEM 11. J. GC TO COORDINATE WITH BOX MANUFACTURER FOR ACCEPTABLE MEANS OF SECURING METAL STUDS TO TOP OF COOLER INDICATED ON PLANS. K. REFERENCE ELEVATITIONS AND FINISH SCHEDULE FOR FINISHES. L. REFER TO A503 FOR ENDS AND OUTSIDE CORNERS OF STOCKROOM WALLS. LEGEND PARTITION, REF TAGS COOLER PANEL INSULATION CMU WALL SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:17:20 PMCOOLER / FREEZER FLOOR PLANS A101 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1/4" = 1'-0"2 ENLARGED BACK OF HOUSE PLAN 1/4" = 1'-0"1 ENLARGED BACK OF HOUSE PLAN 1. STAINLESS STEEL METAL WRAP BY TFM METAL VENDOR 2. OMIT COOLER PANEL'S TOP TRIM AT LOCATIONS WHERE SUBSTRATE OR WALL FINISH IS DIRECTLY APPLIED. 3. PROVIDE A 3'X4' WIRE MESH DOOR ABOVE COOLER, REFERENCE FOR 5/A502 MORE INFORMATION. 4. PROVIDE 5/8" PLYWOOD AT B.O.H. OFFICE. ENTIRE COOLER WALL NEEDS TO BE COVERED IN PLYWOOD. KEY NOTES NO. DATE DESCRIPTION 02/07/22 FIRE RISER 503 SCULLERY 309 COLD COOKED COOLER 310 COLD COOKED PREP 311 KITCHEN 312 BOH CORRIDOOR 504 PRODUCE COOLER 314 PRODUCE PREP 313 FLORAL PREP 315 FLORAL COOLER 316 3"5'-9"8'-9 1/2"5'-6"49'-4"10"6'-8"13'-1 1/2"13'-10"7 1/2"9'-6 1/2"17'-4 1/2"3 1/2"18'-2"7 1/2"22'-3 1/2"14'-7"4'-5 1/2"13'-0"5'-1 1/2"5'-4 1/2"22'-6"3'-0"10'-9 1/2"4'-7 1/2"5'-0 1/2" 8'-3 1/2" 11'-0 1/2" 2'-2 1/2" 8'-10 1/2"2'-10 1/2" 6'-9 1/2" 5'-11 1/2" 2'-11" 3'-8 1/2"5'-11 1/2" 6'-6 1/2" 3'-11 1/2" 1'-1"9'-0" 2'-5 1/2" 7'-7" 3'-5" 1 A109 _______ 2 A109 _______ 2 A501 _______ A64'-2" A6 4'-2" C6 A6 A6 A6 A6 A6 A3 10'-6" A3 10'-6" A3 10'-6" A3 10'-6" A3 10'-6" C310'-6" C310'-6" A3 10'-6" 7'-6" 3'-5" 7'-10 1/2"9 1/2" 3'-6" 7'-5 1/2" 22'-5 1/2" 8 1/2"4'-11" 2'-4"4'-2"14 A503 _______ 6'-2 1/2" 13'-4 1/2" A503 3 A503 3 A503 3 A503 3 A503 3 A503 3 A503 7 A503 7 A503 3 5 A502 _______0"6"5 A502 _______ 3'-0" 6"6" 5 A502 _______ A503 3 C12 503 112 C13 C15 C14 C16 C17 C19 C20C21 C22 315 COUNTERSINK NUT AND WASHER 1 1/2" 4x OAK THRESHOLD AT DOORWAYS ONLY -OAK WIDTH SHALL MATCH PANEL THICKNESS (4) 3/8" x1" x 8" THREADED HOOKED AB WITH WASHER -TYP AT ALL 1/2" PLYWOOD ON ALL COOLERS & FREEZERS -TYP ON BACKROOM SURFACES PREFABRICATED COOLER AND FREEZER PANELS BY OTHERS CONCRETE FLOOR SLAB CONCRETE CURB 6" RIGID INSULATION (PER SPEC) WITH SHIPLAP JOINTS - STAGGER JOINTS OF EACH LAYER, TYP - MINIMUM R-VALUE OF R-28 CONC FLOOR SLAB ON RIGID INSULATION DOOR THRESHOLD DETAIL AT MEAT COOLER & FREEZERS ONLY CONCRETE FLOOR SLAB CONCRETE FLOOR SLAB - REF STRUC PANEL THICKNESS VARIES - MATCH BLOCKING TO PANEL 4" 6" 4" VAPOR BARRIER, REF SPECS DOWELS, REF STRUCDOWELS, REF STRUC VAPOR BARRIER (2) CONT 2x12's SPIKED TOGETHER AROUND PERIMETER OF FREEZER BOX WALLS - SHIM AT BOTTOM TO MAKE BLOCKING FLUSH WITH SLAB - ALL BLOCKING TO BE PRESSURE TREATED SAW CUT NOTCH ACROSS DOOR OPENING FOR HEATER CONDUIT COORDINATE WITH REFRIG CONTRACTOR SAW CUT NOTCH ACROSS DOOR OPENING FOR HEATER CONDUIT CORD WITH REF. CONTRACTOR TYPE A: DETAIL TYPICAL AT WALLS ADJACENT TO OTHER WALLS TYPE B:DETAIL TYPICAL AT WALLS FACING THE BACK OF HOUSE DETAIL AT DOOR THRESHOLD PREFABRICATED COOLER AND FREEZER PANELS TFM WALK-IN BOX VENDOR EXISTING EXTERIOR WALL 6" RIGID INSULATION (PER SPEC) WITH SHIPLAP JOINTS -STAGGER JOINTS OF EACH LAYER, TYP - MINIMUM R-VALUE OF R-28 CONCRETE FLOOR SLAB ON RIGID INSULATION CONCRETE FLOOR SLAB -REF STRUC4" 6" 4" VAPOR BARRIER 6" MIN INSIDE COOLER BOX ADJACENT SPACE PREFABRICATED COOLER PANELS BY TFM VENDOR SLOPED CONCRETE FLOOR SLAB, REFERENCE STRUCTURAL DOOR THRESHOLD DETAIL AT COOLER ONLY DOWELS, REFERENCE STRUCTURAL INSIDE COOLER BOX REFERENCE PLAN 3" MIN POROUS FILL, REFERENCE STRUCTURAL PLANS EXISTING CMU WALL ADJACENT SPACE PREFABRICATED COOLER PANELS BY TFM VENDOR SLOPED CONCRETE FLOOR SLAB, REFERENCE STRUCTURAL POROUS FILL, REFERENCE STRUCTURAL PLANS DOOR THRESHOLD DETAIL AT MEAT COOLER & FREEZERS ONLY DOWELS, REFERENCE STRUCTURAL INSIDE COOLER BOX INSIDE COOLER BOX PLYWOOD ON ALL COOLERS & FREEZERS -TYP ON BACKROOM SURFACES PREFABRICATED COOLER PANELS BY TFM VENDOR SLOPED CONCRETE FLOOR SLAB, REFERENCE STRUCTURAL POROUS FILL, REFERENCE STRUCTURAL PLANS DOOR THRESHOLD DETAIL AT MEAT COOLER & FREEZERS ONLY DOWELS, REF STRUC INSIDE COOLER BOX OUTSIDE COOLER BOX GENERAL NOTES A. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITH OTHER TRADES. B. ALL DIMENSIONS ARE TAKEN FROM OUTSIDE FACE OF COOLER PANELS TO COLUMN CLs, TO THE FACE OF STUDS, GRID LINES OR TO NOMINAL FACE OF MASONRY UNLESS OTHERWISE NOTED. FIELD VERIFY ALL DIMENSIONS. C. WHEN INSTALLING THE BOXES, COOLER MANUFACTURER SHALL PROVIDE THE FOLLOWING CLEARANCES: 3" MIN. CLEARANCE BETWEEN COOLER AND ALL WALLS AND/OR CASES, 6" MIN. CLEARANCES BETWEEN FREEZER AND ALL WALLS AND/OR CASES. D. PRE-FABRICATED WALL PANELS BY COOLER MANUFACTURER. COOLERS, FREEZERS, AND PREP BOXES SHALL BE INSTALLED PER COOLER MANUFACTURER'S STANDARD DETAILS. SEE RESPONSIBILITY SCHEDULE FOR SCOPE OF WORK. E. INSULATED GLAZING IN COOLER WALL PROVIDED AND INSTALLED BY COOLER MANUFACTURER, REFER TO INTERIOR ELEVATIONS AND SCHEDULE THIS SHEET. F. ALL FREEZER DIMENSIONS TO BE FIELD VERIFIED BY FREEZER MFR TO ENSURE ACCURATE PLACEMENT OF THERMAL BREAK. G. GC TO COORDINATE AND CONFIRM, THE SPRINKLER HEAD LOCATIONS INSIDE COOLER/FREEZER/PREP BOXES AVOID ROOF PANEL JOINTS, WALL BRACING AND FAN COILS. DO NOT INSTALL SPRINKLER HEADS DIRECTLY IN FRONT OF THE AIR BLAST FROM THE FAN COILS. H. GC TO COORDINATE BOX INSTALLATION AND LAYOUT WITH COOLER MANUFACTURER'S SHOP DRAWINGS AND WORK OF ALL TRADES. I. GC TO INSTALL METAL FLASHING BETWEEN ALL WALK- IN FREEZERS/COOLERS AND ADJACENT WALLS. SEE RESPONSIBILITY SCHEDULE NOTE 11. J. GC TO COORDINATE WITH BOX MANUFACTURER FOR ACCEPTABLE MEANS OF SECURING METAL STUDS TO TOP OF COOLER INDICATED ON PLANS. K. REFERENCE ELEVATIONS AND FINISH SCHEDULE FOR FINISHES. L. REFER TO A503 FOR ENDS AND OUTSIDE CORNERS OF STOCKROOM WALLS. KEY NOTES 1. STAINLESS STEEL METAL WRAP BY TFM METAL VENDOR 2. OMIT COOLER PANEL'S TOP TRIM AT LOCATIONS WHERE SUBSTRATE OR WALL FINISH IS DIRECTLY APPLIED. 3. PROVIDE A 3'X4' WIRE MESH DOOR ABOVE COOLER, REFERENCE 2/A502 FOR MORE INFORMATION. 4. PROVIDE 5/8" PLYWOOD AT B.O.H. OFFICE. ENTIRE COOLER WALL NEEDS TO BE COVERED IN PLYWOOD. LEGEND PARTITION, REF TAGS COOLER PANEL INSULATION CMU WALL PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE123 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:17:23 PMCOOLER / FREEZER FLOOR PLANS A102 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1/4" = 1'-0"1 ENLARGED PRODUCE, KITCHEN, FLORAL & COOLER PLAN 1/2" = 1'-0"5 INSULATED FLOOR SECTION 1/2" = 1'-0"4 FREEZER INSULATED FLOOR SECTION 1/2" = 1'-0"3 COOLER SECTION EXTERIOR WALL 1/2" = 1'-0"2 INSULATED FLOOR SECTION NO. DATE DESCRIPTION 02/07/22 C.P.B/CDOUBLECOMBI12GC/OSUSHI 12' CMS SALADS H H H H DELI CHEESE DISPLAY TC TC R CARVING HOT PICKUP 34" AFF SOUP MTO SALADS PREPARED SPECIALTY SALADSORDER F R R H R N H H H H R H 20' CHEESE DISPLAY GREENSDISPLAYHUSSMANNQ3.5-SS-6R3-DECK REF. CASE (S.SERV)HUSSMANNQ3.5-SS-4R3-DECK REF. CASE (S.SERV)RHUSSMANN Q3.5-SS-90R 90 DEG WEDGE (S.SERV) 6'-0"6'-0"8'-10"6'-0"6'-0"6'-0"4'-6" TYP 3'-0"2'-8"3'-0"6'-3"8'-10"6'-0"6'-0"3'-0"8'-2"8'-0"8'-0"6'-0" 3'-0"8'-7"6'-0"3'-0"6'-0"6'-0"3'-0"3'-0" 6'-0" 6'-0" 6'-2" 8'-8" 3'-0" 3'-10" 6'-0" 6'-0" 3'-8" 6'-10"8'-0"5'-0" 3"8'-0"8'-0"6'-0"6'-0"6'-0"7'-9"11'-8"5'-8" 2'-6" 6'-10" 5'-6"6'-0"6'-0"4 '-6"4'-7"9'-5"3'-0"4'-5" 3'-5"4'-3"5'-0"8'-0"8'-0"6'-10" 3'-0" 9'-0" 6"7'-0" 9'-6"6'-0"EQ.EQ.5'-0"5'-7"9'-1" 7'-2" 4'-4" 1'-6"6'-0"5'-0"38x26x42UTILITY CART RR RR LED BUG LIGHTEXTERIOR STAIR STEP DISPLAYEXTERIOR STAIR STEP DISPLAYEXTERIOR STAIR STEP DISPLAYSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSHELVING SPICE RACK(1) CABINET, CUSTOM SIZE(1) CABINET, CUSTOM SIZE(1) CABINET, CUSTOM SIZEPIZZA CRUST DISPLAYBAGGED ICE CHEST MOTORIZED WHEELCHAIRMAG LANE BLOCKER 60x20x60 FIXED SHELVING UNIT 60x20x60 FIXED SHELVING UNIT REF. VA LAN CE DIGITAL SCALEREF. CASE (SEMI-SC)REF. CASE (SEMI-SC)REF. CASE (SEMI-SELF CONTAINED) SOLID SURFACE TOP 1 4x48 SS STORAGE DISH CABINET - SLDG DRS SOLID SURFACE TOP BAXTER DOUBLE RACK OVEN DOUBLE WIDE PROOFER PAN RACK-1 2 SPACEPAN RACK-1 2 SPACEPAN RACK-1 2 SPACEPAN RACK-1 2 SPACE LED BUG LIGHT 24X48 STAINLESS TABLE, LS/BS DIGITAL SCALEM E A T C U B E R /TE N D E R I Z E R HA N D-W RA P ST A TI ON MEAT SAW 60x30 SS TA BLE w/BS, LS& P OLY T OP 3 COMP. SINK w/2-36" DB 1 COMP PREP SINK w/R-30" DBLARGE MEAT GRINDER (MEAT)60x21 x72 CANTILEVER60x21 x72 CANTILEVER48x20x72 CANTILEVER60x20x1 2 DUNNAGE RACK 60x20x1 2 DUNNAGE RACK 48x20x72 CANTILEVERS M A LL M E A T G R I N D E R ( C H I C K E N ) 48x20x60 FIXED SHELV ING U NIT 36x20x72 CANTILEVER48x20x60 FIXED SHELV ING U NIT LED BUG LIGHT60x21 x72 CANTILEVER48x20x72 CANTILEVER48x20x72 CANTILEVER 60x21 x72 CANTILEVER HAN D PA LLET JACKHAND PALLET JACK LED BUG LIGHT N EST IN G TABLES ( PLA NT SET) NEST ING TA BL ES ( PLA NT SET) 67x25 CANDY JAR DISPLAY67x25 CANDY JAR DISPLAY40x25 CANDY JAR DISPLAY40x25 CANDY JAR DISPLAYDEPT. DESK2 DRA WER V ER T IC AL FIL E96x24x72 BACKROOM SHELVING96x24x72 BACKROOM SHELVING96x24x72 BACKROOM SHELVING48x24x72 BA CKROOM SHELV ING 48x24x72 BA CKROOM SHELV ING 48x24x72 BA CKROOM SHELV ING EXTERIOR STAIR STEP DISPLAY48x20x72 CANTILEVEROLIVE BAR (SELF-CONTAINED)48x24x72 BACK ROOM SHELVIN G NESTING TABLES (ORCHID SET)REACH-IN 2-DOOR REFRIGERATORREACH-IN 1 -DOOR FREEZER 1 -DR_HO T HOLDING CABINET48 CHROME WIRE SHELVINGDIAPER CHANGING STATIONDIAPER CHANGING STA TION 1 5x1 8 2-DRAWER VERTICAL FILE (CASTERS) 48x20x72 CANTILEVER48x20x72 CANTILEVER30x72 SS TABLE w/BS,LS& POLYTOP30x72 SS TABLE w/BS,LS& POLYTOP48x20x60 FIXED SHELVING UNIT60x20x60 FIXED SHELVING UNIT60x20x60 FIXED SHELVING UNIT60x20x60 FIXED SHELVING UNIT48x20x60 FIXED SHELVING UNITREF. VALANCEREF. VALANCEREF. VALANCEREF. VALANCE1 COMP PREP SINK w/R-30" DB3 COMP. SINK w/2-36" DBPIN EA PPLE CO RER CRISPING RACKTABLE TOP WRAPPERDIGITAL SCALE60x21 x72 CANTILEVER60x21 x72 CANTILEVER48x20x72 CANTILEVER60x21 x72 CANTILEVER48x20x72 CANTILEVER96x24x72 BACKROOM SHELVING DEPT. DESK2 DR A W E R V E R T I C A L F I L E NEST ING TA BL ES ( PLA N T S ET)WRAP STATION1 20cm CENTER RACK60x21 x72 CANTILEVER60x21 x72 CANTILEVER60x21 x72 CANTILEVERQUADREF. VALANCEMOBILE BREADING STATION1 4x48 SS STORAGE DISH CABINET - SLDG DRS TRASHCANTRASHCAN REF. VALANCE24X48 STAINLESS TABLE, LS/BS 24x60 SS TABLE w/BS,LS & POLYTOP96x24x72 BACKROOM SHELVING48x20x72 CANTILEVER60x21 x72 CANTILEVER24x60 SS TABLE w/BS,LS & POLYTOPHALF BARREL DISPLAYUMBRELLA ME SH A RM CH AI R MESH ARM CHAIRME SH A RM CH AI R MESH ARM CHAIR30x30 ICE B IN w / 2" INSERT ( A S PARAGUS ) 30x30x40 . 5 IC E BIN W / 8" INSERTDEPT. DESK2 DR A W E R V E R T I C A L F I L E 36x 24 x24 E Q U IPMEN T S TA ND BALER (RIGHT HINGED)24x21 .5 L INEN B INS 24x21 .5 L INEN B INSSMOCK RACK2 DRAWER VERTICAL FILEDEPT. DESKICE MAKER36x1 8x72 S TEEL STORAGE CAB INET 36x1 8x72 S TEEL STORAGE CAB INET 36 x1 8x72 S TEEL STORAGE CAB INET REF. VALANCE MIXER MICROWAVE SMARTWALL UNIT, 2 SHELVESEURO TABLE OB STYLE (LEFT)EURO TABLE OB STYLE (RIGHT)30x 1 4 x 25. 5 B I N 30x 1 4 x 25. 5 B I N72x24 ENDCAP OB STYLEEURO TABLE OB STYLE (LEFT) EURO TABLE OB STYLE (RIGHT)72x24 ENDCAP OB STYLEMIDDLE T O P S H E L F ( M R T )MIDDLE TOP SHELF (MRT)SL A N T RI S ERSL A N T RISERSL A N T RI S ERSL A N T RI S ERSL A N T RISERSLA N T RISER SC RE F ' G B E R RY BINSC REF'G BERRY BINSC REF'G BERRY BINSC REF'G BERRY BINSC RE F ' G BERRY BINSC REF'G BERRY BINSC REF'G BERRY BINSC REF'G BERRY BIN67 x 2 5 C A N D Y B A R DISPLAY 68IN (ENDCAP) NUT GRINDER50I LB U MBRE LL A BA SE U MBREL LA MESH ARM CHAIRMESH ARM CHAIRMESH ARM CHAIRMESH ARM CHAIR50I LB U MBRE LLA BA SE U MBREL LA MESH ARM CHAIRMESH ARM CHAIRMESH ARM CHAIRMESH ARM CHAIR36x58 ADA TABLE UMBRELLA BASE INCLUDED1 COMP SINK w/NO DB REF. VALANCEREF. VA LANCE SC RE F ' G B E R RY BINSC REF'G BERRY BINREF. VALANCEDIGITAL SCALEDIGITAL SCALEDIGITAL SCALEDIGITAL SCALEMISTING SYSTEMREF. VALANCEREF. VALANCEREF. VALANCENESTING TABLES (ORCHID SET)48x20x60 FIXED SHELVING UNITPAN RACK-1 5 SPACE48x20x60 FIXED SHELVING UNITPAN RACK-1 5 SPACEPAN RACK-1 5 SPACEPAN RACK-1 5 SPACEREF. N ARROW IN-LINE CASE (SELF-SERVICE)AN T IQU E CABINET I REF. NARROW END CASE (SELF-SERVICE)36X36 MESH TABLE36X36 MESH TABLESQ U ARE CANDY END DISPLAYSQUARE CANDY END DISPLAYDIGITAL SCALE48x30 SS TABLE+POLYTOP LS/BS48x30 STAINLESS TABLE, LS/BS48x20x60 FIXED SHELVING UNIT 60x21 x72 CANTILEVER 60x21 x72 CANTILEVER BR EAD SLICER 30x60 30H ST AINLESS, LS/BS48x20x60 FIXED SHELVING UNIT48x24x72 BACK ROOM SHELVIN G 48x24x72 BA CKROOM SHELV ING 36x1 8x72 STEEL STORAGE CABINETFLORAL PREP w/SINK48x20x60 FIXED SHELV ING U NIT 60x20x60 FIXED SHELVING UNIT 60x20x60 FIXED SHELVING UNIT 60x20x60 FIXED SHELVING UNIT 60x20x60 FIXED SHELVING UNIT 60x20x60 FIXED SHELVING UNIT 48x20x60 FIXED SHELVING UNIT48x20x60 FIXED SHELVING UNIT48x20x60 FIXED SHELVING UNIT48x20x60 FIXED SHELVING UN IT60x20x60 FIXED SHELVING UNIT60x20x60 FIXED SHELVING UNITLED BUG LIGHT30x60 30H STAINLESS, LS/BSSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CARTSTANDARD CART48x20x60 FIXED SHELVING UNITBEER HOLDER48x20x72 CANTILEVER CRISPING RACK2-TIER HEN HUTDIGITAL SCALEMOBILE CUTTING STATION & ICE TABLEREF. VALANCE60x21 x72 CANTILEVER 60x21 x72 CANTILEVER36x20x60 FIXED SHELVING UNIT36x20x60 FIXED SHELVING UNIT30x60 30H STAINLESS, LS/BSSMARTWALL UNIT, 2 SHELVES1 20cm CENTER RACK60x20x60 FIXED SHELVING UNIT48x20x60 FIXED SHELV ING UNIT 48x20x60 F IXED SHELV ING UNIT96x24x72 BACKROOM SHELVINGDEPT. DESK 2 DRAWER VERTICAL FILE (1) CABINET, CUSTOM SIZE REF. CASE (SEMI-SC) 30x30 IC E B I N w / 2" INSERT (ASPARAGUS)30x30x40.5 ICE BIN W/ 8" INSERT60cm CENTER RACKBEER HOLDERLED BUG LIGHT CABINET W/SINK (BREAKROOM)MICROWAVECONDIMENT STATION 96x24x72 BACKROOM SHELVING30 x 3 0 x 25. 5 B I N15x15x6 RISER30 x 30 x 25.5 B IN15x15x6 RISER36x1 8 STORAGE CABINET (CASTERS)1 5x1 8 2-DRAWER VERTICAL FILE (CASTERS)1 5x1 8 2-DRAWER VERTICAL FILE (CASTERS)72x24x72 BACKROOM SHELVINGFLOOR SCRUBBER30 x 1 4 x 25.5 B IN30x15x40.5 Ice Table (Mozzarella)30 x 30 x 25.5 B IN30x 3 0 x 25. 5 B I N 15x15x6 RIS E R15x15x6 RISER15x15x6 RIS E R15x15x6 RISER15x15x6 RIS E R15x15x6 RISER15x15x6 RIS E R15x15x6 R I SE R 30 x 30 x 25.5 B IN30x 3 0 x 25.5 B I N 30 x 3 0 x 25. 5 B I N 30x 3 0 x 25.5 B I N 48x20x72 CANTILEVER48x20x72 CANTILEVER48x24x72 BACKROOM SHELVING24X72 STAINLESS TABLE w/ BS & LSDIGITAL SCALE 48x24x72 BACKROOM SHELVING 36x 1 8 x72 S TE EL ST O RA GE CA BIN ET 36x 1 8 x72 S TE EL ST O RA GE CA BIN ETCABINET W/SINK (HUDDLE ROOM)WINE HOLDERSTANDARD CARTSTANDARD CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART2-TIERED CART DELLFRIOEFE-5052 HILL PHOENIX SSGC-SSC-8 HILL PHOENIXSSGC-SSC-8 HILL PHOENIX SSGC-SSC-1 2 HOBARTOV500G2-EE HOBARTPW2E-41 TRUET-49-HCTRUET-23F-HCINTERMETROC535-HFC-U-GYBACE, LLC V63-HDLP HONHC1 872HONHC1 872HONHC1 872HUSSMANNIM-05-IN8-RHUSSMANNIM-05-EN4-RHONHC1 872ATLANTIC FOOD BARSHHDD51 36-TFMHILL PHOENIX SSGC-SSC-8 HAND BASKETS(20 PER BLOCK)HAND BASKETS(20 PER BLOCK)WHEELCHAIR W /FRONT BASKET H AND BASK ET S( 20 PER BLO CK )GAP BETWEEN WALL48x1 8x72 T48x1 8x72 T48x18x72 T48x18x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x18x72 T48x1 8x72 T48x18x72 T48x1 8x72 T48x18x72 T48x18x72 T48x1 8x72 T48x18x72 T48x1 8x72 T48x1 8x72 T48x18x84 L48x18x84 L48x1 8x84 L48x18x84 L48x18x84 L48x1 8x84 L48x1 8x84 L48x18x84 L48x18x84 L48x1 8x84 LHAND BASKETS (20 PER BLOCK ) WRA PPIN G BOAR D SCALE STAND WRA PPIN G BOAR D SCALE STAND WRA PPIN G BOAR D SCALE STAND D D D D HA N D S I N K ( K N E EPED ALS & S K T) THIS SIDE A GA I N ST WA LL H A N D S I N K ( K N E EP ED . & SP LAS HG U AR D S)HAND BASKETS(20 PER BLOCK)48x1 8x72 L48x18x72 L48x18x72 L48x1 8x72 L48x1 8x72 L48x1 8x72 L48x1 8x72 L48x1 8x72 L48x1 8x72 LCOFFEEGRINDER48x18x54 L48x1 8x54 L48x1 8x54 L48x1 8x54 L48x1 8x54 L48x18x54 L48x1 8x54 L48x18x54 LCOFFEEGRINDERHAND SINK (KNEEPED. & SPLASHGUARD S )VEGETABLENOODLER36x1 8x72 L36x18x72 LHA N D S I N K ( K N E EP EDALS & SK T ) HA N D S I N K ( K N E EP EDALS & SK T ) WIRE SPOOL AREA1 0 " M I NCLEARAN C E POWER UNIT48x1 8x54 L48x18x54 L48x18x54 LHAND SINK (KNEEPED. & SPLASHGUARDS)48x18x60 L48x18x60 L48x18x60 L24x1 8x60 L48x18x72 T48x1 8x72 T48x18x72 T48x1 8x72 T48x18x72 T48x18x72 T48x18x72 T48x18x72 TWRA PPIN G BOAR D SCALE STAND R HAND BASKETS(20 PER BLOCK)HAND BASKETS(20 PER BLOCK)HA N D BASKET S( 20 P ER BLO CK)HAND BASKETS(20 PER BLOCK)MOP BUCKETMOP BUCKETMOP BUCKETDN UP RESIN TANK RECLAIM TANK WATER HEATER 6" HOUSE-KEEPING PADPULL SECT. DISTR. SECT. MCB LSB PG PASS PA PC PB PDS PD PE SC L2 CONT. L2 L1 CONT. L1 COMPRESSOR RACK WATER SOFT- ENERBRM-707 1.4 1.4 1 1 2 2 2.1 2.5 2.5 3 3 3.5 3.5 3.9 4 4 5 5 5.4 5.4 6 6 4.4 B B C C D D E E F F G G A A Z Y SEASONAL DISPLAY (BULK & CANDY) SEASONAL DISPLAY (COFFEE) SEASONAL DISPLAY (90 PT WINE) SEASONAL DISPLAY UP 4 54.4 Z Y DN LEGEND PARTITION, REF TAGS COOLER PANEL INSULATION CMU WALL FOR REF E R E N C E ONL Y PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE12 3 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:17:27 PMFIXTURE PLANS A103 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 A. HOLD 3" BETWEEN COOLER PANEL AND WALL. B. HOLD 6" BETWEEN FREEZER PANEL AND WALL. C. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITH OTHER TRADES. GENERAL NOTES 1/8" = 1'-0"1 FIXTURE PLAN 1/8" = 1'-0"2 MECHANICAL PLATFORM PLAN KEY NOTES 1. BUG LIGHTS TO BE MOUNTED AT 80" AFF - EXACT LOCATIONS TO BE DETERMINED BY VENDOR PROVIDED. VENDOR TO INSTALL. 2. EQUIPMENT SUPPLIER: REFER TO FLOOR PLAN FOR PARTITIONS THAT ARE LOCATED ON TOP OF WALK-IN BOXES. ADVISE ON ACCEPTABLE MEANS OF SECURING METAL STUDS TO COOLER. 3. EQUIPMENT FIXTURE PLAN IS SHOWN AS REFERENCE AND COORDINATION PURPOSES ONLY. NO. DATE DESCRIPTION 02/07/22 C.P. GRO-540 ID5SLID5SLID5SLID5SLR ID5SLR ID5SLID5SLID5SLID5SLID5SLHUSSMANNQ3.5-SS-6R3-DECK REF. CASE (S.SERV)HUSSMANNQ3.5-SS-4R3-DECK REF. CASE (S.SERV)RHUSSMANNQ3.5-SS-90R 90 DEG WEDGE (S.SERV) ENTRY VESTIBULE EXIT VESTIBULE FRONT END FROZEN FLORAL GROCERY DAIRY RECEIVING SEASONAL MERCH. DAIRY COOLER SEAFOOD BKY PREP MEAT ICE MEAT & SEAFOOD COOLER MEAT & SFD PREP BKY/DELI/GRO FREEZER MEA/ SFD FRZR PRODUCE STAGINGBOH OFFICE OUTDOOR SEATING (12 SEATS) OFFICE INSTACARTPRO COOLER COLD COOKED COOLER COLD COOKED PREP FLORAL COOLER FLO PREP PRODUCE PREP BAKERY SCULLERYKITCHEN BKY CLR BULK CLR ICE CREAM FREEZER BREAK ROOM BULK WELLNESS/ HUDDLE RM. RESTROOMRESTROOM IT 38x26x42UTILITY CART RR RR 6 66 11 6 1110 101010 11111110 6 11 6 FRE-706FRE-706 FRE-705BRM-712 FLO-409 FLO-409 FLO-409 FRE-706 FRE-708FRE-708FRE-708FRE-708FRE-708FRE-708FRE-708FRE-708FRE-708FRE-708FRE-708FRE-708FRE-708FRE-708FRE-708FRE-708FRE-708FRE-708FRE-708FRE-708FRE-708FRE-708FRE-711 GRO-563 BCC-423 GRO-563 GRO-562 GRO-407a GRO-407a GRO-407a GRO-409 GRO-562 GRO-556 GRO-556 GRO-556 GRO-556 GRO-556 GRO-556 GRO-556 GRO-556 GRO-556 GRO-556 GRO-556 GRO-556 GRO-556 GRO-556 GRO-556 GRO-556 GRO-556 GRO-556 GRO-039 FRE-707 BWL-4WF GRO-556 GRO-4XX GRO-556 GRO-554 GRO-568 GRO-554 GRO-554 GRO-554 GRO-554 GRO-554 GRO-554 GRO-554 GRO-554 GRO-554 FRE-706 GRO-4XX GRO-048 GRO-4XXGRO-4XX GRO-048 GRO-4XX GRO-4XX GRO-4XX FRE-802 FRE-803 FRE-802 FRE-803 FRE-802 GRO-4XXGRO-XXX DRY-900 DRY-515DRY-515 BKY-900 BKY-424 BKY-801 a MEA-026 MEA-023a SFD-030 SFD-064SFD-065 SFD-057 MEA-025 MEA-405 MEA-533 SFD-406 BKY-201 BKY-202 BKY-532BKY-532BKY-532BKY-532 BKY-206 BRM-712 BKY-316 BKY-801 b BKY-3XX MEA-204 MEA-337MEA-337 MEA-337 MEA-339 MEA-340MEA-340 MEA-205MEA-201 MEA-310 MEA-337 MEA-338 MEA-311 MEA-900 SFD-325 SFD-900 MEA-203 MEA-521 SFD-518 MEA-520 MEA-515MEA-515 MEA-520 MEA-202 DEL-513 SFD-516 DEL-513 BRM-712 MEA-901 FLO-4XX FLO-XXX FLO-4XX BKY-515 BKY-514 SFD-517 SFD-518 SFD-901 BRM-705BRM-705 BRM-712 FLO-413 FLO-413 PRO-441PRO-441 FRE-706 GRO-4XX GRO-4XX MEA- DEL-0XX DEL-141 b MEA-049b MEA-048 DEL-141 a MEA-049a BWL-541 BCC-438 BCC-438 BCC-4XX BCC-4XX BCC-2XXa BCC-2XXb BCC-2XXc BCC-2XXd GRO-565 GRO-553 GRO-553 GRO-553 GRO-553 GRO-553 GRO-553 GRO-553 GRO-553 GRO-553 BCC-202a GRO-407c BCC-542 BCC-543 BCC-544 BCC-543 BCC-544 BCC-542 BCC-542 BCC-542 BCC-542 BCC-542 BCC-542 BCC-542 GRO-4XX BCC-XXX BCC-XXX BCC-4XX BCC-4XX BCC-4XX BCC-2XXd BCC-2XXc BCC-2XXb BCC-2XXa BCC-2XXh BCC-2XXg BCC-2XX f BCC-2XXe BCC-4XX BCC-4XX DEL-524 DEL-526 BRM-506 BRM-506BRM-506 BRM-504 BRM-504 BRM-504 BRM-734 BCC-202b FLO-409 SFD-517 BKY-331 DEL-105 BRM-504 FLO-412 RES-701RES-701 FRE-802 FRE-000 FRE-001 FRE-200 FRE-502 RES-500RES-500 OFF-501 OFF-401 a OFF-506 OFF-507OFF-507 BWL-441 b BWL-4WA BWL-441 a FRE-4XX FRE-8XX FLO-900 FLO-XXX PRO-332 PRO-334 PRO-336 PRO-335 PRO-332 PRO-900 PRO-523PRO-523 DEL-513 DEL-514 DEL-514 DEL-514 DEL-513 PRO- PRO-0XXb PRO-0XX PRO-0XXa GRO-0XX PRO-901 PRO-438 GRO-410 FRO-400a BWL-426a BKY-033 BKY-034 BWL-018 FRO-063 FRO-064 FRO-066b FRO-066a FRO-067 FRO-068 PRO-050b PRO-050c PRO-050d PRO-051 PRO-052 BKY-035 BWL-021 FRO-067 FRO-065a FRO-068 DRY-057b DRY-057a DRY-058 SFD-0XX SFD-062 SFD-0XX DEL-900PRO-304 PRO-305 PRO-322 PRO-204 PRO-202PRO-205 PRO-203 PRO-801 PRO-524 PRO-524 PRO-523 PRO-524 PRO-523BRM-506GRO-056 GRO-4XXGRO-4XX GRO-4XX GRO-547 GRO-547 GRO-565 PRO-531 PRO-533 FLO-413 MEA-312 FLO-423 b FLO-431 FLO-514FLO-514FLO-514 FLO-430 FLO-4XX FLO-4XX FLO-4XX BWL-426b SFD-3XX DEL-300 SFD-326SFD-310 PRO-333 ODS-501ODS-501 SFD-408a SFD-326 BRM-506 PRO-523 PRO-524 BCC-444 ODS-510 ODS-512 ODS-512ODS-512 ODS-512 NETWORK FOR SQUARE TO GOON MEZZ PRO-440 PRO-435 BRM-512 BRM-513 MEA-331 BRM-728 BKY-901 BRM-726BRM-726 BRM-727 MEA-530 MEA-528 BRM-711 BRM-509BRM-509BRM-509 DRY-400a DRY-059 BKY-203 BKY-030 BKY-031 BKY-032 FRO-067 FRO-068 BWL-0XX BKY-205 BKY-327a PRO-427 PRO-428 PRO-424 PRO-424 PRO-426 PRO-427 PRO-428 PRO-426 PRO-429 PRO-429 PRO-430PRO-430PRO-430PRO-430PRO-430PRO-430 PRO-048g PRO-048h PRO-048i PRO-048 j PRO-048c PRO-048d PRO-048e PRO-048f GRO-5XX GRO-5XX GRO-5XX GRO-5XX GRO-5XX BCC-439 BCC-441 ODS-511 ODS-510 ODS-512 ODS-512ODS-512ODS-512 ODS-511 ODS-510 ODS-512 ODS-512ODS-512 ODS-512 ODS-509 BKY-322 DRY-400b FRO-400b DEL-4XX PRO-048 a PRO-048b PRO-050a BKY-XXX DEL-0XX DEL-0XX DEL-0XX DRY-058 DRY-059 BKY-331 SFD-061 SFD-059 SFD-063 SFD-3XX DEL-409a FRO-065b SFD-309 MEA-801 a MEA-801 b MEA-801 c SFD-801 a BWL-0XX BWL-0XX GRO-0XX DEL-0XX DEL-0XX a GRO-0XX DEL-0XX b DEL-0XX GRO-703 PRO-701 BWL-426c FRO-400c DEL-409 b BCC-XXX GRO-569 BWL-0XX BCC-4XX BCC-4XX FLO-412 BKY-0XX BKY-0XX BKY-0XX BKY-511 BKY-533 BKY-511 BKY-533BKY-533BKY-533 BCC-900 GRO-560 GRO-561 GRO-552 GRO-552 GRO-552 GRO-4XX GRO-0XX GRO-0XX GRO-407b GRO-0XX GRO-0XX GRO-0XX ODS-505 ODS-505 BCC-400 BCC-400 SFD-801 b MEA-328 DEL-323 DRY-514 BKY-515 BKY-515 BKY-204 BCC-4XX GRO-564 GRO-573 BRM-504 BRM-504 BRM-509 FLO-423 c FLO-423a DEL-513 GRO-574 GRO-574 DRY-515 GRO-574 GRO-574 DRY-514 DRY-514 GRO-573GRO-573 BKY-3XX GRO-574GRO-574 BRM-712 BKY-311 BKY-425BKY-425 BKY-4XX FRE-708FRE-708FRE-708FRE-708FRE-708FRE-708 DRY-514 BWL-018 BWL-020a BWL-413 GRO-564 DRY-0XX GRO-901 PRO-523 PRO-202DEL-220 MEA-801 d MEA-334 SFD-408b BKY-515 BKY-515 GRO-562 GRO-556 GRO-556 GRO-556 GRO-556 GRO-556 GRO-556 GRO-556 GRO-556 GRO-563 GRO-572GRO-572 BKY-311 BKY-327b FLO-431 BCC-514 BCC-513BCC-513 BWL-023 BRM-506 BKY-527 BKY-529 GRO-407a BKY-425 MEA-023b SFD-013 MEA-4XX MEA-0XX MEA-0XX MEA-0XX PRO-440 PRO-435 FLO-4XX BWL-413 BKM-201 BRM-712 BKM-404a BKM-200BKM-406 IDS-200 IDS-406 FRE-706FRE-706FRE-706 BRM-506PRO-421 PRO-422 PRO-421 PRO-422 OFF-401 b OFF-506 OFF-507OFF-507 BRM-505 BRM-710 PRO-424 DEL-408PRO-421 PRO-421 PRO-422PRO-422PRO-422PRO-422PRO-422PRO-422PRO-422PRO-422 PRO-421 PRO-421 PRO-421 PRO-421 BWL-4WE10 BWL-4WG.2 BWL-4WG.1BWL-4WG.1 BWL-4WG.1 BWL-4WG.2 BWL-4WG.2 PRO-523 PRO-523 BRM-504 BWL-4WE BWL-4WE BKM-514BKM-514BKM-514BKM-514 BKM-513BKM-513 BKM-514BKM-514BKM-514BKM-514 BKM-513BKM-513BKM-513BKM-513BKM-513BKM-513BKM-513BKM-513 BKM-514BKM-514BKM-514 BKM-514 BKM-514BKM-514BKM-514 BKM-514 BKM-514BKM-514BKM-514 BKM-514 BKM-515 BKM-XXX BKM-515BKM-515BKM-515BKM-515BKM-515 BCC-700 BCC-300 BCC-801 BRM-504 BRM-509BRM-509 GRO-4XX RES-701 RES-701 BKM-514 BKM-514 BKM-513 BKM-404b BWL-020b BWL-020c BWL-4XX BWL-4WC BWL-4WB BWL-4WBBWL-4WBBWL-4WB BWL-4WBBWL-4WBBWL-4WBBWL-4WC BWL-4WBBWL-4WB BWL-4WCBWL-4WD BWL-4WD BWL-4WD BWL-4WD.1 BWL-4XX FRE-706 FRE-708FRE-708 FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710FRE-710 FLO-4XX DELLFRIOEFE-5052 HILL PHOENIXSSGC-SSC-8 HILL PHOENIXSSGC-SSC-8 HILL PHOENIXSSGC-SSC-12 HOBARTOV500G2-EE HOBARTPW2E-41 TRUET-49-HCTRUET-23F-HCINTERMETROC535-HFC-U-GYBACE, LLCV63-HDLP HONHC1872HONHC1872HONHC1872HUSSMANNIM-05-IN8-RHUSSMANNIM-05-EN4-RHONHC1872 ATLANTIC FOOD BARSHHDD5136-TFMHILL PHOENIXSSGC-SSC-8Q4BV HUSSMANN Q4BV 10' HUB DRAIN Elect RefrigDrain WRA PPIN G BOAR D WRA PPIN G BOAR DWRA PPIN G BOAR D D D D D RLHUSSMANN RL 5DRCASEDRAI N CONNECTIONBOTTOMREFRIG.ACCESSPREF E R R E D H U B D R A I N L O C A T I O N ELECTRICAL ACCESSELECTRICAL ACCESSAIRGAPINCORPORATEDINTO CASEDESI G NRLHUSSMANN RL 5DRCASEDRAI N CONNECTIONBOTTOMREFRIG.ACCESSPREF E R R E D H U B D R A I N L O C A T I O N ELECTRICAL ACCESSELECTRICAL ACCESSAIRGAPINCORPORATEDINT O CASEDESI G N RLHUSSMANN RL2DRCASEDRAINCONN ECTION BOTTOMREFRIG.ACCES SPREFERR ED HUB DRAIN LOCATIONELECTRICAL ACCESS ELEC TRICAL ACCESS AIRG APINCORPO RAT EDINTOCASEDESIGN RLHUSSMANN RL 2DR CASEDRAINCONNECTION BOTTOMREFRIG.ACCESSPREFERRED HUB DRAIN LOCATION ELECTRICAL ACCESS ELECTRICAL ACCESS AIRGAPINCORPORATEDINTOCASEDESIGN HUB DRAI N HUB DR AIN HUB DRA IN RL HUSSMANN RL 4DR CASEDRAINCONNECTION BOTTOMREFRIG.ACCESSPREFERRED HUB DRAIN LOCATION ELECTRICAL ACCESS ELECTRICAL ACCESS AIRGAPINCORPORATEDINTOCASEDESIGN HUB DRAIN HUB DRAIN RLHUSSMANN RL 4DR CASEDRAINCONNECTION BOTTOMREFRIG.ACCESSPREFERRED HUB DRAIN LOCATION ELECTRICAL ACCESS ELECTRICAL ACCESS AIRGAPINCORPORATEDINTOCASEDESIGN HUB DRAIN HUB DRA IN48x18x60 L48x18x60 L48x18x60 L24x18x60 LRLHUSSMANN RL 3DRCASEDRAINCONNECTIONBOTTOMREFRIG.ACCESSPREFERRED HUB DRAIN LOCATIONELECTRICAL ACCESSELECTRICAL ACCESSAIRGAPINCORPORATEDINT O CASEDESI G N HUB DRAINWRA PPIN G BOAR D HUB D R A I N HUB D R A I N DN UP RESIN TANK RECLAIM TANK WATER HEATER 6" HOUSE-KEEPING PADPULL SECT. DISTR. SECT. MCB LSB PG PASS PA PC PB PDS PD PE SC L2 CONT. L2 L1 CONT. L1 COMPRESSOR RACK WATER SOFT- ENERBRM-707 1.4 1.4 1 1 2 2 2.1 2.5 2.5 3 3 3.5 3.5 3.9 4 4 5 5 5.4 5.4 6 6 4.4 B B C C D D E E F F G G A A Z Y UP 4 54.4 Z Y DN FOR REF E R E N C E ONL Y PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE12 3 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:17:31 PMEQUIPMENT PLAN A104 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1/8" = 1'-0"1 FIRST FLOOR EQUIPMENT PLAN GENERAL NOTES A. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITH OTHER TRADES. B. EQUIPMENT SUPPLIER: REFER TO FLOOR PLAN FOR PARTITIONS THAT ARE LOCATED ON TOP OF EQUIPMENT. ADVISE ON ACCEPTABLE MEANS OF SECURING METAL STUDS TO COOLERS. C. G.C. SHALL PROVIDE 4'x8' FRP PANELS FULLY ADHERED TO 5/8" MOISTURE RESISTANT GYP. BOARD BOTH SIDES OF 36"x36" PREFABRICATED FLOOR SINK W/ DRAIN & CAN WASH. WHEN DIRECTLY ADJACENT TO COOLER WALLS ATTACH MOIST. RESIST. GWB. AND FRP PANEL DIRECTLY TO COOLER WALL PANEL PER COOLER MANUF. SPECS. D. EQUIPMENT FIXTURE PLAN IS SHOWN AS REFERENCE AND COORDINATION PURPOSES ONLY. 1/8" = 1'-0"2 MECHANICAL PLATFORM PLAN NO. DATE DESCRIPTION 02/07/22 FOR REF E R E N C E ONL Y SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE12 3 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:17:32 PMEQUIPMENT SCHEDULE A104A 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 EQUIPMENT SCHEDULE NO. DATE DESCRIPTION 02/07/22 FOR REF E R E N C E ONL Y SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:17:33 PMEQUIPMENT SCHEDULE CONT. A104B 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 EQUIPMENT SCHEDULE CONTINUED NO. DATE DESCRIPTION 02/07/22 FLORAL FLORAL COOLER FLO PREP FRE-706FRE-706FRE-706 FLO-4XX FLO-XXX FLO-4XX FLO-413 FLO-413 FLO-XXX FLO-413 FLO-423b FLO-431 FLO-514FLO-514FLO-514 FLO-430 FLO-4XX FLO-4XX FLO-4XX FLO-423a FLO-431 FLO-4XX C.P.ID5SLID5SLID5SLID5SLICE PRODUCE PRO COOLER COLD COOKED COOLER COLD COOKED PREP FLORAL COOLER FLO PREP PRODUCE PREP SCULLERYKITCHEN 1110 101010 1111116 SFD-064SFD-057 DEL-524 DEL-526 PRO-332 PRO-334 PRO-336 PRO-335 PRO-332 PRO-900 PRO-523PRO-523 DEL-513 DEL-514 DEL-514 DEL-514 DEL-513 PRO-901 PRO-438 PRO-050 b PRO-050 c PRO-050 d PRO-051 PRO-052 SFD-0XX SFD-062 SFD-0XX PRO-304 PRO-305 PRO-322 PRO-204 PRO-202PRO-205 PRO-203 PRO-801 PRO-524 PRO-524 PRO-523 PRO-524 PRO-523BRM-506PRO-531 PRO-533 FLO-423b FLO-514FLO-514FLO-514 PRO-333 SFD-408a BRM-506 PRO-523 PRO-524 PRO-440 PRO-435 BRM-711 BRM-509BRM-509BRM-509 PRO-050 a SFD-061 SFD-059 SFD-063 PRO-701 SFD-801 b BRM-509 FLO-423c FLO-423a BRM-712 PRO-523 PRO-202SFD-408b BRM-506PRO-424 DEL-408 PRO-422PRO-422PRO-422PRO-422PRO-422PRO-422PRO-422PRO-422 PRO-523 PRO-523 BRM-504 FLO-4XX HONHC1872HONHC1872HONHC1872HONHC1872 HUB DRAINHUB DRAINHUB DRAINHUB DRAINHUSSMANN Q3.5-SS-6R 3-DECK REF. CASE (S.SERV)HUSSMANNQ3.5-SS-4R3-DECK REF. CASE (S.SERV)RHUSSMANNQ3.5-SS-90R90 DEG WEDGE (S.SERV)NE TW O R K F O R SQ U A R E T O G O O N MEZ Z 4 4 5 5 D D E E 5 5.4 6 B B C C D D E E A A 3.5 4 B FOR REF E R E N C E ONL Y PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE12 3 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:17:36 PMENLARGED EQUIPMENT PLAN A104C 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1/4" = 1'-0"2 ENLARGED FLORAL PLAN 1/4" = 1'-0" 1 ENLARGED PRODUCE, KITCHEN COLD PREP PLAN 1/4" = 1'-0"3 ENLARGED DELI PLAN NO. DATE DESCRIPTION 02/07/22 ID5SLR ID5SLR DAIRY DAIRY COOLER SEAFOOD BKY PREP MEAT ICE MEAT & SEAFOOD COOLER MEAT & SFD PREP BKY/DELI/GRO FREEZER MEA/ SFD FRZR BOH OFFICE BKY CLR BULK CLR ICE CREAM FREEZER BULK IT 38x26x42 UTILITY CART 66 11 6 10 11 DRY-900 DRY-515DRY-515 BKY-900 BKY-424 BKY-801 a MEA-026 MEA-023 a SFD-030 SFD-064SFD-065 SFD-057 MEA-025 MEA-405 MEA-533 SFD-406 BKY-201 BKY-202 BKY-532BKY-532BKY-532BKY-532 BKY-206 BRM-712 BKY-316 BKY-801 b BKY-3XX MEA-204 MEA-337MEA-337 MEA-337 MEA-339 MEA-340MEA-340 MEA-205MEA-201 MEA-310 MEA-337 MEA-338 MEA-311 MEA-900 SFD-325 SFD-900 MEA-203 MEA-521 SFD-518 MEA-520 MEA-515MEA-515 MEA-520 MEA-202 DEL-513 SFD-516 DEL-513 BRM-712 MEA-901 BKY-515 BKY-514 SFD-517 SFD-518 SFD-901 BRM-705BRM-705 BRM-712 BRM-506 BRM-506BRM-506 BRM-504 BRM-504 BRM-504 BRM-734 SFD-517 BKY-331 BRM-504 BKY-033 BKY-034 BKY-035 DRY-057b DRY-057a DRY-058 MEA-312 SFD-3XX DEL-300 SFD-326 SFD-310 SFD-326 BRM-512 BRM-513 MEA-331 BRM-728 BKY-901 BRM-726BRM-726 BRM-727 MEA-530 MEA-528 BRM-711DRY-400 a DRY-059 BKY-203 BKY-030 BKY-031 BKY-032 FRO-067 BKY-205 BKY-327a BKY-322 DRY-400 b BKY-XXX DRY-058 DRY-059 BKY-331 SFD-063 SFD-3XX SFD-309 MEA-801 a MEA-801 b MEA-801 c SFD-801 a BKY-0XX BKY-0XX BKY-0XX BKY-511 BKY-533 BKY-511 BKY-533BKY-533BKY-533 BCC-900 GRO-4XX GRO-0XX GRO-0XX SFD-801 b MEA-328 DEL-323 DRY-514 BKY-515 BKY-515 BKY-204 GRO-573 BRM-504 BRM-504 DEL-513 GRO-574 GRO-574 DRY-515 GRO-574 GRO-574 DRY-514 DRY-514 GRO-573GRO-573 BKY-3XX GRO-574GRO-574 BKY-311 DRY-514 DRY-0XX GRO-901 BKY-515 BKY-515 GRO-556 GRO-563 GRO-572GRO-572 BKY-311 BKY-327b BCC-514 BCC-513BCC-513 BRM-506 BKY-527 BKY-529 GRO-407a MEA-023 b SFD-013 MEA-4XX MEA-0XX MEA-0XX MEA-0XX BKM-404a OFF-401 b OFF-506 OFF-507OFF-507 BRM-505 BRM-710 BCC-700 BCC-300 BCC-801 BRM-504 HILL PHOENIX SSGC-SSC-8 HILL PHOENIX SSGC-SSC-8 HILL PHOENIX SSGC-SSC-12 HOBART OV500G2-EE HOBART PW2E-41 BACE, LLC V63-HDLP HILL PHOENIX SSGC-SSC-8Q4BVHUSSMANN Q4BV 10' HUB DRAIN Elect Refrig Drain WRAPPING BOARD WRAPPING BOARD WRAPPING BOARD D D D D RL HUSSMANN RL 2DR CASEDRAINCONNECTION BOTTOM REFRIG.ACCESS PREFERRED HUB DRAIN LOCATION ELECTRICAL ACCESS ELECTRICAL ACCESS AIRGAP INCORPORATEDINTOCASEDESIGN HUB DRAIN HUB DRAIN BOTTOMREFRIG.ACCESS PREFERRED HUB DRAIN LOCATION ELECTRICAL ACCESS AIRGAPINCORPORATEDINTO CASEDESIGN WRAPPING BOARD ID5SLID5SLID5SLGRO-562 GRO-407a GRO-407a GRO-562 GRO-556 GRO-556 BWL-4WF GRO-556 GRO-554 GRO-554 GRO-554 GRO-554 GRO-554 FRE-706 GRO-4XX FRE-802 GRO-565 GRO-553 GRO-4XX FRE-802 FRE-502 BWL-441 b BWL-4WA BWL-441 a GRO-410 BWL-426 a BWL-021 GRO-547 BWL-426b BWL-0XX BWL-0XX BWL-0XX GRO-0XX GRO-0XX GRO-703 BWL-426 c GRO-569 BWL-0XX BWL-018 BWL-020 a BWL-413 BWL-023 BWL-413 BWL-4WE10 BWL-4WG.2 BWL-4WG.1BWL-4WG.1 BWL-4WG.1 BWL-4WG.2BWL-4WG.2 BWL-4WE BWL-4WE GRO-4XX BWL-020 b BWL-4XX BWL-4WC BWL-4WB BWL-4WBBWL-4WBBWL-4WB BWL-4WBBWL-4WBBWL-4WBBWL-4WC BWL-4WB BWL-4WB BWL-4WC BWL-4WD BWL-4WD BWL-4WD BWL-4WD.1 BWL-4XX HUB DRAINHUB DRAIN2 2.5 3 3.5 4 54.4 4.4 A Z Y UP 1.4 1.41 1 2 2 B B C C FOR REF E R E N C E ONL Y PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE12 3 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:17:40 PMENLARGED EQUIPMENT PLAN A104D 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1/4" = 1'-0" 2 ENLARGED MEAT, SEAFOOD PLAN & BAKERY EQUIPMENT 1/4" = 1'-0"1 ENLARGED WINE PLAN NO. DATE DESCRIPTION 02/07/22 DN UP 1.4 1.4 1 1 2 2 2.1 2.5 2.5 3 3 3.5 3.5 3.9 4 4 5 5 5.4 5.4 6 6 4.4 B C D E F G A Z Y SLOPESLOPESLOPE SLOPESLOPE SLOPESLOPE SLOPESLOPESLOPESLOPE SLOPESLOPESLOPE SLOPEFRONT END CHECKOUT AREA 101 FLORAL SALES 114 FLORAL PREP 315FLORAL COOLER 316 PRODUCE COOLER 314 PRODUCE PREP 313 KITCHEN 312 COLD COOKED PREP 311 COLD COOKED COOLER 310 SCULLERY 309 FIRE RISER 503 MEAT & SEAFOOD PREP 304 ELECTRICAL ROOM 501 MEAT & SEAFOOD FREEZER 308 BAKERY DELI GROCERY FREEZER 307 ICE CREAM FREEZER 306 BULK COOLER 305 WELLNESS ROOM 406 RESTROOM 407 RESTROOM 408 BREAK ROOM 405 DAIRY COOLER 300 BAKERY COOLER 301 MEAT & SEAFOOD COOLER 303 MEAT SERVICE AISLE 203 BAKERY SERVICE AISLE 112 BAKERY PREP 302 BEER AND WINE SALES 107 GROCERY SALES 109 DAIRY SALES 111 BULK/COFFEE/CANDY SALES 108 PRODUCE SALES 113 DELI PREP 202 OFFICE 400 WOMEN'S R.R. 401 MEN'S R.R. 402 INSTACART 404 INSULATED FLOOR SLAB. TYP.SLOPESLOPE SLOPESLOPE 4 A102 _______ SLOPE SLOPESLOPE SLOPEIT 413 MOP SINK 414 1'-0"5 A102 _______ 5 A102 _______ 18'-2" 3 1/2" 16'-8 1/2"19'-9"10'-7 1/2"6'-2 1/2"6'-7"8'-3"7'-0 1/2"8'-2"7'-0"4'-8"6'-5" 30'-7" 33'-10 1/2" 12'-6" 7'-11" A105 6 2 A102 _______ 2 A102 _______ 2 A102 _______ 2 A102 _______ 2 A102 _______ 2 A102 _______6'-3 1/2"10'-11"10'-3 1/2"6'-11"8'-4"8'-4"12'-1" 12'-2 1/2"6'-7"2'-7"7'-7"3 1/2"16'-9 1/2"11 1/2"17'-9"11 1/2"22'-0"8'-8"3'-5 1/2"3 A102 _______ 3 A102 _______ 3 A102 _______11'-9 1/2"17'-2"4'-8"7'-1 1/2"SLOPE SLOPESLOPE SLOPE1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16'-2" 5'-0 1/2" 18'-7 1/2"5'-0 1/2" 18'-4"6'-0 1/2" 16'-4 1/2" 6'-10 1/2" 17'-10" 5'-3 1/2" 4'-10 1/2" 7'-8 1/2" 5'-11 1/2" 19'-3 1/2" 4'-6"3'-4 1/2"3'-4 "3'-4 1/2"8'-0" 7 1/2" 8'-1" 12'-5 1/2"1'-4"7'-2"34'-6 1/2"3 3 4 4 4 TYP TYP TYP 5 TYP 2 A102 _______ 1'-4 1/2"5'-0 1/2"5'-6"8'-3 1/2" 5'-3 1/2" 1'-8"HATCHED DELI SQUARE SLAB IS TO BE A DEPRESSED. DELI FLOOR FINISH IS TO BE FLUSH WITH SALES FLOOR FINISH. T.O. SLAB ELEV +0'-0" T.O. SLAB ELEV -3/4"4' - 5 5/8"4' - 5 1/2" 24' - 9 7/8" 11' - 7 5/8" 17' - 5 7/8"-1/4" -1" -1" -1" -3/4" -3/4"-3/4" -1/4" -1/4" -1/2"-1/2"-1/2" +1"+1/2" +1/2" +1/2" +1/2" 4' - 1" +1/2" -1" +3/4" -1" -1" -1" +1" +3/4" -1 1/4" TYP OF FLOOR DRAINS IN THE DELI SQUARE UP 5' - 6 1/2" 7' - 0 7/8"3' - 2"EXISTING ELEVATED DOCK PLATFORM3' - 0"7' - 10 1/2"2' - 1 1/4"5' - 7 5/8"10' - 6"15' - 3 1/2"10' - 6 1/2"13' - 9"6' - 4 3/8"5' - 7 1/2"5 A102 _______ HATCHED RR SLAB IS TO BE A DEPRESSED. RESTROOM FLOOR FINISH IS TO BE FLUSH WITH SALES FLOOR FINISH. T.O. SLAB ELEV -3/4" SHEET NOTES 1. REFERENCE STRUCTURAL PLANS S100 FOR SLAB PREP AND VAPOR RETARDER REQUIREMENTS. 2. CONTROLLED FILL IS REQUIRED WHERE REFERIGERATONS PITS, CHASES, DUCTS WERE REMOVED. REFERENCE S001 FOR PROPER SUBRADE PREP. 3. REFERENCE REFRIGERATION AND STRUCTURAL FOR REFRIGERATION PIT DETAILS. 4. REF MEP DRAWINGS FOR UNDERSLAB WORK, INCLUDING PIPING AND REFRIGERATION LINES ASSOCIATED WITH EQUIPMENT. 5. CONDUIT AND PIPE PENETRATIONS THROUGH FLOOR TILES SHOULD BE NEAT AND TIGHT. 6. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR SURFACE PREPARATION, MIXING INSTRUCTION, APPLICATION TECHNIQUES, ETC. 7. REFERENCE STRUCTURAL PLANS FOR CONCRETE DESIGN REQUIREMENTS 8. FOR FLOOR DRAIN AND FLOOR SINKS REFERENCE PLUMBING PLANS FOR SPECIFICATION AND LOCATION. 9. FIELD VERIFY ALL DIMENSIONS 10. REFERENCE STRUCTURAL FOR SLOPING FLOOR. 11. PREPARE EXISTING EARTH (IN OWNER SPACE) FOR NEW CONCRETE FLOOR SLAB, REF STRUCTURAL. 12. REFERENCE STRUCTURAL PLANS FOR NEW CONCRETE SLAB TIE IN TO EXISTING FOUNDATION AND ELEVATED DOCK PLATFORM. 13. CONCRETE CONTROL JOINTS ARE TO BE SELAED WITH BACKER ROD AND SEALANT. 14. DRAINS SHOWN FOR REFERENCE ONLY. REF PLUMBING SHEETS FOR EXACT TYPE, SPECIFICATION, AND LOCATION 5'-1" 1" 1"1'-8 1/2"6"1'-8 1/2"1"1"1"10 1/4"2'-2 1/2"10 1/4"1"1"2"1"(5) 12"X20" SLOTTED CAST IRON GRATE (GRAY) FOR EACH RECESSED AREA (TOTAL 10) BY G.C. GRATE NOTE: ZURN MODEL #Z792 CAST IRON GRATES PART#2128-1 15/16" RIM 5EA. PER BAY. GRATE PROVIDED BY G.C. PROVIDE 1" CONCRETE FORMED LEDGE FOR RECESSED GRATE CONTINUOUS ALL SIDES (TYP) SLAB DEHYDRATION PROCEDURE PURPOSE: TO HELP PREVENT CRACKING/HEAVING OF THE CONCRETE. ALLOWING SHRINKAGE OF MATERIALS PRIOR TO CAULKING JOINTS ETC. PREREQUISITE: CONCRETE MUST BE IN PLACE (FULLY CURED) MINIMUM 60 DAYS PRIOR TO STARTING THE DEHYDRATING PROCESS. PULL DOWN PROCEDURE: WALK-IN COOLER (MEDIUM TEMPERATURE) 1. TURN ON REFRIGERATION SYSTEM AND SET TEMPERATURE TO 35 DEGREES 2. PULL DOWN FROM AMBIENT TO 35 DEGREES 24HRS. 3. RUN AT 35 DEGREES FOR 2-3 ADDITIONAL DAYS 4. CLEAN AND FILL ALL INTERIOR PERIMETER JOINTS WITH BUTYL CAULKING. 5. SET AT APPROPRIATE TEMPERATURE FOR OPERATION (PER REFRIGERATION SPECIFICATIONS. WALK-IN FREEZERS (LOW TEMPERATURE) 1. TURN ON REFRIGERATION SYSTEM AND SET TEMPERATURE TO 35 DEGREES 2. PULL DOWN FROM AMBIENT TO 35 DEGREES 24HRS. 3. RUN AT 35 DEGREES FOR 2-3 ADDITIONAL DAYS 4. CLEAN AND FILL ALL INTERIOR PERIMETER JOINTS WITH BUTYL CAULKING. 5. REDUCE TEMPERATURE 10 DEGREES PER DAY UNTIL REACHING DESIGN SETPOINT. LEGEND FLOOR SLOPED TOWARD DRAIN. FLOOR SLOPE NOT TO EXCEED 1/2" PER 1'-0". EXENT OF INSULATED SLAB. PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE123 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:17:45 PMSLAB COORDINATION PLAN A105 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1/8" = 1'-0"1 SLAB PLAN 1. NO SLOPE WALK-IN RACKS, EQUIPMENT, UNDER FRYERS, BAKERY MIXER, STACKED OVEN, PROOF BOX AND RACK OVEN. 2. 1/2" MAX SLOPE 3. NEW CONCRETE SLAB IN FILL ON GRADE. REFERENCE STRUCTURAL PLANS. 4. INFILL SLAB TIE IN TO EXISTING CONCRETE. ISOLATION BLOCKS PER STRUCTURAL, TYP. 5. NEW INFILL SLAB TO TIE INTO EXISTING PERIMETER SLAB, REFERENCE STRUCTURAL DRAWINGS. 6. NEW SLAB FOR GREASE WASTE TANK, REFERENCE SITE PLAN. KEY NOTES 1/2" = 1'-0"6 ICE MACHINE DRAIN DETAIL NO. DATE DESCRIPTION 02/07/22 DN UP 1.4 1.41 1 2 2 2.1 2.1 2.5 2.5 3 3 3.5 3.5 3.9 4 4 5 5 5.4 5.4 6 6 4.4 B B C C D D E E F F G G A A Z Y FLORAL PREP 315 F2 FLORAL COOLER 316 F2 PRODUCE COOLER 314 F2 PRODUCE PREP 313 F2 KITCHEN 312 F2 COLD COOKED PREP 311 F2 SCULLERY 309 F2 COLD COOKED COOLER 310 F2 MEAT & SEAFOOD PREP 304 F2 MEAT & SEAFOOD COOLER 303 F2 BAKERY PREP 302 F2 DAIRY COOLER 300 F2 BREAK ROOM 405 F1 WELLNESS ROOM 406 F1 RESTROOM 407 F2 RESTROOM 408 F2 BULK COOLER 305 F2 ICE CREAM FREEZER 306 F6 BAKERY DELI GROCERY FREEZER 307 F6 MEAT & SEAFOOD FREEZER 308 F6 DAIRY SALES 111 F1 GROCERY SALES 109 F1 FROZEN SALES 110 F1 BEER AND WINE SALES 107 F1 BAKERY SERVICE AISLE 112 F1 DELI PREP 202 F2 FRONT END CHECKOUT AREA 101 F1 FLORAL SALES 114 F1 PRODUCE SALES 113 F1 MEAT SERVICE AISLE 203 F2 BULK/COFFEE/CANDY SALES 108 F1 INSTACART 404 F1 MEN'S R.R. 402 F2 WOMEN'S R.R. 401 F2 OFFICE 400 F1 FIRE RISER 503 F5 RECEIVING 502 F5 BOH CORRIDOOR 504 F5 BOH 500 F5 7'-0"41'-0 1/2"22'-7 1/2"ELECTRICAL ROOM 501 ETR BAKERY COOLER 301 F2 CLOSET 403 F1 ENTRY/EXIT VESTIBULE 100 F1 TR8 TR8 TR4 TR3TR3 TR8 TR4 TR7 TR7 TR7 TR7 TR7 TR7TR7TR4 TR4 TR5 TR5 TR5TR2 TR8TR8TR2 TR2 TR2 TR3 15'-0"TR3 RESTROOM COORIDOR 409 F1 4 4 4 4 4 4 4 4 4 4 TR10 6 4 R 4' - 2 1/4"R 3' - 3 1/2"R 3' - 7 1/2"R 3' - 4 1/4" 12'-4 1/2" 9'-2 1/2"13'-0"17'-4"9"4'-4 1/2"26'-2" TR9 MOP SINK 414 F9 3 IT 413 F5 F11 F11 F11 5'-1" 21'-3 1/2" 10'-2 1/2" 3'-2"3'-2"10'-2 1/2"17'-7"3'-2"31'-6"27'-9 1/2"F4 4 4 4 8' - 1" FLOORING TRANSITION TO BE UNDER CASES. TR11 TR11 TR11TR11 TR11 UP SLOPE CONCRETE TR9 LEGEND F1 F2 F3 F4 F5 F6 LUXURY VINYL TILE 121.9 cm x 18.4 cm FORMAT -RUNNING BOND QUARRY TILE WALK-OFF MAT SEALED CONCRETE SEALED CONCRETE (NON -SLIP) F7 NOT USED F8 NOT USED F9 RESINOUS FLOORING F10 NOT USED F11 NOT USED LUXURY VINYL TILE 121.9 cm x 18.4 cm FORMAT - RUNNING BOND F1/F11 BUTT TILE TOGETHER F2 F1/F11 THRESHOLD T2 SET IN FULL BEAD OF CAULK AND SCREWED TO CONCRETE. REFER TO MATERIAL FINISH SCHEDULE ON SHEET A600 FREEZER WALL BEYOND 1/4"X4" SLEEVE ANCHORS.(4) PER OPENING THRESHOLD BY COOLER VENDOR TRANSITION DETAILS TRANSITION DETAILTR-3 TRANSITION DETAILTR-2 NOT USEDTR-1 TRANSITION DETAILTR-5 NOT USEDTR-6 TRANSITION DETAILTR-4 TRENCH DRAIN, REF TO DETAIL 6- P502 FACE OF COOLER BOX F2/F5 PLATE ON TOP OF COOLER PANEL DOOR OPENING. NOTE: SEE PLUMBING DWG'S FOR TRENCH GRATING DEPTH F2 TRANSITION DETAILTR-8 F2 THRESHOLD T1 SET IN FULL BEAD OF CAULK AND SCREWED TO CONCRETE SLAB. REFER TO MATERIAL FINISH SCHEDULE ON SHEET A600 TRANSITION DETAILTR-9 THRESHOLD G.C. REFERENCE DOOR SCEDULE. TRANSITION DETAILTR-10 F5 4" REF PLUMBING FOR TRENCH DRAIN SECTION THRU OUTLET STEP BACK FOOTING AROUND TRENCH DRAIN OUTLET COOLER WALL W1 APPLIED TO COOLER. REFER TO PARTITION DETAILS F2 INSIDE OF COOLER INTEGRAL B2 BASE AS SCHEDULED TRANSITION DETAILTR-11 SLOPE SLAB TO TRENCH CONCRETE SLAB MAX1/2"TRANSITION DETAILTR-7 THRESHOLD T1 SET IN FULL BEAD OF CAULK AND SCREWED TO CONCRETE SLAB. REFER TO MATERIAL FINISH SCHEDULE ON SHEET A600 F1 F2 THRESHOLD T1 SET IN FULL BEAD OF CAULK AND SCREWED TO CONCRETE SLAB. REFER TO MATERIAL FINISH SCHEDULE ON SHEET A600 SHEET NOTES 1. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITH OTHER TRADES. 2. ALL DIMENSIONS ARE TAKEN FROM STUD UNLESS NOTED OTHERWISE. 3. FIELD VERIFY ALL DIMENSIONS. 4. NOT USED. 5. COMPLY WITH ALL MANUFACTURERS' RECOMMENDATIONS FOR SURFACE PREPARATION, MIXING INSTRUCTIONS, APPLICATION TECHNIQUES, ETC. 6. ALL EXPOSED CONCRETE SLAB AREAS TO BE SEALED. REFER TO SPECIFICATIONS. COORDINATE TIMING WITH TFM PM. 7. CONDUIT AND PIPE PENETRATIONS THROUGH FLOOR TILES ARE TO BE NEAT AND TIGHT. 8. EXTERIOR DOORS AND VESTIBULES AND THEIR THRESHOLDS ARE FURNISHED AND INSTALLED BY G.C. INTERIOR THRESHOLD PROVIDED AND INSTALLED BY TFM FLOORING/TILE VENDOR. 9. REFER TO MEP AND STRUCTURAL SLAB PLAN FOR LOCATION OF ALL FLOOR DRAINS, FLOOR SINKS, REFRIGERATION PITS. 10. USE EPOXY BONDING MORTAR AT ALL WALL TILE AND QUARRY TILE BASES AT PREP/COOLER/FREEZER BOXES. 11. NOT USED. 12. MAXIMUM VARIATION IN THE CONCRETE SLAB IS 1/8" IN 10 FEET FROM REQUIRED PLANE, WITH NO MORE THAN 1/16" VARIATION IN 24 INCHES WHEN MEASURED FROM THE HIGH POINTS IN THE SURFACE. 13. PROVIDE INDUSTRY STANDARD MOISTURE TEST ON ANY NEW SLAB-ON-GRADE OR ELEVATED SLABS SEVEN TO TEN DAYS PRIOR TO TFM'S FLOORING FINISHES INSTALLATION. 14. REFERENCE A105 FOR SLOPING FLOORS. KEYED NOTES NOT USED. CONTROL JOINT RESINOUS FLOORING FINISH. EXTEND RESINOUS FINISH 6" VERTICALLY AT EACH WALL. ALL WALL TILE AND QUARRY TILE BASE AT PREP/COOLER/FREEZER BOXES TO USE EPOXY BONDING MORTAR. FLOOR DRAIN; REFER TO PLUMBING DRAWINGS FOR SPECIFICATION AND LOCATION. PROVIDE GROUT LINE AT TRANSITIONS UNDER EQUIPMENT, TYP. FLOOR SINK; REFER TO PLUMBING DRAWINGS FOR SPECIFICATION AND LOCATION. 1 2 3 4 5 6 7 PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:17:48 PMFLOOR FINISH PLAN A106 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1/8" = 1'-0"1 FINISH FLOOR PLAN NO. DATE DESCRIPTION 02/07/22 1.4 1.4 1 1 2 2 2.1 2.5 2.5 3 3 3.5 3.5 3.9 4 4 5 5 5.4 5.4 6 6 4.4 B B C C D D E E F F G G A A Z Y MEAT & SEAFOOD COOLER 303 C4 10'-0" MEAT & SEAFOOD PREP 304 C5 10'-0" OFFICE 400 C2 9'-6" WOMEN'S R.R. 401 C6 8'-0" MEN'S R.R. 402 C6 8'-0" INSTACART 404 C2 9'-6" CLOSET 403 C2 9'-6" ENTRY/EXIT VESTIBULE 100 C1 OTS FRONT END CHECKOUT AREA 101 C1 OTS FLORAL SALES 114 C1 OTS PRODUCE SALES 113 C1 OTS MEAT SERVICE AISLE 203 C3 9'-6" BAKERY SERVICE AISLE 112 C3 9'-6" DAIRY SALES 111 C1 OTS FROZEN SALES 110 C1 OTS GROCERY SALES 109 C1 OTS BEER AND WINE SALES 107 C1 OTS BULK/COFFEE/CANDY SALES 108 C1 OTS DELI PREP 202 C8 11'-0" RECEIVING 502 C1 OTS BOH CORRIDOOR 504 C1 OTS FLORAL COOLER 316 C4 10'-0" FLORAL PREP 315 C3 9'-6" PRODUCE COOLER 314 C4 10'-0" PRODUCE PREP 313 C5 10'-0" KITCHEN 312 C3 10'-0" COLD COOKED PREP 311 C5 10'-0" COLD COOKED COOLER 310 C4 10'-0" SCULLERY 309 C3 10'-0" FIRE RISER 503 C1 OTS BAKERY PREP 302 C3 9'-6" BAKERY COOLER 301 C4 10'-0" DAIRY COOLER 300 C4 10'-0" BREAK ROOM 405 C2 9'-0" RESTROOM 408 C2 8'-0" RESTROOM 407 C2 8'-0" WELLNESS ROOM 406 C2 9'-0" BULK COOLER 305 C4 10'-0" ICE CREAM FREEZER 306 C4 10'-0" BAKERY DELI GROCERY FREEZER 307 C4 10'-0" MEAT & SEAFOOD FREEZER 308 C5 10'-0" ELECTRICAL ROOM 501 ETR ETR B.O. HEADER @ 8'-6" BO CANOPY @ 10'-6" B.O. FINISH AT HEADER @ 8'-6" B.O. FINISH AT HEADER @ 8'-6" B.O. HEADER @ 8'-5" B.O. HEADER @ 9'-0" B.O. HEADER @11'-0" RESTROOM COORIDOR 409 C2 12'-0" 3 A109 _______ 4 A109 _______ 2 A109 _______42'-0 1/2"24'-6 1/2"2 A501 _______ 10 11 TYP. 11 TYP. 9 7 55 3 1 11' - 5"6' - 0" 11' - 2 7/8" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 9 5/8"8' - 0"8' - 0"9' - 0"9' - 0" 10' - 0"11' - 8 1/4" 10' - 9 1/8" 6' - 0 1/2"6' - 2 1/2"3' - 5"5 A109 _______ BO VALANCE @10'-10" 2X2 FIXTURE REFLECTED CEILING LEGEND SUPPLY DIFFUSER RETURN REGISTER GYPSUM CEILING COOLER / FREEZER 2X2 SUSPENDED CEILING TILE/GRID 2X2 FIXTURE PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 45 ABCDEABCDE123 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:17:52 PMREFLECTED CEILING PLANS A107 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1/8" = 1'-0"1 FIRST FLOOR REFLECTED CEILING PLAN 1. BULKHEAD ABOVE. 2. SUSPENDED TILE HOLD DOWN CLIPS. 3. EXHAUST HOOD ABOVE. 4. EVAPORATOR UNITS. 5. LINE OF MEZZANINE LEVEL ABOVE 6. GENERAL CONTRACTOR AND REFRIGERATION CONTRACTOR TO COORDINATE INSTALLATION OF AL ITEMS IN OPEN CEILING AND NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS. 7. DIAGONAL WIRE BRACE AT EACH THREADED ROD ATTACHMENT. 8. NEATLY SEAL PIPE PENETRATIONS WITH SPRAY FOAM INSULATION WITHIN WALL CAVITY. TRIM FOAM INSULATION FLUSH WITH WALL SURFACE AND PAINT TO MATCH. 9. GC TO PROVIDE BLOCKING ABOVE DOOR FOR MISTING SYSTEM SHELF. G.C. TO ALSO PROVIDE SHELF. 10. MECHANICAL AIR CURTAIN -SEE MECHANICAL DRAWINGS FOR MORE INFORMATION. 11. NEW RECESSED DOWNLIGHT INTO SOFFIT. KEYNOTE LEGEND 1. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITHOTHER TRADES. 2. ALL LIGHTING IS PROVIDED BY THE FRESH MARKET AND IS INSTALLED BY THE G.C. UNLESS NOTED OTHERWISE. THIS DRAWING IS FOR COORDINATION PURPOSES, SEE ELECTRICAL DRAWINGS FOR ACTUAL DESCRIPTION AND LOCATION OF LIGHTING FIXTURES. 3. PROVIDE UNISTRUT SUPPORTS AS REQUIRED TO SUPPORT SUSPENDED LIGHTING GRIDS, SUSPENDED CEILING, REFRIGERATION UNITS, ETC. PAINT ANY UNISTRUT OR SUPPORT TO MATCH COLOR OF STRUCTURE ABOVE. CONNECTIONS TO BAR JOISTS ABOVE SHALL BE MADE AT PANEL POINTS. 4. REFERENCE 4/A504 FOR ACT GRID DETAILS. 5. ACT GRID TO BE LAID OUT FROM CENTER POINT OF ROOM IN BOTH DIRECTIONS UNLESS LESS THAN 1/4 TILE. 6. SEE ELECTRICAL DRAWINGS FOR EMERGENCY, EXIT, AND EXTERIOR LIGHTING LAYOUT AND INFORMATION. 7. COMPLY WITH SPECIAL REQUIREMENTS OF THE CODE WHICH PERTAIN TO THE SEISMIC REQUIREMENTS OF THIS PROJECT. 8. FOR MORE INFORMATION ON VALANCES, REF SHEET A108. 9. REFERENCE A600 FINISH SCHEDULE FOR CEILING PAINT & PENDANT LIGHTING CORD COLOR SPECIFICATIONS. 10. REFERENCE ELECTRICAL PLANS FOR LIGHT FIXTURE MOUNTING HEIGHTS. 11. FOR REQUIRED PATCHING AT ROOF, GENERAL CONTRACTOR SHALL USE LL APPROVED ROOFING CONTRACTOR. 12. REFER TO A501 FOR CHASE TYPES AND DETAILS. 13. ALL LIGHTING FIXTURE LOCATIONS AND QUANTITIES SHOWN ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED BY GC AND COORDINATED WITH MEP. 14. MODIFY EXISTING SPRINKLER SYSTEM AND FIRE ALARM AS REQUIRED BY LOCAL CODES. 15. REFERENCE A504 FOR CEILING JOIST ATTACHMENTS AND GYPSUM CONTROL JPINTS. 16. ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED BY LOCAL FIRE DEPARTMENT TO CLEARLY DEFINE EXIT PATH. 17. TRACK LIGHITNG IS TO BE AIMED DOWN, AFTER PRODUCT HAS BEEN STOCKED G.C., ELECTRICAL SUB, TFM PM & LIGHITNG DESIGNER ARE TO MEET ON SITE AND COORDINATE THE AIMING OF THE TRACK LIGHTING. TYP. SHEET NOTES 1. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITH OTHER TRADES. 2. REFER TO DETAILS FOR JOIST REINFORCEMENT ANGLES AS REQUIRED. CONTRACTOR TO CONFIRM LOCATIONS AND REPORT DISCREPANCIES / DEFICIENCIES TO ARCHITECT IMMEDIATELY. 3. VERIFY CONDITIONS AND REPORT ALL DISCREPANCIES TO ARCHITECT IMMEDIATELY. 4. BRACE WALLS IN DIRECTION OPPOSITE OF CUSTOMER VIEW. GENERAL NOTES ADD SECTION AT BULKHEAD NO. DATE DESCRIPTION 02/07/22 1.4 1.4 1 1 2 2 2.1 2.5 2.5 3 3 3.5 3.5 3.9 4 4 5 5 5.4 5.4 6 6 4.4 B B C C D D E E F F G G A A Z Y FRONT END CHECKOUT AREA 101 C1 OTS FLORAL SALES 114 C1 OTS MEAT SERVICE AISLE 203 C3 9'-6" BAKERY SERVICE AISLE 112 C3 9'-6" DELI PREP 202 C8 11'-0" FLORAL COOLER 316 C4 10'-0" FLORAL PREP 315 C3 9'-6" B.O. HEADER @ 10'-6" B.O. HEADER @ 8'-6" B.O. HEADER @ 8'-6" B.O. HEADER @ 8'-6" 1 A109 _______ 3 A109 _______ 4 A109 _______2' - 3"8' - 0"8' - 0"8' - 0"8' - 0"2' - 3"1000S200-54 (CONTINUOUS)DELI VALANCE : 100 PLFTYP.TYP.4'-2"4'-2 1/2"12'-4 1/2"2 A109 _______1'-6"8 '-0"8'-0"1'-6"TYP.TYP.2 A501 _______ WAVE CEILING FURNISHED AND INSTALLED BY TFM DECOR VENDOR 45.00 ° 1 TYP. 4 5 6 7 2 3 TYP. TYP.4' - 9 3/4"23' - 9 3/8" 10' - 7 1/2"23' - 9 7/8"1' - 0"5' - 9"23' - 2 3/8" 10' - 9 1/8" 89' - 5"3' - 10"6' - 2 1/2"10' - 6"8' - 9 3/4"4' - 2 1/4"5 A109 _______ HATCHED AREA INDICATES STRUCTURAL FRAMING. REFERENCE STRUCTURAL SECTIONS. PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS ARCHITECT DISCIPLINE LICENSE NUMBER 12/7/2021 12:18:00 PMVALANCE CEILING PLAN A108 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1/8" = 1'-0"1 VALANCE CEILING PLANS 1. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITH OTHER TRADES. 2. REFER TO DETAILS FOR JOIST REINFORCEMENT ANGLES AS REQUIRED. CONTRACTOR TO CONFIRM LOCATIONS AND REPORT DISCREPANCIES / DEFICIENCIES TO ARCHITECT IMMEDIATELY. 3. VERIFY CONDITIONS AND REPORT ALL DISCREPANCIES TO ARCHITECT IMMEDIATELY. 4. BRACE WALLS IN DIRECTION OPPOSITE OF CUSTOMER VIEW. GENERAL NOTES 1. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITHOTHER TRADES. PROVIDE UNISTRUT SUPPORTS AS REQUIRED TO SUPPORT SUSPENDED LIGHTING GRIDS, SUSPENDED CEILING, REFRIGERATION UNITS, ETC. PAINT ANY UNISTRUT OR SUPPORT TO MATCH COLOR OF STRUCTURE ABOVE. CONNECTIONS TO BAR JOISTS ABOVE SHALL BE MADE AT PANEL POINTS. 2. COMPLY WITH SPECIAL REQUIREMENTS OF THE CODE WHICH PERTAIN TO THE SEISMIC REQUIREMENTS OF THIS PROJECT.. 3. REFERENCE A600 FINISH SCHEDULE FOR CEILING PAINT. 4. MODIFY EXISTING SPRINKLER SYSTEM AND FIRE ALARM AS REQUIRED BY LOCAL CODES. 5. REFERENCE A504 FOR CEILING JOIST ATTACHMENTS AND GYPSUM CONTROL JPINTS. SHEET NOTES 1. EXISTING JOIST GIRDER LOCATIONS (V.I.F.) 2. 3/4" DIAMETER THREADED ROD HANGERS. REF A110 FOR MORE INFORMATION. 3. DIAGONAL WIRE BRACE AT EACH THREADED ROD ATTACHMENT. 4. FABRICATOR OF SUSPENDED WAVE ELEMENT IS RESPONSIBLE FOR UPDATING AND INFORMING AOR & EOR OF ANY AND ALL FABRICATION CHANGES TO WEIGHT OF SUSPENDED STRUCTURE. 5. FABRICATOR OF SUSPENDED WAVE ELEMENTIS RESPONSIBLE FOR ENGINEERING OF SUSPENSION SYSTEM, CONNECTIONS, LATERAL (DIAGONAL CABLE OR SOLID ROD) BRACING AND ATTACHMENTS. 6. FABRICATOR OF SUSPENDED WAVE ELEMENTIS RESPONSIBLE FOR LAYOUT AND CONNECTION FOR INTEGRATED LIGHTING FIXTURES AND ELECTRICAL POWER. 7. CONNECTIONS TO EXISTING BUILDING STRUCTURAL SYSTEM: REFERENCE STRUCTURAL PLANS FOR REQUIRED STIFFENING OF EXISTING JOISTS AT ATTACHMENTS POINTS. KEYNOTE LEGEND NO. DATE DESCRIPTION 02/07/22 5 BOTTOM OF WALL TO BE WRAPPED WITH 5/8" GYP BOARD, UP TO 6" ABOVE FINISHED FACE OF CEILING. PAINT PER SCHEDULE. REFERENCE INTERIOR ELEVATIONS FOR FINISHES AND THEIR EXTENTS EXISTING STRUCTURE362S137-54 CONTINUOUS. ATTACH WITH (2) #10 TEK AT EACH STUD TYP. (4) #10 TEK SCREWS MIN STUD TO STUD CONNECTION TYP UNO (3) #10 TEK SCREWS AT EACH STUD (TYP) DROP CEILING REF RCP AND FINISH SCHEDULE WALL FINISH AS SCHEDULED 362S137-43 CONTINUOUS 3 5/8" 16 GA METAL HORIZONTAL BRACE AT 16" OC 3 5/8" 16 GA CONTINUOUS METAL STUD TRACK, TYP 6" 20 GAUGE METAL STUD BRACE AT 32" OC. (3) #10 TEK SCREWS AT CONNECTION AT EACH END 1 1 A503 14 REFERENCE S400 FOR ATTACHMENT DETAILS 6"108' - 6" GC TO COORDINATE SIGNAGE BLOCKING AND ELECTRICAL AS NEEDED WITH TFM DECOR VENDOR BO FINISH A504 13 A504 5L3X3X3/16 WEB STIFFENER. REFERENCE STRUCTURAL 5/8" GYPSUM BOARD ON 6" 20 GAUGE METAL STUD 16" OC. NOTE: REFERENCE STRUCTURAL PLANS FOR CONSTRUCTION OF VALANCE SUPPORTING WALL. ARCHITECTURAL DRAWINGS ARE GRAPHICAL ONLY. REFERENCE S400 FOR ATTACHMENT DETAILS BOTTOM OF WALL TO BE WRAPPED WITH 5/8" GYP BOARD, UP TO 6" ABOVE FINISHED FACE OF CEILING. PAINT PER SCHEDULE. REFERENCE INTERIOR ELEVATIONS FOR FINISHES AND THEIR EXTENTS EXISTING STRUCTURE 3 5/8" x 20 GAUGE GALVANIZED METAL TRACK ANCHORED TO TOP EDGE OF COOLER WITH (2) 1 1/2" LONG MAX #10 TEK SCREWS. (4) #10 TEK SCREWS AT EACH STUD (TYP) 3 5/8" 16 GAUGE METAL BRACE AT 16" O.C. SECURE TO STUDS W(3) #10 TEK SCREWS 3 5/8" 16 GAUGE CONTINUOUS METAL STUD TRACK, TYP INSULATION PACK TO PREVENT LIGHT TRANSMISSION INTO SALES AREA. CLIP INSULATION IN PLACE 26 GA ANGLE CLOSURE 5/8" GYPSUM BOARD ON 600S162-43@16" O.C. DROP CEILING REFERENCE RCP AND FINISH SCHEDULE. 1 1 1 1 W1 WALL FINISH B2 BASE 6"600S162-43 AT EACH JOIST WITH (4) #10 TEXK SCREWS EACH END 362S137-43 CONTINOUS GC TO COORDINATE BLOCKING AND ELECTRICAL AS NEEDED FOR SIGNAGE WITH TFM DECOR VENDOR 108' - 6" BO FINISH T.O. WINDOW B.O. WINDOW W17' - 9 1/4"B25"WALL TILE VARIES1' - 9 3/4"3' - 7 1/2"W1 TILE1' - 0"1" W24W1 TILE1' - 6"1" W24W1 TILE1' - 0"5/8" GYP BOARD ON 3 5/8" 20 GAUGE METAL STUD AT 16" O.C. BLACK SCHLUTER QUADEC STRIP. BLACK SCHLUTER QUADEC STRIP. NOTE: REFERENCE STRUCTURAL PLANS FOR CONSTRUCTION OF VALANCE SUPPORTING WALL. ARCHITECTURAL DRAWINGS ARE GRAPHICAL ONLY. 600S162-54 WITH (2) #12 TEK SCREWS TO EACH STUD AND WELDED TO EXISTING STRUCTURE. REFERENCE S400 (N) L3X3X3/16 WEB STIFFENER TYP. REFERENCE S400 104' - 0" 107' - 2" (3) #10 TEK SCREWS AT EACH STUD (TYP) 3 5/8" 16 GAUGE CONTINUOUS METAL STUD TRACK, TYP 4' - 2 1/8" BACK SIDE OF VALANCE PARTITION WALLS WITH 5/8" PLYWOOD DO NOT EXTEND FRAMING BEYOND TOP OF CANOPY DIAGONAL WIRE BRACING AT EACH THREADED ROD ATTACHMENT A110 2 A110 2 ACT CEILING EXISTING STRUCTURE NOTE: REFERENCE STRUCTURAL PLANS FOR CONSTRUCTION OF VALANCE SUPPORTING WALL. ARCHITECTURAL DRAWINGS ARE GRAPHICAL ONLY. 10X10X2 FREEDOM BRACKET WOOD BLOCKING MONITOR BY TFM OPP AWNING VENDOR TO PROVIDE METHOD OF SECURING THE ACT. 5 (4) #10 TEK SCREWS MIN STUD TO STUD CONNECTION TYP UNO 3 5/8" 16 GA METAL HORIZONTAL BRACE AT 16" OC 3 5/8" 16 GA CONTINUOUS METAL STUD TRACK, TYP 3 5/8" x 20 GA GALVANIZED METAL TRACK ANCHORED TO TOP EDGE OF COOLER WITH (2) 1 1/2" LONG MAX #10 TEK SCREWS. (3) #10 TEK SCREWS AT EACH STUD (TYP) 1 1 A110 8 3 5/8" 20 GAUGE METAL SBRACE AT 16" OC. REFERENCE INTERIOR ELEVATIONS FOR FINISHES AND THEIR EXTENTS EXISTING STRUCTURE (3) #10 TEK SCREWS AT EACH STUD (TYP) 6" 20 GAUGE METAL STUD BRACE AT 32" OC. (3) #10 TEK SCREWS AT CONNECTION AT EACH END 362S137-43 CONTINOUS REFERENCE S400 FOR ATTACHMENT DETAILS A110 9 GC TO COORDINATE BLOCKING AND ELECTRICAL AS NEEDED FOR SIGNAGE WITH TFM DECOR VENDOR A504 13 A504 5 362S137-54 CONTINUOUS. ATTACH WITH (2) #10 TEK AT EACH STUD TYP. L3X3X3/16 WEB STIFFENER. REFERENCE STRUCTURAL PLANS 5/8" GYPSUM BOARD ON 6" 20 GAUGE METAL STUD 16" OC. NOTE: REFERENCE STRUCTURAL PLANS FOR CONSTRUCTION OF VALANCE SUPPORTING WALL. ARCHITECTURAL DRAWINGS ARE GRAPHICAL ONLY. 1 1 REFERENCE S400 FOR ATTACHMENT DETAILS REFERENCE INTERIOR ELEVATIONS FOR FINISHES AND THEIR EXTENTS EXISTING STRUCTURE 5/8" GYPSUM BOARD ON 600S162-43@16" O.C. INSULATION PACK TO PREVENT LIGHT TRANSMISSION INTO SALES AREA. CLIP INSULATION IN PLACE NOTE: REFERENCE STRUCTURAL PLANS FOR CONSTRUCTION OF VALANCE SUPPORTING WALL. ARCHITECTURAL DRAWINGS ARE GRAPHICAL ONLY. BOTTOM OF WALL TO BE WRAPPED WITH 5/8" GYP BOARD, UP TO 6" ABOVE FINISHED FACE OF CEILING. PAINT PER SCHEDULE. 5/8" GYP BOARD ON 3 5/8" 20 GAUGE METAL STUD AT 16" O.C. BLACK SCHLUTER QUADEC STRIP.W1 TILE1' - 0"1/2" W24W1 TILE1' - 6"1/2" W24W1 TILE1' - 0"(4) #10 TEK SCREWS AT EACH STUD (TYP) 600S162-43 AT EACH JOIST WITH (4) #10 TEXK SCREWS EACH END 362S137-43 CONTINOUS GC TO COORDINATE BLOCKING AND ELECTRICAL AS NEEDED FOR SIGNAGE WITH TFM DECOR VENDOR BLACK SCHLUTER QUADEC STRIP. (N) L3X3X3/16 WEB STIFFENER TYP. REFERENCE S400 1 1 3' - 7 1/2" 108' - 6" B.O. FINISH A504 3 W1 WALL FINISH B2 BASE DROP CEILING REFERENCE RCP AND FINISH SCHEDULE. SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 123 4 5 ABCDEABCDE123 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:18:06 PMVALANCE/CANOPY SECTIONS& DETAILS A109 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITHOTHER TRADES. 2. ALL AWNINGS PROVIDED BY THE FRESH MARKET TO BE TREATED WITH FLAMECOAT TO ACHIEVE: N.F.P.A 701 SMALL SCALE CLASS A A.S.T.M. -84, FLAME SPREAD: LESS THAN 10 SMOKE DENSITY: LESS THAN 25 3. PROVIDE VALANCE SUPPORT TUBE STEEL ABOVE BAR JOIST BOTTOM CHORD (PREFERRED CONDITION). WELD TUBE STEEL TO BOTTOM OF BAR JOIST BOTTOM CHORD ONLY IF ADJACENT CONDITIONS PREVENT INSTALLING TUBE STEEL ON TOP OF JOIST BOTTOM CHORD. GENERAL NOTES 1/2" = 1'-0"1 BULKHEAD SECTION AT FLORAL 1/2" = 1'-0" 3 BULKHEAD SECTION AT MEAT & SEAFOOD BULKHEAD 3/8" = 1'-0"4 SECTION THRU DELI ISLAND 1/2" = 1'-0"2 BULKHEAD SECTION AT FLORAL COOLER 1/2" = 1'-0" 5 BULKHEAD SECTION AT BAKERY SIM NO. DATE DESCRIPTION 02/07/22 3/4" DIAMETER THREADED ROD ASTM A36 STEEL. REF 1 -A108 FOR LOCATIONS. HSS 2 1/2" X 2 1/2" X 3/16" CONTINUOUS MIN 1/4" X 3" SQUARE PLATE WASHER WITH NUT, TOP AND BOTTOM NOTE: REFERENCE STRUCTURAL PLANS FOR CONSTRUCTION OF VALANCE SUPPORTING WALL. ARCHITECTURAL DRAWINGS ARE GRAPHICAL ONLY. 3/4" DIAMETER THREADED ROD ASTM A36 STEEL TO BE LOCATED AT 8'-0" O.C. MAX. ROOF JOIST HSS 2 1/2" X 2 1/2" X 5/16" TACK WELD TO JOIST DOUBLE NUT L2X2X1/4" FROM LOAD POINT TO BOTTOM CHORD PANEL POINT NOTE: REFERENCE STRUCTURAL PLANS FOR CONSTRUCTION OF VALANCE SUPPORTING WALL. ARCHITECTURAL DRAWINGS ARE GRAPHICAL ONLY.6"COUNTER SINK NUT AND ROD CONTINUOUS DOUBLE 2X4 FRT WOOD BLOCKING AWNING FRAME BY TFM AWNING VENDOR 5/8" FRT PLYWOOD BEHIND CANOPY SOFFIT 3 5/8" 18 GAUGE METAL STUDS AT 16" O.C. 3/4" DIAMETER THREADED ROD ASTM A36 STEEL, LOCATED AT 8'-0" O.C. MAX. AND 6" FROM ENDS SCHEDULED CEILING USE OVERSIZED WASHER AND LOCK WASHER 5/8" GYPSUM SOFFIT AND FASCIA, PAINT PER SCHEDULE 5/8" PAINT GRADE PLYWOOD SHEATHING, PAINT PER SCHEDULE METAL STUD FRAMED BOX BEAM REFERENCE HEADER SCHEDULE #10 WOOD SCREW TO METAL AT 16" O.C. NOTE: REFERENCE STRUCTURAL PLANS FOR CONSTRUCTION OF VALANCE SUPPORTING WALL. ARCHITECTURAL DRAWINGS ARE GRAPHICAL ONLY. 5/8" GYPSUM SOFFIT AND FASCIA, PAINT PER SCHEDULE (2) 600S162-43 @ 48" OC 600T150-33 WITH (2) #12 TEK SCREWS TO EACH STUD #10 tEK SCREW 12" OC TO DECK. 600S162-43 @16" OC. 1 1 ATTACHMENT AND BRACING AT PERPENDICULAR JOIST ATTACHMENT AND BRACING AT PARALLEL JOISTS EXISTING ROOFING SYSTEM 362S137-54 CONTINOUS WITH (2) #10 TEK SCREW AT EACH STUD (2) 600S137-43 @ EACH BRACE LOCATION 1 1 NOTE: REFERENCE STRUCTURAL PLANS FOR CONSTRUCTION OF VALANCE SUPPORTING WALL. ARCHITECTURAL DRAWINGS ARE GRAPHICAL ONLY. 600S162-43 AT EACH JOIST WITH (4) #10 TEXK SCREWS EACH END 362S137-43 CONTINOUS 600S162-54 WITH (2) #12 TEK SCREWS TO EACH STUD AND WELDED TO EXISTING STRUCTURE. REFERENCE STRUCTURAL PLANS (N) L3X3X3/16 WEB STIFFENER TYP 600S162-43 AT 48" OC WITH (4) #10 TEK SCREWS EACH END REFERENCE STRUCTURAL DRAWINGS FOR JOIST WEB STIFFENER EXISTING STRUCTURE PAINT PER SCHEDULE 3/4" DIAMETER THREADED ROD ASTM A36 STEEL. REF A108 FOR LOCATIONS. WIRE BRACE AT EACH THREADED ROD ATTACHMENT. 10'-6" AFF B.O. AWNING 3 5/8" 18 GAUGE STUDS AT 16" O.C. 5/8" FRT PLYWOOD BEHIND AWNING FROM 11'-2" AFF TO 14'-6" AFF. 10'-10" AFF B.O. VALANCE FINISHED FLOOR 3/4" DIAMETER THREADED ROD ASTM A36 STEEL. TO BE LOCATED AT 8'-0" O.C. ALONG ALL FOUR SIDES 3 5/8" 18 GAUGE METAL STUD DIAGONAL BRACE AT 32" O.C. 10" 16 GAUGE METAL STUDS AT 16" O.C. PROVIDE BLOCK AND STRAP BRACING AT EVERY THIRD POINT OF SPAN FOR LATERAL SUPPORT NOTE: ALL UNISTRUCT, CLIP ANGLES, ETC. SHALL BE PAINTED TO MATCH STRUCTURE (3) #10 TEK SCREWS EACH END (TYP) A110 6 7 A110 _______ 10" CONTINUOUS TRACK WITH (2) #10 AT EACH STUD 14'-6" AFF T.O. VALANCE A110 5 A110 3 CONTINUOUS NESTED STUD AND TRACK PER 3A/109 COOPER (SEALED) AWNING BY THE FRESH MARKET AWNING VENDOR REFERENCE RCP FOR CEILING DETAILS SIGNAGE BY THE FRESH MARKET DECOR VENDOR NOTE: REFERENCE STRUCTURAL PLANS FOR CONSTRUCTION OF VALANCE SUPPORTING WALL. ARCHITECTURAL DRAWINGS ARE GRAPHICAL ONLY. (3) #10 TEK SCREWS AT EACH STUD WIRE BRACE AT 1/3 POINTS. ATTACH HANGER WIRE TO BOTTOM CHORD ONLY WHEN DESIGNED TO CARRY THE VERTICAL LOAD OF THE SUSPENDED CEILING SYSTEM 16 GAUGE CONTINUOUS "U" CHANNEL BRIDGING (1) #10 TEK SCREW AT EACH STUD 3 5/8" 16 GA NESTED STUDS AND CONT TRACK 10" 16 GAUGE METAL STUDS AT 16" O.C. PROVIDE BLOCK AND STRAP BRACING AT EVERY THIRD POINT OF SPAN FOR LATERAL SUPPORT NOTE: REFERENCE STRUCTURAL PLANS FOR CONSTRUCTION OF VALANCE SUPPORTING WALL. ARCHITECTURAL DRAWINGS ARE GRAPHICAL ONLY. WIRE BRACE AT 1/3 POINTS. ATTACH HANGER WIRE TO BOTTOM CHORD ONLY WHEN DESIGNED TO CARRY THE VERTICAL LOAD OF THE SUSPENDED CEILING SYSTEM 16 GAUGE CONTINUOUS "U" CHANNEL BRIDGING (3) #10 TEK SCREW AT EACH STUD (TYP) 20 GAUGE TRACK BLOCKING LOCATED AT THREADED RODS (3) #10 TEK SCREWS AT EACH STUD 3 5/8" 16 GA NESTED STUDS AND CONT TRACK 10" 16 GAUGE METAL STUDS AT 16" O.C. PROVIDE BLOCK AND STRAP BRACING AT EVERY THIRD POINT OF SPAN FOR LATERAL SUPPORT 3 5/8" 16 GAGE METAL STUD WITH NESTED 16 GA. GALV. METAL TRACK CONT. BLOCKING SECURE TO 20 GA CLIP ANGLE WITH (2) #10 TEK SCREWS EXIST JOIST. NOTE: REFERENCE STRUCTURAL PLANS FOR CONSTRUCTION OF VALANCE SUPPORTING WALL. ARCHITECTURAL DRAWINGS ARE GRAPHICAL ONLY. 3 5/8"x 20 GA. GALV. MTL. TRACK ANCHORED TO TOP EDGE OF COOLER WITH (2) 1 1/2" LONG MAX #10 TEK SCREWS INSIDE OF COOLER ANGLED STUD AT SIM CONDITION 6 5/8"x 20 GA. GALV. MTL. TRACK ANCHORED TO TOP EDGE OF COOLER WITH (2) 1 1/2" LONG MAX #10 TEK SCREWS INSIDE OF COOLER OFFSET WALL, SO FINISHES ARE IN THE SAME PLANE SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE12 3 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:18:08 PMVALANCE/CANOPY DETAILS A110 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 3" = 1'-0"4 HEAD SUPPORT CONDITION AT VALANCE WALL PARALLEL TO JOIST 3" = 1'-0" 5 HEAD SUPPORT CONDITION AT VALANCE WALL PERPENDICULAR TO JOIST 3" = 1'-0"3 AWNING SUPPORT DETAIL AT VALANCE WALL 12" = 1'-0"1 BULKHEAD ATTACHMENT 1" = 1'-0" 2 SOFFIT SECTION AT DELI AND FLORAL VALANCE 1 1/2" = 1'-0"6 DELI SOFFIT SUPPORT DETAIL 1 1/2" = 1'-0" 7 DELI SOFFIT SUPPORT DETAIL AT THREADED ROD 3" = 1'-0" 8 VALANCE DETAIL 3" = 1'-0" 9 FLORAL VALANCE DETAIL NO. DATE DESCRIPTION 02/07/22 DN UP 1.4 1.4 1 1 2 2 2.1 2.5 2.5 3 3 3.5 3.5 3.9 4 4 5 5 5.4 5.4 6 6 4.4 4.4 B B C C D D E E F F G G A A Z Y OFFICE 400 WOMEN'S R.R. 401 MEN'S R.R. 402 INSTACART 404 CLOSET 403 FLORAL COOLER 316 FLORAL PREP 315 PRODUCE COOLER 314 PRODUCE PREP 313 KITCHEN 312 COLD COOKED PREP 311 COLD COOKED COOLER 310 SCULLERY 309 FIRE RISER 503 MEAT & SEAFOOD PREP 304 MEAT & SEAFOOD COOLER 303BAKERY PREP 302 BAKERY COOLER 301 DAIRY COOLER 300 MEAT & SEAFOOD FREEZER 308 ICE CREAM FREEZER 306 BULK COOLER 305 BAKERY DELI GROCERY FREEZER 307 ELECTRICAL ROOM 501 RESTROOM 408 RESTROOM 407 WELLNESS ROOM 406 BREAK ROOM 405 F9 F9 F9 F1 F2 F3 F3 F2 F1 F3 F2 F2 F2 F3F3 F2 F2 F2 ALL WALLSALL WALLSALL WALLS ALL WALLS ALL WALLS BEER AND WINE SALES 107 F1 F2 F1 F1F2F9F2 F1 F3 F2 F2 F3 F3 F2 F3 F2 F1 GROCERY SALES 109 BAKERY SERVICE AISLE 112 BULK/COFFEE/CANDY SALES 108 FRONT END CHECKOUT AREA 101 DAIRY SALES 111 FROZEN SALES 110 DELI PREP 202 PRODUCE SALES 113 MEAT SERVICE AISLE 203 FLORAL SALES 114 F8 F8 F5 F1 F2 F1 F8 F6F6 F8 F6 F8 F1 F1 F1 F1 F1 F5 F1 F5 F8 F5F4 F1 F1 F4 F1 F8 F10 F1 F1 F1 F9 F9 F9 F9 F9 F1 F6 F9 F1F1 F1 UP F1 PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE123 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:18:11 PMSHEATHING PLANS A111 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 A. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITH OTHER TRADES. B. COORDINATE EXTENTS OF PARTITION SHEATHING ABOVE LAY- IN CEILING WITH WALL SECTION DETAILS. GENERAL NOTES F1 5/8" MOLD TOUGH TO 8'-0" AFF, AND 5/8" TYPE "X" GWB ABOVE F2 5/8" FRT PLYWOOD TO 8'-0" AFF AND 5/8" TYPE "X" GWB ABOVE F3 5/8" FRT PLYWOOD ON EXTERIOR OF COOLER PANELS TO 4'-0" AFF TOP EDGE OF PLYWOOD TO BE SEALED. BASE AS SCHEDULED. F4 5/8" DENSHIELD TO 8'-0" AFF AND 5/8" TYPE "X" GWB ABOVE F5 5/8" TYPE "X" GWB, ENTIRE WALL F6 NOT SHEATHING, FINISH APPLIED DIRECTLY TO COOLER PANEL. F7 5/8" FRT PLYWOOD SHEATHING TO SILL HEIGHT, 5/8" TYPE "X" GWB ABOVE F8 5/8" DENSHIELD, ENTIRE WALL F9 5/8" FRT PLYWOOD, ENTIRE WALL F10 1/2" FRT PLYWOOD HORIZONTALLY APPLIED TO EXTERIOR OF COOLER PANEL UP TO BOTTOM OF CEILING. PLYWOOD TO BE SECURED WITH ADHESIVE AND FASTENED AT VERTICAL COOLER PANEL JOINT LOCATIONS. LEGEND 1/8" = 1'-0"1 FIRST FLOOR SHEATHING PLAN NO. DATE DESCRIPTION 02/07/22 8'-0" E.Q. E.Q. 8'-0"E.Q. E.Q. E.Q.E.Q. RTU-2 ETR CAP CURB CAP CURB CAP CURB CAP CURB CAP CURB CAP CURB CAP CURB CAP CURB CAP CURB CAP CURB RTU-4 RTU-3 ETR MUA-1 FAN COIL ETR EF-7 ETR EF-8 ETR EF-4 RTU-1 ETR EF-4 EF-5 RTU-6 EXISTING RELIEF CAP RTU-5 EF-1 EF-2 EXISTING ROOF SLOPE4 9 9 9 9 9 99 9 9 9 9 8 8 3 5 2 8 8 8 3 7 7 7 6 3 10 11 11 11 11 1 2434 SF 2434 SF ETR ETR ETRETRETRETR ETR EXHAUST FAN RTU CONDENSER /REF - --- RTU REF MECH NEOPRENE TAPE GASKET FULLY ADHERED FLASHING MEMBRANE EXTEND UP AND OVER TOP OF CURB CONT EDGE SEALANT IF REQUIRED BY MFG ROOF MEMBRANE EXISTING INSULATION PRE-FABRICATED MANUFACTURED METAL CURB BY MECH CONTRACTOR INSULATION FASTENER AND PLATE STEEL ANGLE REF STRUCTURAL (TYP) INFILL MTL DECK AND INSULATION AS REQ'D TO MATCH EXISTING. REF STRUCTURAL EXHAUST FAN BASE FLASHING PRE-FABRICATED ROOF CURB BY MECHANICAL CONTRACTOR GASKETED FASTENERS AT 8" OC WOOD BLOCKING BY CURB MANUFACTURER ANGLE TO ATTACH DUCTWORK EXISTING ROOFING SYSTEM INFILL MTL DECK AND INSULATION AS REQ'D TO MATCH EXISTING. REF STRUCTURAL GLASS FIBER INSULATION HEAT WELD OR ADHESIVE ATTACH TO ROOF MOLDED PIPE FLASHING PLACE CONTINUOUS SEALANT UNDER PIPE FLASHING NEAR BAND AND PIPE STAINLESS STEEL DRAW BAND WHERE APPROVED BY LOCAL JURISDICTION WRAP PIPE WITH MEMBRANE NOTE: FOR ELECTRICAL PENETRATIONS AND CONDENSATE PIPE PENETRATIONS USE URETHANE RUBBER SEAL SYSTEM REF SPECS NOTE: WHEN PENETRATION IS LARGER THEN 6" REF ROOFING MANUFACTURERS SPECIFICATIONS INSULATION STRUCTURE (VARIES) FACE OF WALL ROOF MEMBRANE PRESSURE SENSITIVE FLASHING IF REQUIRED FOR SYSTEM TRANSITION SPLICE TAPE 1" CONTINUOUS TERMINATION BAR WITH DRIVE PIN OR SCREW ANCHORS AT 12" OC PLYWOOD AND TREATED 2X4 BLOCKING (AT STUD CONNECTION ONLY) FULLY ADHERED WATERPROOFING MEMBRANE 1 1/2" TYP2 1/2" TYP8" MIN1" MIN FASTENER TYPICAL ROOF INSULATION GLASS FIBER INSULATION FLUE REF MECH ROOF MEMBRANE FLASHING REF MECH STORM COLLAR REF MECH NOTE: PROVIDE ROOF PENETRATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE123 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:18:13 PMROOF PLAN A112 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1/8" = 1'-0"1 ROOF PLAN 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND INFORM THE ARCHITECT AND OWNER OF ANY DISCREPANCIES OR UNUSUAL CONDITIONS ENCOUNTERED IN THE FIELD. 2. EXISTING TPO MEMBRANE OVER INSULATION TO REMAIN. ROOF WORK PERFORMED MUST BE BY AN APPROVED CONTRACTOR. ROOFING SYSTEM WARRANTY MUST NOT BE VOIDED 3. WHEN INSTALLING NEW CURBS OR MAKING ROOF PENETRATIONS REFERECNE DETAILS ON THIS SHEET TO PROVIDE A WATER TIGHT MEMBRANE. 4. ONLY EQUIPMENT MANUFACTURER'S INSULATED CURBS ARE TO BE USED. 5. CRICKETS TO DIVERT WATER TO ROOF DRAINS ARE REQUIRED AT ALL R.T.U.s, AND ALL OTHER EQUIPMENT AND PENETRATIONS. 6. ROOF TOP UNITS SHOWN FOR REFERENCE ONLY FOR STEEL OPENINGS. 7. ALL ROOF EQUIPMENT LOCATED PER STRUCTURAL DRAWINGS RELATIVE TO STRUCTURAL MEMBERS. 8. ALL ROOFING MATERIAL SHALL HAVE A MINIMUM CLASS "B" RATING. 9. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES AND DETAILS. 10. VERIFY LOCATIONS OF ALL ROOF PENETRATIONS WITH STRUCTURAL, PLUMBING, MECHANICAL AND ARCHITECTURAL DRAWINGS. 11. REFER TO MECHANICAL DRAWINGS FOR MOUNTING REQUIREMENTS OF ROOFTOP EQUIPMENT. 12. VERIFY EXACT LOCATION OF ALL MECHANICAL HVAC UNITS. REFERENCE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 13. MECHANICAL SUB-CONTRACTOR TO COORDINATE INSTALLATION AND ACCEPTANCE OF PREFABRICATED CURBS AND PENETRATIONS WITH ROOF-MEMBRANE SUB- CONTRACTOR. GENERAL CONTRACTOR TO PROVIDE ALL NECESSARY BLOCKING, NAILING, ETC. AS NECESSARY FOR A WATERTIGHT AND WATERPROOF BUILDING. 14. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY, COORDINATE AND / OR INSTALL ALL ADJACENT AND \ OR RELATED FLASHING, BLOCKING, NAILERS, CRICKETS, ETC. NECESSARY FOR THE COMPLETE INSTALLATION OF THE ROOF MEMBRANE WHICH ARE REQUIRED FOR A COMPLETE, WARRANTED, WATERTIGHT, WATERPROOF INSTALLATION. 15. ALL ROOF SLOPES ARE TO HAVE A MINIMUM OF 1/4" FALL WHERE CRICKET VALLEYS OCCUR. CRICKETS ARE TO BE PROVIDED WITH SUFFICIENT DEPTH AND SLOPE TO ACCOMMODATE A MINIMUM 1/4" PER FOOT AT THE VALLEY. 16. CONDENSATE PIPING SHOWN ON MECHANICAL DRAWINGS. 17. REFER TO STRUCTURAL DRAWINGS FOR UNIT WEIGHTS OF ALL ROOFTOP MECHANICAL EQUIPMENT. 18. RXISTING ROOF SLOPE, SCUPPERS, COLLECTOR HEADS, AND DOWNSPOUTS TO REMAIN. GC TO VERIFY OPERATION AND REPAIR AS REQUIRED TO ENSURE PROPER ROOF DRAINAGE. GENERAL NOTES 1. EXISTING TPO MEMBRANE OVER INSULATION. TO REMAIN. ROOF WORK PERFORMED TO BE COMPLETED BY AN LL APPROVED CONTRACTOR. 2. EXISTING AIR-COOLED CONDENSER TO REMAIN 3. EXISTING RTU TO REMAIN 4. EXISTING ROOF HATCH TO REMAIN. 5. EXISTING EXHAUST FAN TO REMAIN 6. NEW MAU. REFERENCE MEP/STRUCTURAL PLANS FOR ADDITIONAL DETAILS. 7. NEW RTU AND CURB. REFERENCE MEP/STRUCTURAL PLANS FOR ADDITIONAL DETAILS. 8. NEW EXHAUST FAN. 9. EXISTING RTU/EXHAUST FANS TO BE REMOVED. OPENING TO BE CAPPED AND SEALED MADE WATER TIGHT. REFERENCE MEP/STRUCTURAL PLANS FOR ADDITIONAL DETAILS. 10. NEW DUCTLESS SPLIT UNIT. REFERENCE MEP/STRUCTURAL PLANS FOR ADDITIONAL DETAILS. 11. FURNISH AND INSTALL CRICKETS AND WALK PADS AT NEW RTUS. ALL NEW EQUIPMENT IS TO ME MADE WATER TIGHT. REFERNCE SHEET DETAILS. KEY NOTESROOF LEGEND 1 1/2" = 1'-0"2 ROOF TOP UNIT 1" = 1'-0"3 EXHAUST FAN DETAIL 1" = 1'-0"4 ROOF PENETRATION 1 1/2" = 1'-0" 5 FLASHING MEMBRANE 1" = 1'-0" 6 FLUE PENETRATION NO. DATE DESCRIPTION 02/07/22 21'-7" 21'-7" 5 8 6 68 4 10 8 4 4 7 4 65' - 4"5' - 4"12 1 1 NEW STAIR 13 15 TYP TYP TYP TYP 14 TYP NEW EXIT DOOR NEW STAIR 6'-1" 52'-7 1/2" 11'-2 1/2"82'-0 1/2" 5 4 6 2 1 3 1 9 11 3 15 TYP TYP TYP 47'-1 1/2"18'-2 1/2" 11'-1 1/2" 1 69'-4 1/2" NEW DOCK SEALS NEW DOCK BUMPERS EXISTING TRASH COMPACTOR CHUTE 12 SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE123 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:18:19 PMEXTERIOR ELEVATIONS A200 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 A. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITHOTHER TRADES. B. REFER TO SHEET A600a FOR ROOM AND MATERIAL FINISH SCHEDULES. C. REFER TO SHEET A700 FOR DOOR AND FRAME SCHEDULE. D. GC TO COORDINATE SIGNAGE WITH TFM SIGN VENDOR. PROVIDE POWER, BLOCKING, ETC. AS REQUIRED. SHEET NOTES 1/8" = 1'-0"4 EAST ELEVATION 1/8" = 1'-0"3 WEST ELEVATION 1/8" = 1'-0"2 SOUTH ELEVATION 1/8" = 1'-0"1 NORTH ELEVATION 1. PAINT EXISTING SMOOTH FACE CMU COLOR TO MATCH EXISTING. 2. PAINT NEW CMU INFILL TOMATCH EXISTING COLOR. 3. NEW DOOR AND FRAME, REF 13S300 AND DOOR SCHEDULE 4. EXISTING ALUMINUM STOREFRONT TO REMAIN. 5. EXISTING WINDOW FILM TO REMAIN. 6. NEW WINDOW FILM TO BE APPLIED AND TO MATCH EXISTING. 7. EXISTING WINDOW FILM TO BE REMOVED. 8. CLEAR GLAZING, EXISTING TO REMAIN. 9. INFILL OPENING WITH MATCHING MATERIALS, REF 14S300. 10. SIGNAGE TO BE PROVIDED BY SIGN VENDOR. GC TO PROVIDE POWER AND BACKING REQUIRED TO SECURE SIGNAGE. 11. PAINT NEW DOOR AND FRAME TO MATCH ADJACENT FINISH. 12. NEW CART CORRAL. MASONRY MATERIAL TO MATCH EXISTING. 13. PAINT EXISTING COLLECTOR AND DOWNSPOUT TO MATCH ADJACENT FINISH. 14. PAINT EXISTING DOORS TO MATCH ADJACENT FINISH. 15. PAINT EXISTING PARAPET CAP COLOR TO MACTH EXISTING. NOTES NO. DATE DESCRIPTION 02/07/22 1.4 2 2.1 2.5 3 3.5 3.9 4 54.4 3'-2"4'-0"SEAFOOD AISLE AREA PRODUCE SALES MEAT AISLE AREABAKERY SALES FROZEN SALES OPEN TO BEYOND 11 1 4 4 OPEN TO DAIRY COOLER FOR REAR LOADING DAIRY CASES PER TFM FIXTURE PLAN. G.C. CORD. OPENINGS AS RQD.7'-4"PAINTTAPE & PRIMETYP. 2 3 2 3 8'-6 1/2"TYP. TYP. 7 TYP.24'-0"6 6 8 TYP. 9 TYP. B-1W-1 B-2B-1 B-1 GEN-WLV-1 GEN-WLV-1 PF-PLK-1 W-3 W-3 PF-PLK-1PF-PLK-1 PF-PLK-1PF-PLK-1 TYP. PAINT DOOR FRAME W-22 131313 TYP TYP TYP W-3W-3 W-3 W-3 NOTE: SHIPLAP AND WOOD CAP FURNISHED AND INSTALLED BY TFM DECOR VENDOR. W-24 7 TYP. W-7 13 5 A109 _______ C DA PRODUCE SALES FLORAL COOLER 8'-6"SEAFOOD SALES SEAFOOD AISLE AREA 2 TYP. 3 7 66 TYP.TYP.16'-6"TYP. 6 9 TYP. 8 2 A501 _______ M-8 TYP. B-1 B-1 B-2 B-1 W-1 W-7 GEN-WLV-1 GEN-WLV-1 GEN-WLV-1 GEN-WLV-1 GEN-WLV-1 FLO-PLK-1 W-3W-3 W-3 W-3 W-3 NOTE: SHIPLAP AND WOOD CAP FURNISHED AND INSTALLED BY TFM DECOR VENDOR. PAINT DOOR FRAME W22 PAINT DOOR FRAME W22 GEN-WLV-1 W-7 8 W-3 W-3 GEN-WLV-1 B-2 1.422.1 2.53 3.5 3.9 4 5 4.4 2 TYP. 3 WINE AND BEER SALES4'-6"BEYOND FLORAL SALESFLORAL PREP/CLR PRODUCE SALES 4'-6"8'-6"10 TYP. 9 TYP.8'-4"7 8 11 TYP. 12 W-7 B-1B-1 B-1B-2B-1 GEN-WLV-1 GEN-WLV-1 GEN-WLV-1 GEN-WLV-1 GEN-WLV-1 GEN-WLV-1 FLO-PLK-1 FLO-PLK-1 5 NOTE: SHIPLAP AND WOOD CAP FURNISHED AND INSTALLED BY TFM DECOR VENDOR. W3W3 W3 W3 W3W3 B1 W7 WAVE CEILING FURNISHED AND INSTALLED BY TFM DECOR VENDOR B CD A9 TYP. B-1 GEN-WLV-1 W-3 W-7 W-3 W-7 W-3 W-7 6'-4" F.V.16'-2" F.V.RESTROOM COORIDOR OFFICE/FRONT END CHECKOUT AREA WINE AND BEER SALES FROZEN SALES PF-PLK-1 PF-PLK-1 NOTE: SHIPLAP AND WOOD CAP FURNISHED AND INSTALLED BY TFM DECOR VENDOR. W-3 B-1 W-7 W-3 6 M-8 B-1 GEN-WLV-1 5 7 TYP. GEN-WLV-1 A201 5 2 3 4 A201 6 1.4 2 6 B-1B-1 M-8 GEN-WLV-1 PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE123 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:18:27 PMINTERIOR ELEVATIONS A201 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 3/16" = 1'-0"5 INTERIOR ELEVATION - WEST 3/16" = 1'-0"2 INTERIOR ELEVATION - NORTH 3/16" = 1'-0"3 INTERIOR ELEVATION - EAST 3/16" = 1'-0" 4 INTERIOR ELEVATION - SOUTH 1/32" = 1'-0" 1 KEY PLAN 1. WINDOWS AT WALK-IN BOXES ARE FURNISHED AND INSTALLED BY TFM VENDOR. REFERENCE A5502 2. DASHED LINE REPRESENTS APPROXIMATE LOCATION OF OWNER SUPPLIED CASES, G.C. TO COORDINATE WITH OWNER. 3. DASHED LINE INDICATES APPROXIMATE LOCATION OF FINISHED PAINT CONDITION. PAINT GYPSUM UP TO TOP OF MILLWORK, WT-22. 4. WALL BUMP OUT AT SINK. 5. 3" WOOD CAP, INSTALLED AND SUPPLIED BY TFM MILLWORK VENDOR. 6. WOOD CAP WITH EASED EDGES, FURNISHED AND INSTALLED SUPPLIED BY TFM DECOR VENDOR. 7. SIGNAGE FURNISHED AND INSTALLED BY TFM DECOR VENDOR. G.C. TO PROVIDE BLOCKING AND POWER. REFERENCE RCP FOR LED LOCATION. 8. PAINTED GYPSUM UP TO TOP OF MILLWORK, W-3. 9. PAINTED GYPSUM -GC PROVIDED. 10. WOOD CAP WITH EASED EDGES, WD-1, W-22. FURNISHED BY SIGNAGE/DECOR VENDOR. GC TO RECEIVE, STORE AND INSTALL TYPICAL THROUGHOUT SALES AREA. 11. EXISTING STOREFRONT. 12. NEW AUTOMATIC SLIDER DOOR WITH TRANSOM TO MATCH EXISTING STOREFRONT DOORS. REFERENCE DOOR SCHEDULE. 13. SCHLUTER TRANSITION STRIP FULL HEIGHT OF TILE. TYP. ALL OUTSIDE CORNERS. REFERENCE SPECIFICATIONS FOR PRODUCT INFORMATION. KEY NOTES A. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITH OTHER TRADES. B. REFER TO SHEET A600 FOR ROOM AND MATERIAL FINISH SCHEDULES. C. CONTRACTOR TO INSTALL A SCHLUTER DILEX TRANSITION STRIP WITH "AE" SATIN ANODIZED ALUMINUM FINISH AT ALL TILE CONDITIONS THAT REQUIRE A COVE BASE. D. REFER TO A101, A102 & A401 FOR ENDS AND OUTSIDE CORNERS OF STOCKROOM WALLS. GENERAL NOTES 3/8" = 1'-0"6 ELEVATION 1. REFERENCE DECOR PACKAGE SUPPLIED BY TENANT/OWNER FOR FINISHES. INSTALLED BY TFM DECOR VENDOR. 2. PROVIDE GYPSUM BOARD CONTROL JOINTS AT 30'-0" OC MAX, 3. REF SHEET A700 FOR DOOR SCHEDULE. 4. REF SHEET A600 FOR FINISH INFORMATION. 5. CONFIRM ALL APPLIANCES AND THEIR SIZES WITH TENANT AND ARCHITECT PRIOR TO MILLWORK FABRICATION. 6. G.C. TO PRIME AND PREP ALL WALLS TO RECEIVE PAINT FINISH OR MATERIALS PROVIDED AND INSTALLED BY TFM DECOR VENDOR. 7. G.C. TO PROVIDE BOCKING IN WALL IN ACCORDANCE WITH TFM MILLWORK SHOP DRAWINGS. SHEET NOTES NO. DATE DESCRIPTION 02/07/22 HUSSMANNQ3.5-SS-6R3-DECK REF. CASE (S.SERV)HUSSMANNQ3.5-SS-4R3-DECK REF. CASE (S.SERV)RHUSSMANN Q3.5-SS-90R 90 DEG WEDGE (S.SERV)7'-6"DECOR SIGNAGE 65" MONITOR SWING GATE W-19 W-4 W-4 HOOD65" MONITOR 2'-8 1/2"5'-2 1/2" 9'-9"TYP 1'-1 1/2" 4 A109 _______ HOOD @ 7'-0" A.F.F. 6'-2"3"7'-0"65" MONITOR 65" MONITOR 65" MONITOR W-4 W-4 W-19 B-2 WOOD SHELF BY TFM DECOR VENDOR 3'-4 1/2"5'-9" 5'-9" 3'-4 1/2" 9'-3"TYP 1'-1 1/2" PROVIDE POWER AND DATA FOR MONITORS MONITORS PROVIDED BY TFM SWING GATE SCHLUTER TRANSITION STRIP FULL HEIGHT OF TILE, TYP ALL OUTSIDE CORNERS. KITCHEN EQUIPMENT BY OTHERS. TILE TO BE INSTALLED HORIZONTALLY UNTIL START OF CURVE THEN ROTATE TO VERTICAL INSTALLATION, TYP AROUND DELI. W-4W-4 W-19 COLUMN FINISHED WITH SS PER PLANS ILLUMINATED SIGNAGE BY TFM DECOR VENDOR. PROVIDE POWER AND BLOCKING AS REQUIRED. COOPER (SEALED) AWNING BY THE FRESH MARKET AWNING VENDOR W-4W-4 W-19 HOOD SCHLUTER TRANSITION STRIP FULL HEIGHT OF TILE, TYP ALL OUTSIDE CORNERS. KITCHEN EQUIPMENT BY OTHERS TILE TO BE INSTALLED HORIZONTALLY UNTIL START OF CURVE THEN ROTATE TO VERTICAL INSTALLATION, TYP AROUND DELI. ILLUMINATED SIGNAGE BY TFM DECOR VENDOR. G.C. TO PROVIDE POWER AND BLOCKING AS REQUIRED. PROVIDE POWER AND DATA COOPER (SEALED) AWNING BY THE FRESH MARKET AWNING VENDOR 2.5 3 3.5 D D E E F F G G A400 2 3 4 5 A400 7 6 14 A503 _______ A6 4'-4" 9' - 6 1/4" 6' - 8 1/2"2' - 9 5/8" 100D 100A 100C 100B A6 SIM A500 3 MECUE RAIL SYSTEM BY DECOR VENDOR 2.5 3 3.5 GEN-WLV-1GEN-WLV-1 29 M-8 TYP. 28 B-1 W-1 TYP.TYP. E F G GEN-WLV-1 M-8 TYP. 28 W-1B-1 TYP.TYP. 2.5 3 3.5 6'-0"28 B-1 W-1 GEN-WLV-1 GEN-WLV-1 GEN-WLV-1 GEN-WLV-1 M-8 TYP.B-1 4'-2"VESTIBULE HALF HEIGHT WALL B-1 GEN-WLV-1 M-8 2"WOOD CAP 4'-2"2"VESTIBULE HALF HEIGHT WALL B-1M-8 GEN-WLV-1 WOOD CAP EF G B-1 W-1 GEN-WLV-1 3.5 4 B A400 12 A400 11 A400 10 A400 9 4 A109 _______ A6 11'6" A3 11'6" A3 11'6" A3 11'6" A3 11'6" A3 11'6" A3 11'6" A3 11'6" A3 11'6" C3 11'6"C3 11'6" C3 11'6" C3 11'6"2' - 10 5/8"4' - 8 1/8"13' - 11 3/8"3' - 3 1/8"6' - 5 1/2"3' - 6 3/8"4' - 9"2' - 5 5/8"10' - 5 7 / 8 "2' - 8 3/4"4' - 1 5/8"3' - 1 1/2"202 7' - 7 1/2"4' - 5 1/2"14' - 10 5/8"16' - 11" SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:18:31 PMENLARGED PLANS AND ELEVATIONS A400 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1/4" = 1'-0" 10 DELI PREP ELEVATION 1/4" = 1'-0"12 DELI PREP ELEVATION 1/4" = 1'-0"11 DELI PREP ELEVATION 1/4" = 1'-0"9 DELI PREP ELEVATION 1/4" = 1'-0"1 ENLARGED VESTIBULES 1/4" = 1'-0" 2 VESTIBULE ELEVATION 1/4" = 1'-0" 3 VESTIBULE ELEVATION 1/4" = 1'-0" 4 VESTIBULE ELEVATION 1/4" = 1'-0" 5 VESTIBULE ELEVATION 1/4" = 1'-0"6 ELEVATION 1/4" = 1'-0"7 ELEVATION 1/4" = 1'-0"8 ENLARGED DELI PREP 28. EXISTING STOREFRONT. 29. NEW AUTOMATIC SILDING DOOR TO MATCH EXISITNG AUTO DOORS. KEY NOTES 1. REFERENCE DECOR PACKAGE SUPPLIED BY TENANT/OWNER FOR FINISHES. INSTALLED BY TFM DECOR VENDOR. 2. PROVIDE GYPSUM BOARD CONTROL JOINTS AT 30'-0" OC MAX, 3. REF SHEET A700 FOR DOOR SCHEDULE. 4. REF SHEET A600 FOR FINISH INFORMATION. 5. CONFIRM ALL APPLIANCES AND THEIR SIZES WITH TENANT AND ARCHITECT PRIOR TO MILLWORK FABRICATION. 6. G.C. TO PRIME AND PREP ALL WALLS TO RECEIVE PAINT FINISH OR MATERIALS PROVIDED AND INSTALLED BY TFM DECOR VENDOR. 7. G.C. TO PROVIDE BOCKING IN WALL IN ACCORDANCE WITH TFM MILLWORK SHOP DRAWINGS. 8. REFERENCE S400 FOR HOOD SUPPORT CONNECTIONS. SHEET NOTES A. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITH OTHER TRADES. B. REFER TO SHEET A600 FOR ROOM AND MATERIAL FINISH SCHEDULES. C. CONTRACTOR TO INSTALL A SCHLUTER DILEX TRANSITION STRIP WITH " AE" SATIN ANODIZED ALUMINUM FINISH AT ALL TILE CONDITIONS THAT REQUIRE A COVE BASE. D. REFER TO A101, A102 & A401 FOR ENDS AND OUTSIDE CORNERS OF STOCKROOM WALLS. GENERAL NOTES NO. DATE DESCRIPTION 02/07/22 UP A401 9 10 11 12 BREAK ROOM 405 WELLNESS ROOM 406 A3 10'-6" A3 10-6" A6B6 10'-6" A6 10'-6" A310'-6" 12'-10 1/2"4069'-5"4'-11"1'-0"13'-1"500 16'-8 1/2"4'-5 1/2" 3'-5 1/2" 5'-0" 3'-8" C6 C6 C6 A401 8 5 6 7 A503 3 PROVIDE ADA REQUIRED CLEARANCE ADA ACCESSIBLE PROVIDE ADA ACCESSIBLE SINK CABINET ADA ACCESSIBLE TABLE A401 15 16 13 14 A6 12'-6" A6 A6 A6 12'-6" 400 7'-11 1/2"3'-5" 11'-6"A6 OFFICE 400 B-1 W-22 3'-6"1'-4"1'-0"6'-0"ELECTRICAL PANELS 3'-6"1'-4"1'-0"6'-0"2'-6" 1'-8" W-22 24 PORT PATCH PANEL 78" AFF LOW VOLTAGE TEMP SENSOR AT 84" AFF JUNCTION BOX BURGLAR PAD ACCESS CONTROL PAD PROVIDED BY OTHERS IT CLOSET ACCESS CONTROL JUNCTION BOX BY OTHERS PRINTER PCPHONE MILLWORK FURNISHED AND INSTALLED BY TFM MILLWORK VENDOR. OFF-401a B-1 ELEC/DATA RACEWAY W-22 2'-6" 2'-6" 1'-1"3'-6"6'-0"2'-6" 2'-6" 5" SAFE 2 DRAWER FILE CABINETSB-1ELEC/DATA RACEWAY JUNCTION BOXES AT 84" AFF W-22 B-1 2'-6" 2'-6" 2'-6" 3'-6"1'-4"1'-0"6'-0"MILLWORK FURNISHED AND INSTALLED BY TFM MILLWORK VENDOR BARSTOOL COUNTER W-7 W-22 HR BULLETIN BOARDS BY TFM W-11 B-1 COUNTER BASE CABINETS W-11B-1 3'-0"3'-0"B-1 W-7 W-11 MILLWORK FURNISHED AND INSTALLED BY MILLWORK VENDOR W-22 W-1 PROVIDE ADA ACCESSIBLE SINK CABINET B-1 BARSTOOL COUNTER W-7 W-22 W-11 HR BULLETIN BOARDS BY TFM. G.C. TO PROVIDE REQUIRED BLOCKING COORDINATE WITH TFM PM. MILLWORK FURNISHED AND INSTALLED BY TFM MILLWORK VENDOR. B-1 W-7 W-22 CT W-11 3'-0"BARSTOOL COUNTER PROVIDE SUPPORT FOR COUNTER TOP. MILLWORK FURNISHED AND INSTALLED BY MILLWORK VENDOR W-7 W-22 MILLWORK FURNISHED AND INSTALLED BY MILLWORK VENDOR5'-4"B-1 W-1 PROVIDE ADA REQUIRED CLEARANCE W-22 W-7 MILLWORK FURNISHED AND INSTALLED BY MILLWORK VENDOR B-1 W-22 W-7 B-1 B-1 W-22 W-7 MILLWORK FURNISHED AND INSTALLED BY MILLWORK VENDOR A503 3 A503 3 4'-10 1/2"2'-0 1/2"C3 A3 10'-6" A3 10'-6" C3 A502 15'-7 1/2"A6 10'-6" 11 A503 _______ 11 A503 _______ 11 A503 _______ REFERENCE G003 A401 4 IT 413 MOP SINK 414 NOTE: REFERECE STRUCTURAL PLANS FOR SLOPED CONCRETE 413 A503 3 A503 3 A503 3 A503 3 A503 3 2'-8 1/2"2'-6" 2'-6" 2'-6" 2'-6"3'-6"1'-4"1'-0"6'-0"W-22 MILLWORK FURNISHED AND INSTALLED BY TFM MILLWORK VENDOR. 2 1/2" 2'-6" 2 DRAWER FILES PRINTER PHONE EMC OVERRIDE ALARM PANEL PC JUNCTION BOXES AT 84" AFF WALL MOUNT IN CABINET MUZAK BOX FOR DATA, MUSIC ON HOLD, AND PHONE PAGING 4" X 4" BOX KRONOS DATA AT 54" AFF B-1 2 DOOR FILES ELEC/DATA RACEWAY SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE123 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:18:37 PMENLARGED PLANS AND ELEVATIONS A401 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 A. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITH OTHER TRADES. B. REFER TO SHEET A600 FOR ROOM AND MATERIAL FINISH SCHEDULES. C. CONTRACTOR TO INSTALL A SCHLUTER DILEX TRANSITION STRIP WITH "AE" SATIN ANODIZED ALUMINUM FINISH AT ALL TILE CONDITIONS THAT REQUIRE A COVE BASE. D. REFER TO A101, A102 & A401 FOR ENDS AND OUTSIDE CORNERS OF STOCKROOM WALLS. GENERAL NOTES 1/4" = 1'-0" 3 ENLARGED BREAKROOM & WELLNESS ROOM 1/4" = 1'-0" 2 ENLARGED OFFICE 3/8" = 1'-0"16 OFFICE ELEVATION 3/8" = 1'-0" 15 OFFICE ELEVATION 3/8" = 1'-0"13 OFFICE ELEVATION 3/8" = 1'-0"14 OFFICE ELEVATION 3/8" = 1'-0"9 EMPLOYEE BREAKROOM 3/8" = 1'-0" 10 EMPLOYEE BREAKROOM 3/8" = 1'-0"11 EMPLOYEE BREAKROOM 3/8" = 1'-0"12 EMPLOYEE BREAKROOM 3/8" = 1'-0" 5 WELLNESS ROOM 3/8" = 1'-0" 6 WELLNESS ROOM 3/8" = 1'-0" 7 WELLNESS ROOM 3/8" = 1'-0"8 WELLNESS ROOM 1/4" = 1'-0"1 ENLARGED BOH PLAN 3/8" = 1'-0"4 BOH OFFICE 1. REFERENCE DECOR PACKAGE SUPPLIED BY TENANT/OWNER FOR FINISHES. INSTALLED BY TFM DECOR VENDOR. 2. NOT USED. 3. REF SHEET A700 FOR DOOR SCHEDULE. 4. REF SHEET A600 FOR FINISH INFORMATION. 5. CONFIRM ALL APPLIANCES AND THEIR SIZES WITH TENANT AND ARCHITECT PRIOR TO MILLWORK FABRICATION. 6. G.C. SHALL PRIME AND PREP ALL WALLS TO RECEIVE PAINT FINISH OR MATERIALS PROVIDED AND INSTALLED BY TFM DECOR VENDOR. 7. G.C. SHALL PROVIDE 4' X 8' FRP PANELS FULLY ADHERED TO 5/8" MOISTURE RESISTANT GYP. BOARD BOTH SIDES OF 36" X 36" PREFABRICATED FLOOR SINK W/ DRAIN AND CAN WASH. WHEN DIRECTLY ADJACENT TO COOLER WALLS ATTACH MOIST. RESIST. GWB. AND FRP PANEL DIRECTLY TO COOLER WALL PANEL PER COOLER MANUF. SPECS. 8. G.C. TO PROVIDE BLOCKING IN WALL IN ACCORDANCE WITH TFM MILLWORK SHOP DRAWINGS. 9. G.C. TO PROVIDE STEEL ANGELS FOR SAFE, COORDINATE WITH EQUIPMENT PLAN. SHEET NOTES NO. DATE DESCRIPTION 02/07/22 D D D D B-2 W-19 W-1 DOUBLE RACK OVEN PROOFER BOX STAINLESS STEEL ENCLOSURE, PROVIDED BY TFM METALS VENDOR FLASHING CLOSURE TRIM PIECE PROVIDED BY TFM METAL VENDOR W-19 B-2 W-1 A401a 2 5 4 3 B-2W-1 W-19 B-2 W-1 W-19 B-2 W-19 W-1 OPEN TO BEYOND B-2 W-1 W-19 B-2 W-19 OPEN TO BEYOND W-1 OPEN TO BEYOND B-2 W-1 MEAT AND SEAFOOD SERVICE AISLEBAKERY SERVICE AISLE B-2 B-2 W-1 W-1 B-2 W-1 B-2 B-2 W-1 W-17 W-15W-15 W-16 W-16 W-16 W-16 SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS ARCHITECT DISCIPLINE LICENSE NUMBER 12/7/2021 12:18:40 PMENLARGED PLANS AND ELEVATIONS A401a 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 3/8" = 1'-0" 2 BAKERY PREP 3/8" = 1'-0"1 ENLARGED BOH PLAN 3/8" = 1'-0" 3 BAKERY PREP 3/8" = 1'-0"4 BAKERY PREP 3/8" = 1'-0" 5 BAKERY PREP A. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITH OTHER TRADES. B. REFER TO SHEET A600 FOR ROOM AND MATERIAL FINISH SCHEDULES. C. CONTRACTOR TO INSTALL A SCHLUTER DILEX TRANSITION STRIP WITH "AE" SATIN ANODIZED ALUMINUM FINISH AT ALL TILE CONDITIONS THAT REQUIRE A COVE BASE. D. REFER TO A101, A102 & A401 FOR ENDS AND OUTSIDE CORNERS OF STOCKROOM WALLS. GENERAL NOTES 1. REFERENCE DECOR PACKAGE SUPPLIED BY TENANT/OWNER FOR FINISHES. INSTALLED BY TFM DECOR VENDOR. 2. PROVIDE GYPSUM BOARD CONTROL JOINTS AT 30'-0" OC MAX, 3. REF SHEET A700 FOR DOOR SCHEDULE. 4. REF SHEET A600 FOR FINISH INFORMATION. 5. G.C. SHALL PRIME AND PREP ALL WALLS TO RECEIVE PAINT FINISH OR MATERIALS PROVIDED AND INSTALLED BY TFM DECOR VENDOR. 6. BAKERY OVEN TO BE INSTALLED BY MANUFACTURER APPROVED INSTALLER. SHEET NOTES 3/8" = 1'-0"6 BAKERY PREP STAINLESS STEEL SCHULTER QUADEC NO. DATE DESCRIPTION 02/07/22 A402 11 12 13 14 RESTROOM 407 RESTROOM 408 L J H K Q H C D F N L J H K Q H C D F N1'-3"1'-3"6'-3"7" 6'-4 1/2" 13'-2"2'-1 1/2"7'-6"C6 C3 A6 10'-6" A6 10'-6" A3 10'-6" 3'-4" 9'-6" 5'-0" A6 10'-6" A3 10'-6" A610'-6" A402 8 A402 4 5 2 3 9 6 7 MEN'S R.R. 402 WOMEN'S R.R. 401 4"3'-0"2'-7 1/2" 5'-1" 2'-4 1/2"3'-0"5'-6 1/2"8'-0" 8'-1" 16'-8 1/2"7 1/2"8'-6"9'-1"402 4011'-3"1'-3"1'-6"1'-6"R 2' - 6" R 2' - 6" L H J K Q H C F D F N N L H J K Q H C B B A6 12'-6" A6 A6 12'-6" A6A6 12'-6" A6 12'-6" A6 12'-6" A6 12'-6" M C6 M 8 1/2" Q L H J K G 33"-36" TOP OF GRAB BAR2'-10 1/2"W1 B-2B-2 W1 F C N W1 B-2 C D G H Q F REF PLUMBING FOR CONNECTIONS K W1 B-2 33"-36" TOP OF GRAB BAR2'-10 1/2"K Q J H G 1'-8"8 1/2" L SEE WALL TILE PATTERN FOR TILE LAYOUT Q K H G C F J REF PLUMBING FOR CONNECTIONS D SEE WALL TILE PATTERN FOR TILE LAYOUT 2'-10"MAX3'-8"FD N C SEE WALL TILE PATTERN FOR TILE LAYOUT B SEE WALL TILE PATTERN FOR TILE LAYOUT M KQ J HG SEE WALL TILE PATTERN FOR TILE LAYOUT B SEE WALL TILE PATTERN FOR TILE LAYOUT F DN C SEE WALL TILE PATTERN FOR TILE LAYOUT Q K H G C F J REF PLUMBING FOR CONNECTIONS D SEE WALL TILE PATTERN FOR TILE LAYOUT 39" - 41"18" MIN39" - 41" 42" MIN MAX 1' - 0"GRIPPING SURFACE33" - 36" TOP OFCLEAR1 1/2"42" MAX 24" MINDISPENSER19" BO7"MIN -9"MAX 6"6"42" GRAB BAR 18" GRAB BAR TOILET PAPER DISPENSER FINISHES NOT SHOWN FOR CLARITY ACCESSIBLE STALL PLYWOOD BACKING (FASTEN TO MIN 2 STUDS, TYP)TO SEAT1'-6 1/2"52" MIN 16" - 18"6"6"6" 37" MIN 36" GRAB BAR 1' MIN 2'-0" MIN TO SEAT1'-6 1/2"ACCESSIBLE STALL ACCESSIBLE FLOOR MOUNTED TOILET (HWC2) ACCESSIBLE FLOOR MOUNTED TOILET (HWC2) PTD SD SND NDP BCS HD ADA SIGN (SGN) HAND DRYER (HD) BABY CHANGING STATION (BCS) SANITARY NAPKIN DISPOSAL (NDP) SANITARY NAPKIN DISPENSER (SND) SOAP DISPENSER (SD) PAPER TOWEL DISPENSER (PTD) WATER FOUNTAIN (EWC) INSULATE ALL PIPING BELOW LAVATORY ADA REQUIRED CLEAR SPACE SIGNAGE TO MEET ALL ACCESSIBILITY CODES 4' - 10"8"8"3' - 6"4' - 0"2' - 7"CONTROL HEIGHTS NO GREATER THAN 48"6' - 1"3' - 10"4' - 0" TO OUTLET2' - 11"3' - 4"TO REFLECTIVE SURFACE OF MIRROR3' - 4" MAX2' - 3"2' - 10"MIN.9"MEN 2' - 0" 3' - 4"6" 8" LAVATORY MIRROR VARIES VARIES3'-0"1'-6"3"TYP.6"TYP.1'-0"W22 W1 W1 W1 W1 W20 W20 W20 SCHLUTER SCHENE- BLACK FINISH SCHLUTER DILEX-AHK COVE STRIP A 4 MARK QUANTITY DESCRIPTION MODEL NOTES ACCESSIBLE ROOM SIGNAGE AND INFORMATION GEOMETRIC ROOM IDENTIFICATION REF G002 FOR MORE INFORMATION 3 B 2 BABY CHANGING STATION SURFACE MOUNTED SAFE-STRAP CO. VERIFY W/OWNER 1, 3 C 4 MIRROR BOBRICK B-165 1835 3 D 4 SOAP DISPENSER -3 E 0 ELECTRIC HAND DRYER EXCEL-XLERATOR MODEL SL-GL SILVER GRAPHITE W/ ADA COMPLIANT RECESS KIT 3 F RECESSED PAPER TOWEL DISPENSER -3 G 4 36" GRAB BAR BOBRICK B-50806.99 X 36"1, 3 H 4 42" GRAB BAR BOBRICK B-50806.99 X 42"1, 3 J 4 18" GRAB BAR BOBRICK B-50806.99 X 18"1, 3 K 4 TOILET TISSUE DISPENSER TORK 66TR 9" SINGLE COLOR: SOKE 3 L 3 SANITARY NAPKIN DISPOSAL BOBRICK B-254 3 M 8 SURFACE MOUNTED COAT HOOK BOBRICK 682 -40" AFF 3 N 4 RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE WITH TOWELMATE AND LINERMATE BOBRICK B-4369 CONTURA SERIES 3 P 2 ELECTRIC WATER COOLER REF P601 FOR MORE INFORMATION Q 4 WATER CLOSET REF P601 FOR MORE INFORMATION NOTE: REFER TO THE SUPPLY/INSTALL SCHEDULE FOR RESPONSIBILITIES. 1. MOUNT PER MANUFACTURERS INSTALLATIONS SPECIFICATIONS, GC TO PROVIDE AND INSTALL SOLID WALL BLOCKING. 2. NOT USED. 3. GC SUPPLIED AND INSTALLED. INSTALL PER MANUFACTURER'S WRITTEN INSTALLATION SPECIFICATIONS. 3 3 SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 45 ABCDEABCDE123 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:18:48 PMRESTROOM PLANS, ELEVATIONS & DETAILS A402 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1/2" = 1'-0"10 EMPLOYEE RESTROOM PLAN 1/2" = 1'-0" 1 CUSTOMER RESTROOM PLAN 1/2" = 1'-0"11 EMPLOYEE ELEVATION 1/2" = 1'-0" 12 EMPLOYEE ELEVATION 1/2" = 1'-0" 13 EMPLOYEE ELEVATION 1/2" = 1'-0" 14 EMPLOYEE ELEVATION 1/2" = 1'-0" 2 MEN'S CUSTOMER R.R. 1/2" = 1'-0" 3 MEN'S CUSTOMER R.R. 1/2" = 1'-0"4 MEN'S CUSTOMER R.R.1/2" = 1'-0" 5 MEN'S CUSTOMER R.R. 1/2" = 1'-0"6 WOMEN'S CUSTOMER R.R. 1/2" = 1'-0"7 WOMEN'S CUSTOMER R.R. 1/2" = 1'-0" 8 WOMEN'S CUSTOMER R.R. 1/2" = 1'-0"9 WOMEN'S CUSTOMER R.R. A. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITHOTHER TRADES. B. REFER TO SHEET 16/A402 & G003 FOR FIXTURE INSTALLATION DIMENSIONS FOR ADA COMPLIANCE. GENERAL NOTES 1/2" = 1'-0"16 FIXTURE AND ACCESSORY MOUNTING HEIGTS 1/2" = 1'-0" 15 RESTROOM WALL TILE PATTERN NO. DATE DESCRIPTION 02/07/22 PLENUM COIL COOLER PANEL TO INCORPORATE 2-1/2" PROTRUSION AROUND OPENING CONT. WHITE ALUM FLASHING (SILLS, HEADS, JAMBS) & SEALANT BY TFM METALS VENDOR MIN. 1" ARMOR FLEX INSULATION BY COOLER BOX MFR. PRE-FAB COOLER PANEL MIN. 1" ARMOR FLEX INSULATION BY COOLER BOX MFR. 2 1/2" CONT. WHITE ALUM FLASHING (SILLS, HEADS, JAMBS) & SEALANT BY TFM METALS VENDOR VERIFY W/ MFR1' - 6 3/4"5' - 0"OH (3) #10 TEK SCREW AT EACH STUD (TYP)1"5/8" GYP BD ON 3 5/8" 20 GA. GALV. METAL STUDS AT 16" @ EDGE OF COOLER BOX TOP OF COOLER REF COOLER DRAWINGS FOR DETAILS A502 6 5/8" "MOLD TOUGH" FASTENED TO COOLER WALL W/SCREWS TOP OF CASE SECURE PARTITION TO ROOF STRUCTURE AND BRACE FROM STOCK ROOM SIDE AS REQUIRED (TYP ALL FULL HEIGHT WALLS) 1 1 EXISTING ROOF SYSTEM 3 5/8" 16 GAUGE METAL STUD WITH NESTED 16 GA. GALV. METAL TRACK CONT. BLOCKING SECURE TO 20 GA CLIP ANGLE WITH (2) #10 TEK SCREWS SECURED TO EXIST JOIST. INSULATION PACK TO PREVENT LIGHT TRANSMISSION INTO SALES AREA. CLIP INSUL. IN PLACE A504 3 A102 2 METAL STUDS SHEATHING BOTH SIDES A REFERENCE SIDE OPPOSITE SIDE B METAL STUDS C BATT INSULATION AS APPLICABLE. REFERENCE A100 & A402 SHEATHING METAL STUDS SHEATHING EXISTING CMU EXTERIOR WALL L 2 1/2" X 2 1/2" X 18 GA AT 48" OC VERT. ATTACH TO STUD WITH (2) #10 TEK SCREWS AND TO CMU WITH 1/4" MASONRY SCREWS 2" MIN EMBEDMENT PARTITION TYPES BATT INSULATION AS APPLICABLE. REFERENCE A100 & A402 BATT INSULATION AS APPLICABLE. REFERENCE A100 & A402 PLAN: LETTER INDICATES PARTITION TYPE NUMBER INDICATES METAL STUD THICKNESS METAL STUD THICKNESS: 1 -1 5/8" METAL STUD 2 -2 1/2" METAL STUD 3 -3 5/8" METAL STUD 6 -6" METAL STUD 8 -8" METAL STUDA3 10 HEIGHT OF WALL (NO NUMBER INDICATES TO BOTTOM OF STRUCTURE / UNDERSIDE OF DECK) 1. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITH OTHER TRADES. 2. REF A600 FOR SCHEDULE FINISH KEY. 3. REF A111 FOR SHEATHING PLAN 4. REF INTERIOR BUILDING ELEVATIONS AND FINISH SCHEDULE FOR ADDITIONAL WALL FINISH REQUIREMENTS, TYP. 5. G.C. TO ENSURE THAT ALL INSTALLED WALLS MEET APPLICABLE CODE REQUIREMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT INDEX FOR TYPE IIB CONSTRUCTION. 6. METAL STUDS TO BE 20 GA. (33 MIL) MIN AT 16" OC U.N.O. OR HEAVIER AS INDICATED BY DRAWINGS. 7. ALL METAL STUD FLANGES TO BE 1 5/8" MIN WIDTH. 8. WHERE WALLS ARE NOT SHEATHED FULL HEIGHT ON BOTH SIDES, BRIDGING IS REQUIRED PER THEIR MAX UNBRACED LENGTH. IF UNBRACED LENGTH OF A 6" 20 GA STUD > 25'-0", BRIDGING IS REQUIRED. IF UNBRACED LENGTH OF A 3 5/8" 20 GA STUD > 15'-0," BRIDGING IS REQUIRED. 9. FULLY SHEATHED WALLS TO RECEIVE BRIDGING AT 1/4 POINTS. GENERAL NOTESPARTITION LEGEND FF-EL EL = 0'-0"4' - 0"16 GA STAINLESS STEEL COLUMN WRAP BELOW 4'-0" A.F.F. EL = 4'-0"A.F.F. PAINT FINISH FROM 4'-0" TO DECK TO UNDERSIDE OF STRUCTURE (VARIES)EXISTING EL = VARIES STRUCTURE 4 A500 _______ STEEL COLUMN ADHERE 2" VERTICAL STRIP TO COLUMN EACH SIDE WITH ADHESIVE. 48" HIGH SS COLUMN WRAP. REFERENCE A100 FOR LOCATIONS. PROVIDE 1/4" GAP BETWEEN (2) STAINLESS STEEL HALVES 1/4" PAINT TO COLUMN ABOVE SS PER FINISH SCHEDULE PLUMBING VENT, REF PLUMB PROVIDE BLOCKING AS NEEDED FOR SS WRAP STEEL COLUMN ADHERE 2" VERTICAL STRIP TO COLUMN EACH SIDE WITH ADHESIVE. 48" HIGH SS COLUMN WRAP. REFERENCE A101. PROVIDE 1/4" GAP BETWEEN (2) STAINLESS STEEL HALVES 1/4" PARTITION NOTES 1. REFERENCE CAPTURE TRACK DETAILS FOR DEFLECTION REQUIREMENTS. 2. METAL STUDS ARE SPACED AT 16" ON CENTER MAX UNLESS NOTED OTHERWISE 3. ALL GYPSUM BOARD IS TO BE 5/8" THICK UNLESS NOTED OTHERWISE 4. MAXIMUM HEIGHT OF NON LOAD BEARING WALL ABOVE HEADER TO BE 20'-0". 5. IN ROOMS WITH LAY-IN CEILINGS, EXTEND FINISH 6" MIN ABOVE CEILING. IN ROOMS WITH GYP BOARD CEILING STOP FINISH AT CEILING. 6. HOLD ALL SUBSTRATE 1/2" ABOVE CONCRETE TO AVOID WICKING ACTION. 7. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF LEVELS, CONCEALED SPACES BETWEEN STAIRWAY STRINGERS, PENETRATIONS IN FLOOR/CEILING ASSEMBLIES AND OTHER LOCATIONS AS REQUIRED PER CODE. 8. REFERENCE STRUCTURAL PLANS AND 1/A110 FOR BULKHEAD ATTACHMENTS. 9. PROVIDE BLOCKING AT ALL WALL HUNG EQUIPMENT AS REQUIRED AND DETAILED IN DRAWINGS. COORDINATE EXACT LOCATION WITH ARCHITECT/OWNER/TENANT. 10. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITHOTHER TRADES. 11. REF A600 FOR SCHEDULE FINISH KEY. 12. REF A111 FOR SHEATHING PLAN 13. REF INTERIOR BUILDING ELEVATIONS AND FINISH SCHEDULE FOR ADDITIONAL WALL FINISH REQUIREMENTS, TYP. 14. G.C. TO ENSURE THAT ALL INSTALLED WALLS MEET APPLICABLE CODE REQUIREMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT INDEX FOR TYPE IIB CONSTRUCTION. 15. METAL STUDS TO BE 20 GA. (33 MIL) MIN AT 16" OC U.N.O. OR HEAVIER AS INDICATED BY DRAWINGS. 16. ALL METAL STUD FLANGES TO BE 1 5/8" MIN WIDTH. 17. WHERE WALLS ARE NOT SHEATHED FULL HEIGHT ON BOTH SIDES, BRIDGING IS REQUIRED PER THEIR MAX UNBRACED LENGTH. IF UNBRACED LENGTH OF A 6" GA 20 GA STUD > 25'-0", BRIDGING IS REQUIRED. IF BRACED LENGTH OF A 3 5/8" 20 GA STUD > 15'-0," BRIDGING IS REQUIRED. 18. FULLY SHEATHED WALLS TO RECEIVE BRIDGING AT 1/4 POINTS SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE123 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:18:50 PMPARTITION TYPES AND INTERIOR WALL SECTIONS A500 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1" = 1'-0"1 SECTION AT REAR LOADING DAIRY COOLER 1" = 1'-0"3 SALES FLOOR COLUMN WRAP DETAIL 1 1/2" = 1'-0"4 COLUMN WRAP-SS1 1 1/2" = 1'-0"5 COLUMN WRAP-SS PIPE NO. DATE DESCRIPTION 02/07/22 C.P.B/CDOUBLECOMBI12GC/OSUSHI 12' CMSSALADS H H H H DELI CHEESE DISPLAY TC TC R CARVING HOT PICKUP 34" AFF SOUP MTO SALADS PREPAREDSPECIALTY SALADSORDER F R R H R N H H H H R H 20' CHEESE DISPLAY GREENSDISPLAYHUSSMANNQ3.5-SS-6R3-DEC K REF. C ASE (S.SERV)HUSSMANNQ3.5-SS-4R3-DECK REF. CASE (S.SERV)RHUSSMANNQ3.5-SS-90R 90 DEG WEDGE (S.SERV) 38x26x42UTILITY CART RR RR LED BUG LIGHT EXTERIOR STAIR STEP DISPLAYEXTERIOR STAIR STEP DISPLAYEXTERIOR STAIR STEP DISPLAYSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSHELVING SPICE RACK(1 ) CABINET, CUSTOM SIZE(1 ) CABINET, CUSTOM SIZE(1 ) CABINET, CUSTOM SIZEPIZZA CRUST DISPLAYBAGGED ICE CHEST MOTORIZED WHEELCHAIRMAG LANE BLOC KER 60x20x60 FIXED SHELVING UNIT 60x2 0x60 FIXED SHELVING UNIT REF. V ALA NC E DIGITAL SCALEREF. CASE (SEMI-SC)REF. CASE (SEMI-SC)REF. CASE (SEMI-SELF CONTAINED) SOLID SURFACE TOP 1 4x48 SS STORAGE DISH CABINET - SLDG DRS SOLID SURFACE TOP BAXTER DOUBLE RACK OVEN DOUBLE WIDE PROOFER PAN RAC K-1 2 SPAC EPAN RAC K-1 2 SPAC EPAN RAC K-1 2 SPAC EPAN RAC K-1 2 SPAC E LED BU G LI GH T 24X48 STAINLESS TABLE, LS/BS DIGITAL SCALEMEAT C UB ER/TEND ERI ZER HAND-WRAP STATION MEAT SAW 60x 30 S S T ABLE w/BS, LS& POLYTOP 3 C OMP. SINK w/2-36" DB 1 C OMP PREP SINK w/R-30" DBLARGE MEAT GRINDER (MEAT)60x21 x72 CANTILEVER60x21 x72 CANTILEVER48x20x72 C ANTILEVER 60x20x1 2 DUNNAGE RAC K 60x20x1 2 DUNNAGE RACK 48x20x72 C ANTILEVER SMALL MEAT GRINDER (C HIC KEN) 48x2 0x60 FI XED SH E LV IN G U NI T 36x20x72 CANTILEVER 48x2 0x60 FI XED SH E LV IN G U NI T LED BUG L IG HT60x21 x72 CANT ILEVER 48x20x72 C ANTILEVER 48x20x72 C ANTILEVER 60x21 x72 CANTILEVER HA ND PA LL ET JAC KHA ND PA LL ET JAC K LED BUG L IG HT NESTING TABLES (PLANT SET) NESTING TABLES (PLANT SET) 67x25 CANDY JAR DISPLAY67x25 CANDY JAR DISPLAY40x25 CANDY JAR DISPLAY40x25 CANDY JAR DISPLAYDEPT. DESK2 DRA W ER V ER T IC A L F I L E96x24x72 BAC KROOM SHELVING96x24x72 BAC KROOM SHELVING96x24x72 BAC KROOM SHELVING 48x24 x7 2 BA C KRO OM S HE LV IN G 48x 24 x7 2 BA C KRO OM SH E LV I N G 48x 24 x7 2 BA C KRO OM SHE LV I NG EXTERIOR STAIR STEP DISPLAY48x20x72 C ANTILEVEROLIVE BAR (SELF-C ONTAINED)48x 24 x7 2 BA C KRO OM SH E LV I N G NESTING TABLES (ORC HID SET)REACH-IN 2-DOOR REFRIGER ATOR REACH- IN 1 -DOOR FREEZER1 -DR_HO T HOLD ING CABI NET 48 CHROME WIRE SHELVINGDIAPER CHANGING STATIONDIAPER CHANG ING STAT ION 1 5x1 8 2-DRAWER VERTICAL FILE (CASTERS)1 5x1 8 2-DRAWER VERTICAL FILE (CASTERS)48x20x72 C ANTILEVER48x20x72 C ANTILEVER30x72 SS TABLE w/BS ,LS& POLYTOP30x72 SS TABLE w/BS,LS& POLYTOP48x20x60 FIXED SHELVING UNIT60x20x60 FIXED SHELVING UNIT60x20x60 FIXED SHELVING UNIT60x20x60 FIXED SHELVING UNIT48x20x60 FIXED SHELVING UNITREF. VALANC EREF. VA LANC EREF. VALANC EREF. VALANC E1 COMP PREP SINK w/R-30" DB3 COMP. SINK w/2-36" DB PINEAPPLE CORER CRISPING RACKTABLE TOP WRAPPERDIGITAL SCALE60x21 x72 CANT ILEVER 60x21 x72 CANTILEVER48x20x72 C ANTILEVER60x21 x72 CANTILEVER48x20x72 C ANTILEVER96x24x72 BAC KROOM SHELV ING DEPT. DESK2 DRA WER V ERT IC A L FIL E NESTING TABLES (PLANT SET)WRAP STATION1 20cm CENTER RACK60x21 x72 CANTILEVER60x21 x72 CANTILEVER60x21 x72 CANTILEVERQUADREF. VALANC EMOBILE BREADING STATION1 4x48 SS STORAGE DISH CABINET - SLDG DRS TRASHCANTRASHCAN REF. VALANC E 24X48 STAINLESS TABLE, LS/BS 24x60 SS TABLE w/BS,LS & POLYTOP96x24x72 BAC KROOM SHELV ING 48x20x72 C ANTILEVER 60x21 x72 C ANTILEVER24x60 SS TABLE w/BS,LS & POLYTOPHALF BARREL DISPLAYUMBRELLA MESH ARM CHAIR MESH ARM CHAIRMESH ARM CHAIR MESH ARM CHAIR30x30 ICE B I N w/2" INSERT ( A SPA R A GUS ) 30x30x40. 5 ICE BIN W / 8 " I N S E R TDEPT. DESK2 DRA W E R V E R T I C A L F I L E 36x24x24 EQUIPMENT STAND BALER (RIGHT HINGED)24x21 .5 L INEN B INS 24x21 .5 LINEN BI NSSMOCK RACK2 DRA W E R V E R T I C A L F I L EDEPT. DESKICE MAKER36x1 8x72 STEE L STOR AGE CABINET 36 x1 8 x72 ST EEL STORAGE CAB IN ET 36x1 8x72 STE EL STORAGE C AB INE T REF. VALANCE MIXER MICROWAVE SMARTWALL UNIT, 2 SHELVESEURO TABLE OB STYLE (LEFT)EURO TABLE OB STYLE (RIGHT)30x 1 4 x25.5 BIN30x14x25.5 BIN72x24 ENDCAP OB STYLEEURO TABLE OB STYLE (LEFT)EURO TABLE OB STYLE (RIGHT)72x24 ENDCAP OB STYLEMI D DLE TOP SHELF (MR T )MIDDLE TOP SHELF (MRT)SLAN T RISERSLAN T RISERSLA N T RISE R SLA N T RISE R SLAN T RISERSLANT RISER SC REF'G BERRY BINSC REF'G BERRY BINSC REF'G BERRY BINSC REF'G BERRY BINSC REF'G BERRY BINSC REF'G BERRY BINSC REF'G BERRY BINSC REF'G BERRY BIN67x25 CANDY BAR DISPL A Y 68IN (ENDCAP) NUT GRINDER50ILB UMBRELLA BASE UMBRELLA MESH ARM CHAIRMESH ARM CHAIRMESH ARM CHAIRMESH ARM CHAIR50ILB UMBRELLA BASE UMBRELLA MESH ARM CHAIRMESH ARM CHAIRMESH ARM CHAIRMESH ARM CHAIR36x58 ADA TABLE UMBRELLA BASE INCLUDED1 COMP SINK w/NO DB REF. VALAN C EREF. V ALA NC E SC REF'G BERRY BINSC REF'G BERRY BINREF. VALANC EDIGITAL SCALEDIGITAL SCALEDIGITAL SCALEDIGITAL SCALEMISTING SYSTEMREF. VALANC EREF. VALANC EREF. VA LANC ENESTING TABLES (ORC HID SET)48x20x60 FIXED SHELVING UNITPAN RAC K-1 5 SPAC E48x20x60 FIXED SHELVING UNITPAN RAC K-1 5 SPAC EPAN RAC K-1 5 SPAC EPAN RAC K-1 5 SPAC EREF. NARROW IN-LINE CASE (SELF-SERVICE)ANTIQUE CABINET I REF. NARROW END CA SE (SELF-SERVICE)36X36 MESH TABLE36X36 MESH TABLESQUA R E CA N DY END D I S PLAY SQUARE CANDY END DISPLAYDIGITAL SCALE48x30 SS TABLE+POLYTOP LS/BS48x30 STAINLESS TABLE, LS/BS48x20x60 FIXED SHELVING UNIT 60x21 x72 C ANTILEVER 60x21 x72 C ANTILEVER BRE AD S LI C E R 30x60 30 H STA I N LESS, LS/ BS48x20x60 FIXED SHELVING UNIT48x 24 x7 2 BA C KRO OM SHE LV I N G 48x 24 x7 2 BA C KRO OM SH E LV I N G 36x1 8x72 STEEL STORAGE CABINETFLORAL PREP w/SINK 48x2 0x60 FI XED SHE LV I N G U NI T 60x2 0x60 FIXED SHELVING UNIT 60x2 0x60 FIXED SHELVING UNIT 60x2 0x60 FIXED SHELVING UNIT 60x2 0x60 FIXED SHELVING UNIT 60x2 0x60 FIXED SHELVING UNIT 48x20x60 FIXED SHELVING UNIT48x20x60 FIXED SHELVING UNIT48x20x60 FIXED SHELVING UNIT48x20x60 FIXED SHELVING UN IT60x20x60 F IXED SHELVING UNIT60x20x60 FIXED SHELVING UNITLED BUG LIGHT30x60 30H STAINLESS, LS/BSSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ARTSTANDARD C ART48x20x60 FIXED SHELVING UNITBEER HOLDER48x20x72 C ANTILEVER CRISPING RACK2-TIER HEN HUTDIGITAL SC ALEMOBILE CUTTING STATION & IC E TABLEREF. VALANC E 60x21 x72 C ANTILEVER 60x21 x72 CANTILEVER36x20x60 FIXED SHELVING UNIT36x20x60 FIXED SHELVING UNIT30x60 30H STAINLESS, LS/BSSMARTWALL UNIT, 2 SHELVES1 20cm CENTER RACK60x20x60 FIXED SHELVING UNIT48x20x60 FIXED SHELVING UNIT 48x20x60 F IXED SHELVING UNIT96x24x72 BAC KROOM SHELVING DEPT. DESK 2 DRA WER V ERT IC A L FIL E (1 ) C A BIN E T, CUSTOM SIZ E REF. CASE (SEMI-SC) 30x30 ICE B I N w/2 " INSER T ( A S P A R A G U S )30x30x40.5 IC E BIN W/ 8" INSERT60cm CENTER RACKBEER HOLDERLED BU G LI GH T CABINET W/SINK (BREAKROOM)MIC ROWAVECONDIMENT STATION 96x24x72 BAC KROOM SHELVING 30x30x25.5 B I N1 5x15x6 RISER30x30x25. 5 B I N1 5x15x6 RISER36x1 8 STORAGE CABINET (CASTERS)1 5x1 8 2-DRAWER VERTICAL FILE (CASTERS)1 5x1 8 2-DRAWER VERTICAL FILE (CASTERS)72x24x72 BAC KROOM SHELVINGFLOOR SCRUBBER30x 1 4 x25.5 B I N30x15x40.5 Ic e Ta ble (Mozza rella)30x 3 0 x25.5 B I N 30x 3 0 x25.5 BIN1 5 x 15x6 R I SER1 5 x15x 6 R I S E R 1 5 x 15x 6 R I S E R 1 5 x 15x 6 R I S E R 1 5 x 15x 6 R I S E R 1 5 x 15x 6 R I S E R 1 5 x 15x 6 R I S E R 1 5 x 15x 6 R I S E R 30x 3 0 x25. 5 B I N 30x30x25.5 BIN30x30x25.5 B I N 30x30x25.5 BIN 48x20x72 C ANTILEVER48x20x72 C ANTILEVER48x24x72 BAC KROOM SHELVING24X72 STAINLESS TABLE w/ BS & LSDIGITAL SC ALE 48x24x72 BACKROOM SHELVING 36x1 8x72 STEEL STORAGE CABINET 36x1 8x72 STEEL STORAGE CABINETCABINET W/SINK (HUDDLE ROOM)WINE HOLDERSTANDARD C ARTSTANDARD C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART2-TIERED C ART DELLFRIOEFE-5052 HILL PHOENIXSSGC-SSC-8 HILL PHOENIXSSGC-SSC-8 HILL PHOENIXSSGC-SSC-1 2 HOBARTOV500G2-EE HOBARTPW2E-41 TRUET-49-HCTRUET-23F-HCINTERMETROC535-HFC-U-GYBACE, LLCV63-HDLP HONHC1 872HONHC1 872HONHC1 872HUSSMANNIM-05-IN8-RHUSSMANNIM-05-EN4-RHONHC1 872 ATLANTIC FOOD BARSHHDD5136-TFMHILL PHOENIXSSGC-SSC-8 HAN D B A S K E T S (20 PER BLOCK)HAND BASKETS(20 PER BLOCK)WHEELCHAIR W/ FRONT BASKET HAND BASKETS(20 PER BLOC K) GAP BE T WEE N W A L L48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x84 L48x1 8x84 L48x1 8x84 L48x1 8x84 L48x1 8x84 L48x1 8x84 L48x1 8x84 L48x1 8x84 L48x1 8x84 L48x1 8x84 LHAND BASKE TS(20 PER BLO CK) WRA PPI NG BO A RD SCALE STAND WRA PPI NG BO A RD SCALE STAND WRA PPI N G BO ARD SCALE STAND D D D D HAND SINK (KNEEPEDALS & SKT) THIS SIDE AGAINST WALL HAND SINK (KNEEPED. & SPLASHGUARDS)HAND BASKETS(20 PER BLOCK)48x1 8x72 L48x1 8x72 L48x1 8x72 L48x1 8x72 L48x1 8x72 L48x1 8x72 L48x1 8x72 L48x1 8x72 L48x1 8x72 LCOFFEEGRI NDER48x1 8x54 L48x1 8x54 L48x1 8x54 L48x1 8x54 L48x1 8x54 L48x1 8x54 L48x1 8x54 L48x1 8x54 LCOFFEEGRI NDERHAND S I N K ( K N E E PED. & S P L A S H GUARD S )VEGETABLENOO DLER36x1 8x72 L36x1 8x72 LHAND SINK (KNEEPEDALS & SKT) HAND SINK (KNEEPEDALS & SKT) WIRE SPOOL AREA1 0" MINC LEARANC E POWER UNIT48x1 8x54 L48x1 8x54 L48x1 8x54 LHAND SINK (KNEEPED. & SPLASHGUARDS)48x1 8x60 L48x1 8x60 L48x1 8x60 L24x18x60 L48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 T48x1 8x72 TWRA PPI NG BO A RD SCALE STAND R HAND BASKETS(20 PER BLOCK)HAN D B A S K E T S (20 PER BLOCK)HAND BASKETS(20 PER BLOC K)HAND BASKETS(20 PER BLOCK)MOP BUCKETMOP BUCKETMOP BUCKETUP UP CHASE TYPES CHASE TYPE A2: SALES FLOOR MATERIAL: 16 GA. PRE-FINISHED ALUMINUM BY WRISCO INDUSTRIES COLOR: "BP PEARL" FINISH: C-1 (BY G.C.), SEE FINISH SCHEDULE SIZE: SEE PLAN INSTALL: CLIP-ANCHORED TO TOP OF REFRIG. CASE WITH UNI-STRUT BRACE BETWEEN TOP OF CHASE AND BOTTOM OF STRUCTURE BY: TFM METALS VENDOR 16 GA. PRE-FINISHED ALUMINUM CHASE. REFERENCE 1/A501 FOR SIZE. CHASE POLE CLIP- ANCHORED TO TOP OF REFRIGERATION CASEUNDERSIDE OF STRUCTURETOP OF CASE TOREFRIGERATION LINES REFERENCE REFRIGERATION PLANS CASE PERPENDICULAR UNI-STRUT BRACING BY REFRIGERATION CONTRACTOR UNI-STRUT BRACE TO BOTTOM OF STRUCTURE BY REFRIGERATION CONTRACTOR (PAINTED TO MATCH CEILING COLOR BY GC) EXISTING ROOF SYSTEM REFRIGERATION LINES TO BE ROUTED WITHIN WALL 5/8" GYPSUM VALANCE BY TFM MILLWORK VENDOR 5/8" GYPSUM REFRIGERATED CASE REFRIGERATION LINES TO BE ROUTED WITHIN WALL EXISTING ROOF SYSTEM 1.4 1.4 1 1 2 2 2.1 2.5 2.5 3 3 3.5 3.5 3.9 4 4 5 5 5.4 5.4 6 6 4.4 B B C C D D E E F F G G A A Z Y 2 A501 _______ 7 A002 _______ CHASE "A2" 8"X8" CHASE "A2" 8"X8" CHASE "A2" 8"X8" CHASE "A2" 8"X8" REFRIGERATION PIT REFERENCE 4/5031 AND MEPR PLANS CHASE "A2" 8"X8"8"MIN.NOTE: 1. GC IS RESPONSIBLE TO LOCATE AND INSTALL ALL PIT-BOXES & FOOTINGS. 2. PLUMBING TRADE TO INSTALL ALL PVC SLEEVES AND SEAL PIT-BOX PENETRATIONS. 3. DO NOT INFILL PIT-BOX (IE: SAND, GRAVEL, ETC). KEEP PIT-BOX FREE OF DEBRIS. 4. ALL 6" PVC REFRIGERATION SLEEVES SHALL BE INSTALLED WITH A CONTINUOUS AND SMOOTH1/2" PER 20FT SLOPE. SLOPING TOWARD REFRIGERATION COMPRESSOR RACK LOCATION (TYPICALLY TOWARD REAR OF STORE) 5. PROVIDE ENLARGED PIT BOXES (MODEL ADL) -ONLY AS NOTED AND IN LOCATIONS WHERE INDICATED ON PLANS FIXTURE/ EQUIP. FRAME ANCHOR (MUST BE CAST IN CONCRETE) FRAME FINE AGGREGATE OR SAND LINER SECURING RODS COMPOSITE LINER EARTH POURED FLOOR LINE ADJUST FOR FLOORING MATERIAL AFTER POUR INTEGRAL CONCRETE WALL WITH FLOOR SLAB POUR THE LINER TO FRAME CAN RANGE FROM3/4" TO 2" FROM THE FINISH POUR LINE REFRIGERATION LINE TO FIXTURE SLOPE SALES FLOOR EXTERIOR WALL 6' SCHD 40 PVC SLV. SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 45 ABCDEABCDE12 3 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:18:53 PMCHASE WALL SECTIONS AND DETAILS A501 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 A. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITHOTHER TRADES. GENERAL NOTES 3/4" = 1'-0"3 SALES FLOOR "A2" CHASE DETAIL 3/4" = 1'-0"2 CHASE AT PERIMETER OF SALES FLOOR 3/32" = 1'-0"1 CHASE TYPES COORDINATION PLAN 1/2" = 1'-0"4 REFRIGERATION PIT DETAIL NO. DATE DESCRIPTION 02/07/22 FINAL FINISH TO BE FLUSH AT WALK-IN PANELS AND PARTITIONS. INSTALL STUDS ACCORDINGLY WALK-IN PANELS BY OWNER 5/8" GWB PARTITION NOTE: 1. FASTENERS ATTACHING STUD TRACK, METAL STUDS, AND GYPSUM BOARD TO WALK-IN PANELS NOT TO EXCEED 1 1/2" 2. TYPICAL DETAIL; REF PLAN FOR WALL ORIENTATION 3. ANGLED WALLS AT SIM; REF PLAN J-MOLD CONTINUOUS SEALANT J-MOLD BACKER ROD FINISH ATTACHED TO FACE OF WALK-IN PANEL VERTICAL GYPSUM BOARD CONTROL JOINT REF SPECIFICATIONS INSTALL EDGE OF STUD FLUSH WITH FACE OF WALK-IN PANEL INSTALL EDGE OF STUD OFFSET WITH FACE OF WALK-IN PANEL 5/8" GWB PARTITION CONTINUOUS SEALANT MEAT/SFD PREP 3 1/2"CERAMIC TILE SEALANT BRUSHED SS WRAP BY TFM METALS VENDOR 3 1/2" COOLER WALL BY TFM VENDOR WOOD SHIM PIECE WINDOW ASSEMBLY 1" CLEAR INSULATING GLASS MEAT/SFD SERVICE AISLE MEAT/SFD PREP SEALANT WINDOW ASSEMBLY 1" CLEAR INSULATING GLASS BRUSHED SS WRAP BY TFM METALS VENDOR 3 1/2" BRUSHED SS BY TFM METALS VENDOR SEALANT WOOD SHIM PIECE 1/4" WOOD SHIM PIECE 3 1/2" COOLER WALL BY VENDOR CERAMIC TILE MEAT/SFD SERVICE AISLE NOTE: COOLER MANUFACTURER TO DESIGN COOLER WALLS TO TRANSFER WEIGHT AROUND THE OPENING AWAY FROM TEMPERED GLASS WHEN MAINTENANCE PERSONNEL ARE ATOP COOLER. WINDOW AT MEAT PREP W1 A WINDOW AT SEAFOOD PREP W2 8/A502 9/A5027/A502BASE CONDITION 16'-0" 9'-4" W3 5'-6" WINDOW AT SEAFOOD PREP3'-4"4'-0"3'-4"W4 3'-10"3'-4"4'-0"WINDOW AT OFFICE A A A A A A A A WINDOW SCHEDULE (BASE CONDITION) MARK W1 W2 WINDOW AT MEAT PREP WINDOW AT SEAFOOD PREP 16' - 0" 3' - 4" 9' - 4" 3' - 4" 7 7 8 8 9 9 1,2,3 1,2,3 DESCRIPTION WIDTH HEIGHT HEAD DETAIL JAMB DETAIL SILL DETAIL NOTES W3 WINDOW AT SEAFOOD PREP 5' - 6" 3' - 4" 7 8 9 1,2,3 W4 WINDOW AT OFFICE 3'-10" 3' - 4"1,2,4 NOTES: 1. VERIFY ROUGH OPENINGS IN FIELD 2. HEAD/JAMB/SILL SIMILAR WITH TILE ON EACH SIDE 3. PROVIDED BY COOLER/FREEZER MANUFACTURE 4. PROVIDED BY GC MEAT/SFD PREP SEALANT 3 1/2" COOLER WALL BY VENDOR WINDOW ASSEMBLY 1" CLEAR INSULATING GLASS BRUSHED SS WRAP BY TFM METALS VENDOR CERAMIC TILE 3 1/2" BRUSHED SS BY TFM METALS VENDOR SEALANT WOOD SHIM PIECE 1/4" SHIM PIECE MEAT/SFD SERVICE AISLE MIN. 1" ARMOR FLEX INSULATION BY COOLER BOX MFR. PRE-FAB COOLER PANEL CONT. WHITE ALUM FLASHING (SILLS, HEADS, JAMBS) & SEALANT BY TFM METALS VENDOR CASE 2 1/2" HOLD MIN. 3" COOLER PANEL 3 5/8" 20 GAUGE METAL STUDS AT 16" O.C.6"5/8" MOLD TOUGH OVER 3 5/8" STUD 20GAUGE METAL STUDS AT 16" O.C. SCHEDULED CEILING FRP WALL PANEL FULLY ADHERED TO 5/8" MOLD TOUGH - FRP CONTINUOUS AROUND ALL WALLS IN BAKERY PREP AREA SEALANT BASE AS SCHEDULED BAKERY PREPCOOLER Z-FLASH A504 5 PLYWOOD SHEATHING ON 3 5/8" METAL STUD FRAMING TYPICAL1'-0"3'-6"2" X 2" X 1/4" CLIP ANGLE WELDED TO BAR STEEL AND BOLTED TO TOP PANEL OF PLATFORM WITH 3/8" HEX BOLT SECURE TO TOP OF LADDER TO 2" X 1/4" BAR STOCK NOTE: PROVIDE 3/16"T X 2'-0"W X HEIGHT OF COOLER/FREEZER STEEL PANELS AT BOTTOM LADDER. HINGE ONE SIDE WITH CONTINUOUS PANEL HINGE WELDED TO PANEL AND C-CHANNEL. DRILL HOLE IN PANEL FOR PADLOCK 2'-0" 2" X 2" X 1/4" CLIP ANGLE WELDED TO BAR STEEL AND EXPANSION BOLTED TO SLAB WITH 3/4" EXP. A.B. WITH MIN. 3" EMBED. C3X5 STRINGER 1" DIA. STEEL ROD TYP SECTION ELEVATION COOLER PANEL 3 5/8" METAL STUD FRAMING EXTENDED TO STRUCTURE ABOVE 3 5/8"x 20 GA. GALV. MTL. TRACK ANCHORED TO TOP EDGE OF COOLER WITH (2) 1 1/2" LONG MAX #10 TEK SCREWS INSIDE OF COOLER ANGLED STUD AT SIM CONDITION TO UNDERSIDE OF MEZZANINE LEVEL DECKABV. WHERE APPLICABLE3 5/8" 20 GAUGE METAL STUD BRACING AT 48" O.C. TO TOP OF COOLER 5/8" GWB 3 5/8" 20 GAUGE METAL STUDS AT 16" O.C. WITH CONTINUOUS TRACKS TOP AND BOTTOM CORRIDOR COOLER 1/4" METAL MESH ON 3 5/8"X20 GAUGE METAL STUDS AT 16" OC 3' - 0" TYP, U.N.O. PROVIDE ACCESS OPENING IN PARTITION. REFERENCE 1/A101 FOR LOCATION.4' - 0"FF 1" x 6" PROTECTIVE BASE EL-10'-6" T.O. WALK-IN ALUMINUM DIAMONDPLATE CORNER GUARD FROM 6" AFF TO 48" AFF 6"GLAZING SCHEDULE TYPE DESCRIPTION A 6 MM TINTED CLEAR FLOAT-GLASS FULLY TEMPERED B C CLEAR ACRYLIC 6 MM CLEAR FLOAT-GLASS FULLY TEMPERED SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE12 3 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:18:56 PMCOOLER MISCELLANEOUS DETAILS A502 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 A. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITHOTHER TRADES. GENERAL NOTES 1 1/2" = 1'-0"1 WALL JOINT AT COOLER 3" = 1'-0" 8 JAMB DETAIL AT MEAT/SEAFOOD 3" = 1'-0"7 HEAD DETAIL AT MEAT/SEAFOOD 1/4" = 1'-0"10 WINDOW ELEVATIONS 3" = 1'-0" 9 SILL DETAIL AT MEAT/SEAFOOD 3" = 1'-0" 2 PLAN DETAIL AT DAIRY REAR LOADING COOLER 1" = 1'-0" 3 SECTION AT COOLER 3/4" = 1'-0"4 ACCESS LADDER DETAIL 3" = 1'-0" 6 VALANCE DETAIL 1" = 1'-0" 5 INTERIOR SECTION ABOVE COOLER NO. DATE DESCRIPTION 02/07/22 16 GA. DIAMOND PLATE TRIM BY TFM METAL VENDOR SCHEDULED FINISH. REF A600 FOR ROOM FINISH SCHEDULE, A101, A102, A401 AND INTERIOR ELEVATIONS SHEATHING , REF A111 BLOCKING SCHEDULED FINISH. REF A600 FOR ROOM FINISH SCHEDULE, A101, A102, A401 AND INTERIOR ELEVATIONS 6"REF A101 FOR PARITION SIZESVARIES16 GA. ALUMINUM DIAMOND TREAD PLATE. PRE-DRILLED COUNTERSUNK W/ #8 X 1 1/2" OVAL HEAD SHEET METAL SCREW (OR EQUIVALENT). (3) ANCHORS EA. SIDE. CAULK FINISH AS SCHEDULED CAULK 1' - 0"1' - 0"16 GA. ALUMINUM DIAMOND TREAD PLATE. PRE-DRILLED COUNTERSUNK W/ #8 X 1 1/2" OVAL HEAD SHEET METAL SCREW (OR EQUIVALENT). (3) ANCHORS EA. SIDE. FF BASE AS SCHEDULED FINISH AS SCHEDULED 6"3' - 6"4' - 0"1' - 0" 2 A503 _______ 16 GA. S.S. TRIM BY TFM METAL VENDOR BLOCKING SCHEDULED FINISH. REF A600 FOR ROOM FINISH SCHEDULE, A101, A102, A401 AND INTERIOR ELEVATIONS SCHEDULED FINISH. REF A600 FOR ROOM FINISH SCHEDULE, A101, A102, A401 AND INTERIOR ELEVATIONS SHEATHING, REF A111 ALUMINUM DIAMOND TREAD PLATE. PRE-DRILLED COUNTERSUNK W/ #8 X 1 1/2" OVAL HEAD SHEET METAL SCREW (OR EQUIVALENT). (3) ANCHORS EA. SIDE. FF WOOD BASE 4"3' - 8"4' - 0"2" 6" 2" NOTE: INSTALL PIPING TIGHT TO FACE OF WALLS WHEREVER POSSIBLE ROUTE PIPING VERTICAL TO 5'-0" AFF (MIN.) BEFORE ANY HORIZONTAL TRAVEL/OFFSETS PIPING REF. PLUMBING NOTE: EXACT DIMENSIONS TO BE FIELD VERIFIED WITH ELEMENTS TO BE PROTECTED. MAINTAIN 1" CLEAR MIN. TO PIPING (TYP.)2" 6" 2" ALUMINUM DIAMOND TREAD PLATE. PRE-DRILLED COUNTERSUNK W/ #8 X 1 1/2" OVAL HEAD SHEET METAL SCREW (OR EQUIVALENT). (3) ANCHORS EA. SIDE.5"EXISTING TRASH COMPACTOR DOOR SS BH SCREWS CAULK ALL EDGES W/ 100% SILICON BASE AS SCHEDULED 20 GAUGE S.S. SHEET METAL BY TFM METALS VENDOR 1" 1 3/4" 1" 3 5/8" 1/2"x3"x9" BASE PLATE SECURED TO CONCRETE WITH (4) 3/8" DIAMETER EXPANSION ANCHORS 2" MIN EMBEDMENT 2 1/2" x 2 1/2"x3/16" x 3'-3" HSS WALL BRACE. 3 5/8" 20 GA METAL STUD AT EACH SIDE OF TUBE ATTACHED WITH #5 SELF-TAPPING SCREWS AT 12" OC 3/16" REFERENCE FINISH PLANS NOTE: COORDINATE POST PLACEMENT FOR ALL UTILITIES TO BE PLACED CONCEALED IN WALL. OFFSET POST IN LOCATIONS CONTAINING HORIZONTAL ELECTRICAL AND/OR PLUMBING RUNS. [W-17] FINISH ON 5/8" MOLDTOUGH (BOTH SIDES) 3 5/8" 20 GA PRE-ENGINEERED METAL STUDS AT 16" O.C. 2 1/2" X 2 1/2" X 3/16" STEEL TUBE CONCEALED WITHIN AND ANCHORED TO STUDS AND SLAB @ 4'-0" O.C. MAX. BASE PLATE. REF 13 -A503 2 1/2" X 2 1/2" X 3/16" STEEL TUBE CONTINUOUS NOTE: ALL "RED STEEL" TO BE SHOP PRIMED 2" CAP TO BE INSTALLED BY MILLWORK VENDOR 3 5/8" GALV. TRACK SECURE TO SLABTO TOP OF CAP4' - 4"BASE FINISH PER FINISH PLANS NOTE: COORDINATE POST PLACEMENT FOR ALL UTILITIES TO BE PLACED CONCEALED IN WALL. OFFSET POST IN LOCATIONS CONTAINING HORIZONTAL ELECTRICAL AND/OR PLUMBING RUNS. WALL FINISH PER FINISH PLANS 6" 20 GA PRE-ENGINEERED METAL STUDS AT 16" O.C. 2 1 1/2" X 2 1/2" X 3/16" STEEL TUBE CONCEALED WITHIN AND ANCHORED TO STUDS AND SLAB @ 4'-0" O.C. MAX. BASE PLATE. REF 15 -A503 2 1/2" X 2 1/2" X 3/16" STEEL TUBE CONTINUOUS NOTE: ALL "RED STEEL" TO BE SHOP PRIMED TO TOP OF CAP4' - 4"2" CAP TO BE INSTALLED BY TFM MILLWORK VENDOR SEE ELECTRICAL AND PLUMBING FOR CONDUIT RUNNING HORIZONTALLY 6" GALV. TRACK SECURE TO SLAB BASE PER FINISH PLANS NOTE: COORDINATE POST PLACEMENT FOR ALL UTILITIES TO BE PLACED CONCEALED IN WALL. OFFSET POST IN LOCATIONS CONTAINING HORIZONTAL ELECTRICAL AND/OR PLUMBING RUNS.3 3/4"3 3/4"1" SEE PLAN 1" 6" 1/2"x5"x9" BASE PLATE SECURED TO CONCRETE WITH (4) 3/8" DIAMETER EXPANSION ANCHORS 2" MIN EMBEDMENT 2 1/2" x 2 1/2"x3/16" x 3'-3" HSS WALL BRACE. 6" 20 GA METAL STUD AT EACH SIDE OF TUBE ATTACHED WITH #5 SELF- TAPPING SCREWS AT 12" OC 3/16" REFERENCE FINISH PLANS NOTE: COORDINATE POST PLACEMENT FOR ALL UTILITIES TO BE PLACED CONCEALED IN WALL. OFFSET POST IN LOCATIONS CONTAINING HORIZONTAL ELECTRICAL AND/OR PLUMBING RUNS.REF. A102 & A401HEIGHT VARIES6" #4 DOWEL AT 8" O.C. 4" HIGH X 5" WIDE CONCRETE BASE SEALANT FINISH FULLY ADHERED TO 5/8" MOLDTOUGH GWB OVER METAL STUDS AT 16" O.C. REFERENCE PLANS FOR METAL STUD SIZE. REFERENCE PLANS FOR FINISHES AT ICE MACHINE AND MOP SINK AREA4"MOP SINK/ICE MACHINE SIDE COOLER WALL TILE ADHERED TO COOLER WALL TILE OVER (1) LAYER OF 5/8" DENSHIELD BACKER BOARD OVER 3 5/8" 20 GA.METAL STUDS HANDSINK REFER TO PLUMBING DRAWINGS 3 5/8" 20 GAUGE METAL STUDS ATTACHED TO MTL. FRAME ABV. FIN. CLG. PLUMBING LINES PER PLUMBING DWGS. TYP. SEE PLAN 4" FINISH TO FINISHREF. TO G003 FOR TYPICAL HAND SINK ELEVATIONS AT BUMPOUTS 5"EXISTING ALUMINUM STOREFRONT SYSTEM CONT 1/2" PMEJ AND SEALANT TYP CONCRETE CURB AT CART CORRAL CONCRETE FLOOR SLAB EXISTING FOUNDATION WALL #4 x 8" DOWELS EMBED IN EPOXY ADHESIVE WITH 2" EMBEDMENT AT 24" OC 6" 2" 4" CONCRETE SLAB WITH #3 AT 18" EACH WAY WITH CONTROL JOINTS NOT TO EXCEED 10' SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE12 3 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:18:58 PMMISCELLANEOUS DETAILS A503 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 3" = 1'-0" 7 STOCKROOM WALL GUARD DETAIL 3" = 1'-0"6 NOT USED 1" = 1'-0"2 STOCKROOM OUTSIDE CORNER PLAN DETAIL 1" = 1'-0"3 STOCKROOM OUTSIDE CORNER ELEVATION DETAIL 3" = 1'-0" 8 BAKERY PREP TRIM DETAIL 1" = 1'-0" 5 STOCKROOM PIPING PLAN PROTECTION DETAIL 1" = 1'-0" 4 STOCKROOM PIPING PLAN PROTECTION DETAIL 3/8" = 1'-0"9 COMPACTOR CHUTE APRON DOOR DETAIL 3" = 1'-0" 13 3 5/8" LOW WALL BASE DETAIL 1" = 1'-0"12 3 5/8" LOW WALL SECTION AT COFFEE BY THE CUP 1" = 1'-0"14 6" LOW WALL SECTION AT COFFEE BY THE CUP 3" = 1'-0" 15 6" LOW WALL BASE DETAIL 3/4" = 1'-0" 10 NOT USED 1" = 1'-0"11 WALL DETAIL AT ICE AND MOP AREA 1 1/2" = 1'-0"1 HAND SINK BUMPOUT DETAIL 1 1/2" = 1'-0"16 CONCRETE AT CART CORRAL NO. DATE DESCRIPTION 02/07/22 3"3"3"3"INSULATION PACK TO PREVENT LIGHT TRANSMISSION INTO SALES AREA. CLIP INSULATION IN PLACE. CUT GYPSUM BOARD TO FIT WITHIN 3/8" OF BOTTOM OF ROOF DECK TOP TRACK METAL STUDS EXISTING STRUCTURE BOTTOM TRACK 6" DEFLECTION TRACK 16 GAUGE SECURED TO BOTTOM CHORD OF JOIST WITH (2) 0.145 DIA PAF GYPSUM BOARD SPACER GYPSUM BOARD COVER GYPSUM BOARD REF PARTITION TYPES METAL STUDSSLIP JOINT NOTE: USE TYPE X GYPSUM BOARD ON BOTH SIDES AT RATED CONDITION3"3"3"BOTTOM OF DECK FIRESTOPPING 20 GAUGE BREAK METAL CLOSURE AS REQD WHERE WALL IS PARALLEL TO FLUTES TYPE X GYPSUM BOARD. ATTACH AT TOP ONLY ATTACH 16 GAUGE 6" DEFLECTION TRACK WITH #10 TEK SCREWS FOR (2) ROWS AT 24" OC TO METAL ROOF DECK 2" x 20 GAUGE CONTINUOUS METAL STRAP METAL STUDS WALL FINISH REF PARTITION TYPES J-MOLD EDGE EA SIDE 1" 1"3"NESTED 6"x 20 GAUGE STUDS SECURE TO BOTTOM OF BAR JOISTS WITH 3/8" A307 BOLTS, LOCK NUTS AND WASHERS BOTTOM OF JOISTS METAL STUDS 18 GAUGE 6" DEEP LEG TRACK NOTE: USE 0.145 DIA PAF FOR DEFLECTION TRACK ATTACHMENT TO GIRT AT SIM CONDITION METAL ROOF DECK ATTACH 16 GAUGE 6" DEFLECTION TRACK WITH #10 TEK SCREWS FOR (2) ROWS AT 24" OC TO METAL ROOF DECK 2" x 20 GAUGE CONT METAL STRAP WALL FINISH REF PARTITION TYPES 1"1" J-MOLD EDGE 1"DO NOT ATTACH WALL FINISH TO DEFLECTION TRACK 16 GA TRACK, ATTACH TO EACH WALL STUD W/ (2) #10 TEK SCREWS AS SHOWN METAL STUD REF PLAN FOR PARTITION TYPE ATTACH CEILING JOIST TO TRACK W/ (2) #10 TEK SCREWS, TOP AND BOTTOM 1"1"MAX 1/4" CEILING PER SCHEDULE METAL STUD HEADER 18 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND (6) #10 TEK SCREWS TO JAMB METAL STUD JAMB BA2' TO 6' 6' TO 8' 8' TO 10' 10' TO 12' 12' TO 14' 14' TO 16' 16' TO 18' 18' TO 26' (2) 6" X 18 GAUGE (2) 6" X 16 GAUGE (2) 6" X 14 GAUGE (2) 8" X 18 GAUGE (2) 8" X 16 GAUGE (2) 8" X 14 GAUGE (2) 10" X 14 GAUGE (2) 12" X 16 GAUGE 1x = 2.042 Sx = 0.670 1x = 2.518 Sx = 0.839 1x = 3.094 Sx = 1.031 1x = 4.134 Sx = 1.033 1x = 5.110 Sx = 1.277 1x = 6.303 Sx = 1.576 1x = 12.325 Sx = 2.456 1x = 15.730 Sx = 2.334 HEADER LENGTH HEADER MEMBERS MINIMUM EFFECTIVE PROPERTIES PER STUD INTERIOR NON-LOAD BEARING PARTITION HEADER SCHEDULE 6 1/2"VARIES METAL STUD BOTTOM TRACK TOP TRACK 2 STUD HEADERS FINISH AS INDICATED BOTTOM TRACK DOUBLE MTL STUD AT JAMBS BOX BEAM 18 GA TRACK SECTION-BSECTION-A (1) #10 TEK SCREW AT EACH VERTICAL STUD PARTITION NOTES 1. REFERENCE CAPTURE TRACK DETAILS FOR DEFLECTION REQUIREMENTS. 2. METAL STUDS ARE SPACED AT 16" ON CENTER MAX UNLESS NOTED OTHERWISE 3. ALL GYPSUM BOARD IS TO BE 5/8" THICK UNLESS NOTED OTHERWISE 4. MAXIMUM HEIGHT OF NON LOAD BEARING WALL ABOVE HEADER TO BE 20'-0". 5. IN ROOMS WITH LAY-IN CEILINGS, EXTEND FINISH 6" MIN ABOVE CEILING. IN ROOMS WITH GYP BOARD CEILING STOP FINISH AT CEILING. 6. HOLD ALL SUBSTRATE 1/2" ABOVE CONCRETE TO AVOID WICKING ACTION. 7. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF LEVELS, CONCEALED SPACES BETWEEN STAIRWAY STRINGERS, PENETRATIONS IN FLOOR/CEILING ASSEMBLIES AND OTHER LOCATIONS AS REQUIRED PER CODE. 8. PROVIDE BLOCKING AT ALL WALL HUNG EQUIPMENT AS REQUIRED AND DETAILED IN DRAWINGS AND MILLSWORK SHOPS COORDINATE EXACT LOCATION WITH ARCHITECT & TFM VENDOR. 9. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITHOTHER TRADES. 10. REF A600 FOR SCHEDULE FINISH KEY. 11. REF A111 FOR SHEATHING PLAN 12. REF INTERIOR BUILDING ELEVATIONS AND FINISH SCHEDULE FOR ADDITIONAL WALL FINISH REQUIREMENTS, TYP. 13. G.C. TO ENSURE THAT ALL INSTALLED WALLS MEET APPLICABLE CODE REQUIREMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT INDEX FOR TYPE IIB CONSTRUCTION. 14. METAL STUDS TO BE 20 GA. (33 MIL) MIN AT 16" OC U.N.O. OR HEAVIER AS INDICATED BY DRAWINGS. 15. ALL METAL STUD FLANGES TO BE 1 5/8" MIN WIDTH. 16. WHERE WALLS ARE NOT SHEATHED FULL HEIGHT ON BOTH SIDES, BRIDGING IS REQUIRED PER THEIR MAX UNBRACED LENGTH. IF UNBRACED LENGTH OF A 6" GA 20 GA STUD > 25'-0", BRIDGING IS REQUIRED. IF BRACED LENGTH OF A 3 5/8" 20 GA STUD > 15'-0," BRIDGING IS REQUIRED. 17. FULLY SHEATHED WALLS TO RECEIVE BRIDGING AT 1/4 POINTS. 1/2"VERTICAL GYPSUM BOARD CONTROL JOINT REF SPECIFICATIONSGYPSUM BOARD 1/2" 5/8" TYPE X GYPSUM BOARD VERTICAL GYPSUM BOARD CONTROL JOINT REF SPECIFICATIONS 5/8" GAP 1 5/8" DRYWALL SCREWS AT 24" OC 5/8" TYPE X GYPSUM BOARD CEILING PER SCHEDULE (2) C8 X 1 5/8" X 18 GA METAL STUD BOX BEAM WITH 18 GA METAL TRACKS TOP AND BOTTOM C6 X 1 5/8" X 18 GA METAL STUD AT 16" OC MAX, ANCHOR TO WALL STUDS WITH #10 TEK SCREWS TYP NOTE: CEILING JOIST ORIENTATION AT SIM CONDITION. REFERENCE A504 FOR HEADER RUNNER TRACK BEND AND CLIP TO WALL RUNNER AT 48" OC METAL RUNNER EXTEND METAL STUD 4" MINIMUM ABOVE CEILING FRAMING METAL STUDS SET 1/2" OFF FACE OF WALL FACE OF WALL CEILING AS SCHEDULED4"4'-0" MAX BRACE TO ADJACENT WALL AT CORNER DIAGONAL 3 5/8" METAL STUD BRACING AT 48 OC AS REQD TO STABILIZE PARTITION 20 GAUGE CLIP ANGLE 20 GAUGE TOP TRACK METAL STUDS AS SCHEDULED WALL FINISH REF PARTITION TYPES FLUSH JOINTPERPENDICULAR JOINT J-MOLD WITH 1/8" CLEAN JOINT (DO NOT CAULK JOINT) FLOOR SUPPORTED WALL SUSPENDED SOFFIT WALL SUSPENDED SOFFIT WALL L3X3X18 GA (3) #10 TEK SCREWS EACH LEG 3 5/8" X 18 GA NESTED STUD AND TRACK EXISTING ROOF DECK DEFLECTION TRACK 3 5/8" 20 GA GALV. METAL TRACK CONT. SEE PLANS FOR STUD SIZE 5/8" WALL SHEATHING. REFERENCE A1114"DO NOT ATTACH STUDS OR WALL SHEATHING TO DEFLECTION TRACK2"24" OC 12 GAGE HANGER WIRE AT 4'-0" OC EACH WAY MAX 6" MAX FROM WALL 12 GAGE GALVANIZED WIRE HANGERS AT 4'-0" OC MAX EACH WAY WITH FIRST HANGER AT 6" MAX FROM WALL. ELEC FIXTURES AND MECH EQUIPMENT TO BE SUPPORTED BY SEPARATE WIRES. ANCHOR WIRES TO ROOF STRUCTURE WALL ANGLE (OR CHANNEL) MAIN RUNNERS LAY-IN ACOUSTICAL TILE LOCATE SWAY BRACE AT 12'-0" OC MAX EACH WAY. LOCATE WITH FIRST POINT 6'-0" FROM EACH PARTITION CROSS RUNNERS WALL ANGLE (OR CHANNEL) SLOT BOTTOM OF 1/2" ELECTRICAL METALLIC TUBING CONDUIT TO FIT OVER RUNNER. ANCHOR WITH #8 SELF DRILLING SELF TAPPING METAL CREWS WRAP WIRE AT EACH END 4 TWISTS. MAX LENGTH OF COIL TO BE 1 1/2" (4) #12 SWAY WIRE, PLACE (2) WIRES EACH SIDE OF POST ON MAIN RUNNER. (4 REQUIRED PER POST) NOTE: THE FIRST CEILING TILE SHALL MAINTAIN 3/4" CLEAR FROM FINISH WALL SURFACE 3/4" ELECTRICAL METALLIC TUBING CONDUIT BOTTOM CHORD OF JOIST 12 GAGE HANGER WIRE INSIDE TUBE ANCHOR 1/2" ELECTRICAL METALLIC TUBING CONDUIT TO 3/4" ELECTRICAL METALLIC TUBING CONDUIT WITH (2) #8 SELF DRILLING SELF TAPPING SCREWS FULL PENETRATION THRU BOTH SIDES 1/4" x 6" EYE BOLT. DOUBLE NUT AT TOP WITH OVERSIZED WASHER AND SINGLE NUT WITH OVERSIZED WASHER AT BOTTOM SIDE OF JOIST 45° MAX 1'-0"1'-0"48" OC -T YP 48" OC -TYP 2" M A X 2" M A X MAIN RUNNERCROSS TEE 1/2" ELECTRICAL METALLIC TUBING CONDUIT NOTE: INSPECTION OF SWAY BRACE AND CEILING GRID INSTALLATION SHALL BE COMPLETED BEFORE INSTALLATION OF CEILING ANGELS. PROVIDE SPECIAL INSPECTOION REPORT HORI ZONTAL TYP45° MAX FROMMAIN RUNNER TYP45° MAXHORIZONTAL FROMSHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE12 3 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:19:01 PMMISCELLANEOUS DETAILS A504 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1 1/2" = 1'-0" 3 PARTITION TO DECK 1 1/2" = 1'-0" 7 CAPTURE TRACK 1 1/2" = 1'-0" 6 CAPTURE TRACK 1 1/2" = 1'-0"5 DEFLECTION TRACK 1 1/2" = 1'-0" 15 CEILING JOIST ATTACHMENT 1 1/2" = 1'-0" 2 HEADER CONNECTION DETAIL 1 1/2" = 1'-0" 10 GYP BD CONTROL JOINT 1 1/2" = 1'-0" 9 GYP BD CONTROL JOINT - FR 1 1/2" = 1'-0" 14 BOX BEAM 1 1/2" = 1'-0"8 FURRING TO WALL 1 1/2" = 1'-0"1 PARTITION BRACING 1 1/2" = 1'-0" 11 TYPICAL SLIP-JOINT DETAIL 3" = 1'-0" 13 BLOCKING ATTACHMENT 3" = 1'-0"12 EXPANSION WALL DETAIL 3/4" = 1'-0" 4 CEILING GRID DETAIL NO. DATE DESCRIPTION 02/07/22 1. SALES FLOOR WALLS ARE TO BE PREPED FOR PAINT OR DECOR FINISH. 2. FLOOR FINISH INSTALLED OVER EXPOSED CONCRETE. 3. REFER TO INTERIOR ELEVATIONS WALL FINISHES AND TILE PATTERN. 4. NOT USED. 5. PAINT EXPOSED CEILING, UTILITES, DUCTWORK, CONDUIT, ROOF DECK, AND STRUCTURE PER FINISH SCHEDULE UNLESS NOTED OTHERWISE. 6. USE WATER RESISTANT GYPSUM BOARD AT WALLS. 7. USE WATER RESISTANT GYPSUM BOARD AT CEILING. 8. REFER TO ELEVATIONS FOR ACCENT WALL LOCATIONS. 9. PAINT COLUMNS TO MATCH WALLS PER DEPARTMENT. SCHEDULE NOTES SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:19:03 PMFINISH SCHEDULE AND DETAILS A600 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 Room Schedule ROOM # ROOM NAME FLOOR FINISH WALL CEILING NOTES NORTH SOUTH EAST WEST MATERIAL FINISH HEIGHT BASE FINISH BASE FINISH BASE FINISH BASE FINISH 100 ENTRY/EXIT VESTIBULE F1 B-1 GEN-WLV-1, W-1 B-1 GEN-WLV-1, W-1 B-1 GEN-WLV-1, W-1 B-1 GEN-WLV-1, W-1 -C1 OTS 5 100A EXIT VESTIBULE F1 B-1 GEN-WLV-1, W-1 B-1 GEN-WLV-1, W-1 B-1 GEN-WLV-1, W-1 B-1 GEN-WLV-1, W-1 -C1 OTS 5 101 FRONT END CHECKOUT AREA F1 --B-1 GEN-WLV-1, W-3, W-7 -----C1 OTS 5 107 BEER AND WINE SALES F1 B-1 GEN-WLV-1, W-3, W-7 B-1 GEN-WLV-1, W-3, W-7 B-1 GEN-WLV-1, W-3, W-7 ---C1 OTS REF A201, 5 108 BULK/COFFEE/CANDY SALES F1 B-1 -B-1 - B-1 -B-1 W-3, W-7 -C1 OTS REF A201, 5 109 GROCERY SALES F1 B-1 -B-1 - B-1 -B-1 --C1 OTS REF A201, 5 110 FROZEN SALES F1 --B-1 PF-PLK-1, W-3, W-7 --B-1 --C1 OTS REF A201, 5 111 DAIRY SALES F1 B-1 -B-1 PF-PLK-1, W-3, W-7 --B-1 PF-PLK-1, W-3, W-7 -C1 OTS REF A201, 5 112 BAKERY SERVICE AISLE F1 --- - --ACT, VINYL COATED CEILING C3 9'-6" REF A201 113 PRODUCE SALES F1 B-1 W-3, W-7 - - B-1 W-3, W-7 B-1 W-3, W-7 -C1 OTS REF A201, 5 114 FLORAL SALES F1 B-1 FLO-PLK-1, GEN-WLV-1, W-3 - - B-1 GEN-WLV-1, FLOR-PLK-1, W-3 ---C1 OTS REF A201, 5 202 DELI PREP F2 B-2 W-2, W-19, W-21 B-2 W-2, W-19, W-21 B-2 W-2, W-19, W-21 B-2 W-2, W-19, W-21 METAL C8 11'-0" REF A400 203 MEAT SERVICE AISLE F2 B-2 W-1, W-2 B-2 W-1, W-2 --B-2 W-1, W-2 ACT, VINYL COATED CEILING C3 9'-6" REF A201 300 DAIRY COOLER F2 B-2 W-9 B-2 W-9 B-2 W-9 B-2 W-9 COOLER PANEL C4 10'-0" 301 BAKERY COOLER F2 B-2 W-9 B-2 W-9 B-2 W-9 B-2 W-9 COOLER PANEL C4 10'-0" 302 BAKERY PREP F2 B-2 W-1, W-2, W-17 B-2 W-1, W-2, W-17 B-2 W-1, W-2, W-17 B-2 W-1, W-2, W-17 ACT, VINYL COATED CEILING C3 9'-6" 303 MEAT & SEAFOOD COOLER F2 B-2 W-10 B-2 W-10 B-2 W-10 B-2 W-10 COOLER PANEL C4 10'-0" 304 MEAT & SEAFOOD PREP F2 B-2 W-10, W-11 B-2 W-10, W-11 B-2 W-10, W-11 B-2 W-10, W-11 COOLER PANEL C5 10'-0" 305 BULK COOLER F2 B-2 W-9 B-2 W-9 B-2 W-9 B-2 W-9 COOLER PANEL C4 10'-0" 306 ICE CREAM FREEZER F6 B-5 W-9 B-5 W-9 B-5 W-9 B-5 W-9 FREEZER PANEL C4 10'-0" 307 BAKERY DELI GROCERY FREEZER F6 B-5 W-9 B-5 W-9 B-5 W-9 B-5 W-9 FREEZER PANEL C4 10'-0" 308 MEAT & SEAFOOD FREEZER F6 B-5 W-10 B-5 W-10 B-5 W-10 B-5 W-10 FREEZER PANEL C5 10'-0" 309 SCULLERY F2 B-2 W-11 B-2 W-11 B-2 W-11 B-2 W-11 ACT, VINYL COATED CEILING C3 10'-0" 310 COLD COOKED COOLER F2 B-2 W-9 B-2 W-9 B-2 W-9 B-2 W-9 COOLER PANEL C4 10'-0" 311 COLD COOKED PREP F2 B-2 W-10, W-11 B-2 W-10, W-11 B-2 W-10, W-11 B-2 W-10, W-11 COOLER PANEL C5 10'-0" 312 KITCHEN F2 B-2 W-11 B-2 W-11 B-2 W-11 B-2 W-11 ACT, VINYL COATED CEILING C3 10'-0" 313 PRODUCE PREP F2 B-2 W-10, W-11 B-2 W-10, W-11 B-2 W-10, W-11 B-2 W-10, W-11 COOLER PANEL C5 10'-0" 314 PRODUCE COOLER F2 B-2 W-9 B-2 W-9 B-2 W-9 B-2 W-9 COOLER PANEL C4 10'-0" 315 FLORAL PREP F2 B-2 GEN-WLV-1 B-2 GEN-WLV-1 B-2 GEN-WLV-1 B-2 GEN-WLV-1 ACT, VINYL COATED CEILING C3 9'-6" 316 FLORAL COOLER F2 B-2 W-9 B-2 W-9 B-2 W-9 B-2 W-9 COOLER PANEL C4 10'-0" 400 OFFICE F1 B-1 W-22 B-1 W-22 B-1 W-22 B-1 W-22 ACT C2 9'-6" REF A401 401 WOMEN'S R.R. F2 B-7 W-1, W-20, W-22 B-2 W-1, W-20, W-22 B-2 W-1, W-20, W-22 B-2 W-1, W-20, W-22 GYP C6 8'-0" REF A402, 6, 7 402 MEN'S R.R. F2 B-7 W-1, W-20, W-22 B-2 W-1, W-20, W-22 B-2 W-1, W-20, W-22 B-2 W-1, W-20, W-22 GYP C6 8'-0" REF A402, 6, 7 403 CLOSET F1 -W-7 - W-7 -W-7 -W-7 ACT C2 9'-6" 404 INSTACART F1 B-2 W-2,W-20 B-2 W-2, W-20 B-2 W-2,W-20 B-2 W-2, W-20 ACT C2 9'-6" 405 BREAK ROOM F1 B-1 W-11, W-22 B-1 W-11, W-22 B W-11, W-22 B W-11, W-22 ACT C2 9'-0" REF A401 406 WELLNESS ROOM F1 B-1 W-22 B-1 W-22 B-1 W-22 B-1 W-22 ACT C2 9'-0" REF A401 407 RESTROOM F2 B-2 W-1 B-2 W-1 B-2 W-1 B-2 W-1 ACT C2 8'-0" 6, 7 408 RESTROOM F2 B-2 W-1 B-2 W-1 B-2 W-1 B-2 W-1 ACT C2 8'-0" 6, 7 409 RESTROOM COORIDOR F1 --B-1 GEN-WLV-1, W-3 B-1 GEN-WLV-1, W-3 B-1 GEN-WLV-1, W-3 ACT C2 12'-0" 413 IT F5 -W-7 - W-7 -W-7 -W-7 -C1 OTS 5 414 MOP SINK F9 --B-6 W-11 B-6 W-11 B-6 W-11 -C1 OTS 5 500 BOH F5 B-3 W-18 B-3 W-18 B-3 W-18 B-3 W-18 ETR C1 OTS 5 501 ELECTRICAL ROOM ETR ETR W-7 ETR ETR ETR ETR ETR ETR ETR ETR ETR 502 RECEIVING F5 B3 W18 B3 W18 B3 W18 B3 W18 ETR C1 OTS 5 503 FIRE RISER F5 ETR ETR ETR ETR ETR ETR ETR ETR ETR C1 OTS 5 504 BOH CORRIDOOR F5 B-3 W-18 B-3 W-18 B-3 W-18 B-3 W-18 ETR C1 OTS 5 NO. DATE DESCRIPTION 02/07/22 SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE12 3 4 5 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:19:04 PMFINISH SCHEDULE A601a 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 A. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS, CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE COORDINATED WITHOTHER TRADES. GENERAL NOTES MATERIAL SCHEDULE TAG DESCRIPTION FINISH MANUFACTURER DETAILS REMARKS NOTES BASE B-1 VINYL BASE VINYL COVE BASE ARMSTRONG SIZE: 6", MODEL/COLOR: R48EB EBONY -REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION B-2 QUARRY TILE - INTEGRAL COVE BASE QUARRY TEXTURES DAL-TILE SIZE: 5"X6", MODEL/COLOR: ASHEN GRAY - 0T03 COVE BASE GROUT: #45 "RAVEN" BY LATICRETE, JOINT SIZE: 1/4"REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION B-3 WOOD BASE --SIZE 2X6 WITH CHAMPFERED EDGE ND SEALED TO THE WALL -- B-5 FACTORY FINISH PER MFR.-- WALL PANEL IS SECURED TO FLOOR. NO ADDITIONAL BASE.- B-6 RESINOUS FLOOR TEXTURED STONHARD MODEL/COLOR: STONSHIELD URT/ASH -- B-7 COVE TRANSITION STRIP -SCHLUTER PRODUCT/MODEL: DILEX MODEL: AHK, COLOR: SATIN ANODIZED ALUMINUM FOR LOCATIONS WITHOUT QUARRY TILE WHERE AHJ REQURIES A COVE BASE. - B-9 CONCRETE CURB --- -- CEILING C-1 PAINT FLAT BENJAMIN MOORE MODEL/COLOR: BM HC-188 ESSEX GREEN REFER TO SPECIFICATIONS - C-2 2X2 CEILING TILE -ARMSTRONG SIZE: 24"X24", PRODUCT: PERFORATED ACT, COLOR: "WHITE" CEILING GRID "WHITE" TO MATCH TILE COLOR - C-3 2X2 CEILING TILE (VINYL COATED)VINYL-COATED ARMSTRONG SIZE: 24"X24", PRODUCT: NON-PERFORATED ACT, COLOR: "WHITE" CEILING GRID ALUMINUM IN "WHITE" TO MATCH TILE COLOR - C-4 FACTORY FINISH NATURAL PER MFR. MODEL/COLOR: "NATURAL" EMBOSSED GALVANIZED SUPPLIED AND INSTALLED BY COOLER MANUFACTURER.REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION C-5 FACTORY FINISH (WHITE)WHITE PER MFR. MODEL/COLOR: "WHITE" EMBOSSED GALVANIZED SUPPLIED AND INSTALLED BY COOLER MANUFACTURER.REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION C-6 PAINT HIGH REFLECTIVE BENJAMIN MOORE MODEL/COLOR: CSP 35 "PENTHOUSE" SERVICE AREA SOFFITS - C-7 2X4 CEILING TILE FINE TEXTURE ARMSTRONG SIZE: 24"X48", PRODUCT: FLAT PROFILE, COLOR: "CUSTOM" TILE AND CEILING GRID PAINTED BENJAMIN MOORE HC-188 "ESSEX GREEN" - C-8 2X2 METAL CEILING TILE CUSTOM GAGE CEILING TILES SIZE: 24"X24", PROFILE: FLAT, COLOR: CUSTOM D3.5 CEILING GRID, 9/16" TEGULAR, CUSTOM COLOR TO MATCH CEILING TILE - DOORS AND WINDOWS D-1 SC WOOD DOOR (SALES)LAMINATE WILSONART MODEL/COLOR: 7929 - "HUNTINGTON MAPLE" REFER TO SPECIFICATIONS - D-2 HM DOORS (SALES)SEMI-GLOSS BENJAMIN MOORE MODEL/COLOR: PAINT TO MATCH ADJACENT WALL COLOR REFER TO SPECIFICATIONS EXTERIOR SIDE OF EXTERIOR DOORS TO BE FINISHED AS PART OF SHELL SCOPE D-3 HM DOORS (SALES)SEMI-GLOSS BENJAMIN MOORE MODEL/COLOR: PAINT TO MATCH ADJACENT WALL COLOR REFER TO SPECIFICATIONS - D-4 HM DOORS (BACKROOM)SEMI-GLOSS BENJAMIN MOORE MODEL/COLOR: PAINT TO MATCH ADJACENT WALL COLOR REFER TO SPECIFICATIONS EXTERIOR SIDE OF EXTERIOR DOORS TO BE FINISHED AS PART OF SHELL SCOPE D-5 HM FRAME (BACKROOM)SEMI-GLOSS BENJAMIN MOORE MODEL/COLOR: PAINT TO MATCH ADJACENT WALL COLOR REFER TO SPECIFICATIONS - D-6 TRAFFIC DOOR (SALES TO BACKROOM)STAINLESS STEEL -- REFER TO SPECIFICATIONS REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION D-7 TRAFFIC DOOR FRAME (SALES TO BACKROOM) STAINLESS STEEL - -REFER TO SPECIFICATIONS - D-8 TRAFFIC DOOR (SERVICE AISLE)STAINLESS STEEL --REFER TO SPECIFICATIONS REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION D-9 TRAFFIC DOOR FRAME (SERVICE AISLE)STAINLESS STEEL --REFER TO SPECIFICATIONS - D-10 TRAFFIC DOOR (BAKERY)STAINLESS STEEL --REFER TO SPECIFICATIONS REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION D-11 TRAFFIC DOOR FRAME (BAKERY)STAINLESS STEEL --REFER TO SPECIFICATIONS - T-1 RAMP THRESHOLDS MILLED ALUMINUM SCHLUTER PRODUCT: SCHLUTER RAMPS, MODEL: AERP 125 B65 THRESHOLDS TO BE USED AT QUARRY TILE TO SEALED CONC. TRANSITIONS REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION T-2 RAMP THRESHOLDS MILLED ALUMINUM NATIONAL GUARD MODEL: R50 THRESHOLDS TO BE USED AT SALES FLOOR TILE TO SEALED CONC. TRANSITIONS AT BOH REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION FLOORING F-1 LUXURY VINYL TILES WOOD GRAIN GERFLOR SIZE: 7.25"X48", MODEL/COLOR: 0441 - "HONEY OAK"POVIDE STANDARD EDGE NOSING FROM MANUFACTURER - F-2 QUARRY TILE QUARRY TEXTURES DALTILE SIZE: 6"X6", MODEL/COLOR: ASHEN GRAY - OT03 GROUT: #45 "RAVEN" BY LATICRETE, JOINT SIZE: 1/4" REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION F-4 WALK-OFF MAT SURPREME NOP MATS INC MODEL/COLOR: CARCOAL #07 SCHULTER SCHIENE A100 TO BE USED AT PERIMETERTRANSITION. - F-5 SEALED CONCRETE TRANSPARENT-GLOSS BASF MODEL/COLOR: MASTERURE CC300SB CONC. SLAB AREAS TO RECEIVE SEALER. REFERENCE FLOOR FINISH PLAN. REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION F-6 SEALED CONCRETE (NON-SLIP)CLEARPROTECT SOLVENT-BASED CURE & SEAL H&C MODEL/COLOR: TRANSPARENT-GLOSS ADD "SHARKGRIP" NON SLIP ADDITIVE PER MFR INSTRUCTIONS. INSTALLED AT INSULATED FREEZER SLAB. REFER TO FLOOR FINISH PLAN. REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION F-7 FACTORY FINISH PER MFR.-SIZE/MAT'L: 0.080 ALUMINUM TREADPLATE SUPPLIED AND INSTALLED BY COOLER MANUFACTURER.- F-9 RESINOUS FLOOR TEXTURED STONHARD MODEL/COLOR: STONSHIELD URT/ASH -- F-11 LUXURY VINYL TILES WOOD GRAIN GERFLOR SIZE: 7.25"X48", MODEL/COLOR: 0459 - BROWNIE PROVIDE STANDARD EDGE NOSING FROM MANUFACTURER - MISC. GL-1 OPAQUED GLASS -- SEE ID DRAWINGS FOR INFO PROVIDED AND INSTALLED BY OTHERS - GL-2 OPAQUED GLASS -- SEE ID DRAWINGS FOR INFO PROVIDED AND INSTALLED BY OTHERS - LAM-1 LAMINATE GLOSSY WILSON ART MODEL/COLOR: "1595-60 BLACK" -- LAM-3 LAMINATE GLOSSY FORMICA MODEL/COLOR: "858-90 PUMICE" -- M-1 STAINLESS STEEL -- THICKNESS AND FINISH VARIES PER APPLICATION, REFER TO PROJECT MANUAL FOR SPECIFICATIONS ALL STAINLESS PROVIDED BY TFM METALWORK VENDOR - M-2 INTERIOR CANOPY COPPER - COLOR: POLISHED COPPER FINISH AWNING AND FRAME SUPPLIED AND INSTALLED BY TFM VENDOR - M-3 POWDERCOATED ALUMINUM -- SEE ID DRAWINGS FOR INFO PROVIDED AND INSTALLED BY OTHERS M-4 POWDERCOATED ALUMINUM -- SEE ID DRAWINGS FOR INFO PROVIDED AND INSTALLED BY OTHERS - M-5 PAINT SEMI-GLOSS BENJAMIN MOORE MODEL/COLOR: BM2134-30 IRON MOUNTAIN BACKROOM AREA RAILINGS, HANDRAILS, STAIRS AND LADDERS AS APPLICABLE - M-6 CART BUMPER -McCUE PRODUCT: CARTSTOP, MODEL/COLOR: RE 401-BLACK INSTALL PER MANUFACTURER'S INSTRUCTIONS - M-7 BLACKENED STEEL -- SEE ID DRAWINGS FOR INFO PROVIDED AND INSTALLED BY OTHERS - M-8 METAL BUMPER GUARDS -- SEE ID DRAWINGS FOR INFO PROVIDED AND INSTALLED BY OTHERS ST-1 CHARCOAL SOAPSTONE SUEDE DEKTON MODEL/COLOR: "KEYLA" NATURAL COLLECTION PROVIDED AND INSTALLED BY OTHERS - ST-2 WHITE QUARTZ HONED CAESARSTONE MODEL/COLOR: "MISTY CARERRA 4141" CLASSICO PROVIDED AND INSTALLED BY OTHERS - ST-3 BLACK QUARTZ POLISHED CAESARSTONE MODEL/COLOR: "EMPIRA BLACK" SUPERNATURAL COLLECTION PROVIDED AND INSTALLED BY OTHERS - ST-4 POLISHED POLISHED DALTILE MODEL/COLOR: "QQ47 PATRIOTIC CALCUTA", SIZE: 3/4" PROVIDED AND INSTALLED BY OTHERS - SHIPLAP FLO-PLK-1 BUTTED SHIPLAP --7-1/2" W. X 1/2" BUTTED SHIPLAP, NO SEAMS, (PEALE GREEN) PROVIDED AND INSTALLED BY DECOR VENDOR. GEN-WLV-1 BUTTED SHIPLAP --7-1/2" W. X 1/2" BUTTED SHIPLAP, NO SEAMS) PROVIDED AND INSTALLED BY DECOR VENDOR. PF-PLK-1 BUTTED SHIPLAP --7-1/2" W. X 1/2" BUTTED SHIPLAP, NO SEAMS, (PENTHOUSE) PROVIDED AND INSTALLED BY DECOR VENDOR. WALLS W-1 CERAMIC TILE (WHITE)GLOSSY TRADITIONS IN TILE AND STONE SIZE: 3"X6", COLOR: CS35 "CALM", PATTERN: SEE ELEVATIONS GROUT: #45 "RAVEN" BY LATICRETE, JOINT SIZE: 1/8", CORNERS: SCHLUTER QUADEC THE HEIGHT OF THE TILE, BLACK FINISH. REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION W-2 WALL GUARD ALUMINUM PRO TEK SYSTEMS MODEL/COLOR: CGD-200-EW - - W-3 PAINT SATIN/EGGSHELL BENJAMIN MOORE MODEL/COLOR: BM HC-188 ESSEX GREEN REFER TO SPECIFICATIONS - W-4 CERAMIC TILE (BLACK)GLOSSY CERAMIC TECHNICS SIZE: 2"X9", COLOR: ANTHRACITE, PATTERN: SEE ELEVATIONS GROUT: #45 "RAVEN" BY LATICRETE, JOINT SIZE: 1/8", CORNERS: SCHLUTER QUADEC THE HEIGHT OF THE TILE, BLACK FINISH. REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION W-6 NOT USED -- - - - W-7 PRIMED DRYWALL PRIMED - - DRYWALL TO BE PRIMED AND PREPPED TO RECEIVE PAINT FINISH. - W-8 NOT USED -- - - - W-9 FACTORY FINISH NATURAL PER MFR. MODEL/COLOR: "NATURAL" EMBOSSED GALVANIZED SUPPLIED AND INSTALLED BY COOLER MANUFACTURER. REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION W-10 FACTORY FINISH (WHITE)WHITE PER MFR. MODEL/COLOR: "WHITE" EMBOSSED GALVANIZED SUPPLIED AND INSTALLED BY COOLER MANUFACTURER. REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION W-11 FRP (WHITE)PEBBLED SURFACE MARLITE MODEL/COLOR: P-100 "WHITE" REFER TO DRAWINGS FOR LOACTION(S) - W-12 FRP (WHITE)PEBBLED SURFACE MARLITE MODEL/COLOR: P-100 "WHITE" NOTES: 12'H PANELS REFER TO DRAWINGS FOR LOACTION(S) REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION W-15 CERAMIC TILE (BLACK)GLOSSY TRADITIONS IN TILE AND STONE SIZE: 3"X6", MODEL/COLOR: #49 GLOSS "BLACK BRIGHT", PATTERN: SEE ELEVATIONS GROUT: #45 "RAVEN" BY LATICRETE, JOINT SIZE: 1/8", OUTSIDE CORNERS: SCHLUTER QUADEC THE HEIGHT OF THE TILE, BLACK FINISH. SUPPLIED AND INSTALLED BY TFM FLOORING/TILE VENDOR. REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION W-16 CERAMIC TILE (NAVY)GLOSSY TRADITIONS IN TILE AND STONE SIZE: 3"X6", COLOR: CS117 "NAVY", PATTERN: SEE ELEVATIONS GROUT: #45 "RAVEN" BY LATICRETE, JOINT SIZE: 1/8", OUTSIDE CORNERS: SCHLUTER QUADEC THE HEIGHT OF THE TILE, BLACK FINISH. REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION W-17 CERAMIC TILE (PINK)GLOSSY TRADITIONS IN TILE AND STONE SIZE: 3"X6", COLOR: CS23 "BLUSH", PATTERN: SEE ELEVATIONS GROUT: #17 MARBLE BEIGE BY LATICRETE, JOINT SIZE: 1/8", OUTSIDE CORNERS: SCHLUTER QUADEC THE HEIGHT OF THE TILE, BLACK FINISH, REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION W-18 PAINT - BREAKROOM & BOH WAINSCOTS SATIN/EGGSHELL, SEMI-GLOSS AT BOH BENJAMIN MOORE COLOR: BM 2134-30 "IRON MOUNTAIN"REFER TO SPECIFICATIONS. ADD "ZOLATONE" TO PAINT AT BREAKROOM WALL - W-19 CERAMIC TILE (GREEN) GLOSSY NEW YORK MOSAIC COMPANY SIZE: 3"X6", COLOR: "JADE", PATTERN: SEE ELEVATIONS GROUT: #60 "DUSTY GRAY" BY LATICRETE, JOINT SIZE 1/8", CORNERS: SCHLUTER RONDEC THE HEIGHT OF THE TILE, BRUSHED NICKEL FINISH, REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION W-20 CERAMIC TILE (WHITE)GLOSSY TRADITIONS IN TILE AND STONE SIZE: 4"X12", COLOR: CS35 "CALM", PATTERN: SEE ELEVATIONS GROUT: #45 "RAVEN" BY LATICRETE, JOINT SIZE: 1/8", CORNERS: SCHLUTER QUADEC THE HEIGHT OF THE TILE, BLACK FINISH. REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION W-21 CERAMIC TILE (GREEN)GLOSSY NEW YORK MOSAIC COMPANY SIZE: 3"X12", COLOR: "JADE", PATTERN: SEE ELEVATIONS GROUT: #60 "DUSTY GRAY" BY LATICRETE, JOINT SIZE 1/8", CORNERS: SCHLUTER RONDEC THE HEIGHT OF THE TILE, BRUSHED NICKEL FINISH, REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION W-22 PAINT SATIN/EGGSHELL BENJAMIN MOORE MODEL/COLOR: CSP 35 "PENTHOUSE"REFER TO SPECIFICATIONS - W-23 PAINT SATIN/EGGSHELL BENJAMIN MOORE MODEL/COLOR: HCC 121 "PEALE GREEN"REFER TO SPECIFICATIONS - W-24 CERAMIC TILE (BLACK)GLOSSY TRADITIONS IN TILE AND STONE SIZE: 1/2"X12", MODEL/COLOR: #49 GLOSS "BLACK BRIGHT", PATTERN: SEE ID DRAWINGS GROUT: #45 "RAVEN" BY LATICRETE, JOINT SIZE: 1/8", OUTSIDE CORNERS: SCHLUTER QUADEC THE HEIGHT OF THE TILE, BLACK FINISH. REFER TO RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFORMATION WD-1 PAINT GRADE WOOD --POPLAR OR SIMILAR PAINT GRADE WOOD FOR VARIOUS MILLWORK. MUST MEET ASTM E83 CLASS C. - WD-2 STAIN GRADE WOOD --WHITE OAK STAINED TO MATCH SHS SAMPLE "LT"STAIN GRADE WOOD FOR VARIOUS MILLWORK. MEETS ASTM E84 CLASS C. - WD-3 STAIN GRADE WOOD --WHITE OAK STAINED TO MATCH SHS SAMPLE "EBONIZED"STAIN GRADE WOOD FOR VARIOUS MILLWORK. MEETS ASTM E84 CLASS C. - WD-4 STAIN GRADE WOOD --WHITE OAK STAINED TO MATCH SHS SAMPLE "MED"STAIN GRADE WOOD FOR VARIOUS MILLWORK. MEETS ASTM E84 CLASS C. - WD-5 STAIN GRADE WOOD --WHITE OAK TO MATCH "MOHAWK DOVETAIL OAK"MUST BE CLEANABLE, SEALED AND SUBJECT TO COMMERCIAL CLEANING PRODUCTS. - WD-6 STAIN GRADE WOOD --ROUGH HEWN OAK MUST MEET LOCAL HEALTH CODES - WD-7 STAIN GRADE WOOD --SIZE: 48"X1-3/4" THICK APPALACHIAN OAK MUST MEET LOCAL HEALTH CODES - NO. DATE DESCRIPTION 02/07/22 UP UP U COILINGSLIDER PAIR -2 LITE TRANSOM B FLUSH DOOR TYPE LEGEND SWING GATE C L COOLER/FREEZER SLIDE DOOR N SOLID CORE WOOD 2' - 6"11"SEE SCHEDULE2' - 0" 21''x30'' SMOKED TEMPERED GLASS HOLLOW METAL DOOR ALUM. MINI BLIND (2'-4'' WIDE) PROVIDED BY G.C. 12'' KICK PLATE BOTH SIDES, S.S. FINISH 12'' KICK PLATE BOTH SIDES, S.S. FINISH SEE SCHEDULEDOUBLE ACTING W/ ACRYLIC VISION PANEL, AND 9'' JAMB GUARD WELDED FRAME BY G.C. SEE SCHEDULE 9"2' - 4"MAX3' - 4"REINFORCE DOOR FRAME @ PIVOT REINFORCE FRAME @ HINGE 30'' HIGH GA S.S. IMPACT PLATE BOTH SIDES B C C DOUBLE ACTING DOOR W/ ACRYLIC VISION PANEL PROVIDED BY COOLER VENDORSEE SCHEDULESEE SCHEDULE 9"1' - 2"C FINISH PER SECHEDULE BOTH SIDES 12" HIGH GA. S.S. BASE PLATE BOTH SIDES 2' - 6"3' - 4"1' - 9" SEE SCHEDULE SEE SCHEDULE 1' - 2"SEE SCHEDULE1' - 2"O E F G I SEE SCHEDULESEE SCHEDULE SEE SCHEDULE SEE SCHEDULE9"1' - 2"C C SEE SCHEDULESEE SECHEDULE FINISH PER SECHEDULE BOTH SIDES UNEVEN DOUBLE ACTING DOOR W/ ACRYLIC VISION PANEL PROVIDED BY COOLER VENDOR COOLER/FREEZER DOOR M STAINLESS STEEL 24''x30'' CLEAR TEMPERED GLASS TYPE "A" A A A A A A AA 2" 2" 2"1 HOLLOW METAL 2" 2"4"2 HOLLOW METAL DOOR FRAME TYPES DOOR SCHEDULE NOTES: 1. FIELD VERIFY ALL ROUGH OPENINGS PRIOR TO INSTALLATION. 2. PRIME AND PAINT HOLLOW METAL DOORS AND FRAMES, TYP. COORDINATE COLORS WITH TFM. 3. PROVIDE PANIC HARDWARE AS REQUIRED BY ALL APPLICABLE CODES. 4. PROVE 1" UNDERCUT. 5. CARMEL SAGAWOOD FINISH. 6. PRIME AND PAINT FRAME , TYP. COORDINATE COLORS WITH TFM PM. 7. DOOR, HARDWARE AND FRAME BY TRAFFIC DOOR MANUFACTURER, SEE SPECS. 8. AUTOMATIC DOOR TO MATCH EXISITNG AUTOMATIC DOORS. 9. SWING GATE DOOR TO BE FURNISHED AND INSTALLED BY TFM MILLWORK VENDOR. 10. EXIT DEVICE AS SPECIFIED. 11. SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXT TO READ "IN EMERGENCY PUSH TO OPEN". 12. PROVIDE TACTILE "EXIT" SIGN. 13. NOT USED. 14. NOT USED. 15. NOT USED. 16. GC TO COORDINATE WITH LANDLORD/OWNER/TENANT FOR SECURITY EQUIPMENT AT DOOR. 17. GC TO VERIFY EXISTING HARDWARE IS CODE COMPLIANT. GC TO CONTACT ARCHITECT IMMEDIATELY WITH DISCREPANCIES. 18. DOOR TO BE FACTORY FINISH. DO NOT PAINT. 19. AUTOMATIC OPENING DOOR. SCHEDULED DOOR SIZES ARE OUTSIDE FRAME DIMENSIONS. HARDWARE NOTES: 1. ALL DOOR HARDWARE SHALL COMPLY WITH H.C. ACCESSIBILITY CHAPTER 553, PAR V, FLORIDA STATUES. DOORS TO HAVE OPENING FORCE 5.9LBS. 2. ALL LEVERS TO COMPLY W/ A.D.A. ACCESSIBILITY. 3. ALL EGRESS DOORS SHALL HAVE LEVER HANDLES. 4. PROVIDE FLOOR/WALL STOPS AS REQUIRED. GLAZING SCHEDULE TYPE DESCRIPTION A 6 MM SMOKE TINTED CLEAR FLOAT- GLASS FULLY TEMPERED B C CLEAR ACRYLIC 6 MM CLEAR FLOAT-GLASS FULLY TEMPERED 111 408 407 406 202 400 401402 100D 100C 100B 315 C22 C21 C20 C19 C17 C16 C15C14 C13 112 503 502B C11C10 C8 C9 C7 C6 C4C3C2 C5 500 502A 502C413 C1 100A 403 C12 501 COOLER/FREEZER DOOR SCHEDULE NOTES: 1. FIELD VERIFY ALL ROUGH OPENINGS PRIOR TO INSTALLATION. 2. DOOR, HARDWARE AND FRAME BY COOLER MANUFACTURER. 3. DOOR SHALL ONE 32" AND THE OTHER LEAF SIZED PER OPENING. 4. DOOR MATERIAL IS RMP. 5. DOOR MATERIAL IS ALUMINUM. 6. REFERENCE A106 FOR THRESHOLD 1" EXTERIOR SEALANT EACH SIDE GROUT FILL HEAD WEATHERSTRIP DOOR AND FRAME REF DOOR SCHEDULE DRIP CAP AT EXTERIOR DOOR ONLY CONT SEALANT MASONRY LINTEL REF STRUC FOR PARTITION TYPE REF PLANS DOORS AT FURRING CONDITION RETURN GYPSUM BOARD TO DOOR JAMB 4"EXTERIOR GYPSUM BOARD AND J MOLD SET IN CONSTRUCTION ADHESIVE DOORS AT FURRING CONDITION RETURN GYPSUM BOARD TO DOOR JAMB CONT SEALANT EACH SIDE DOOR AND FRAME REF DOOR SCHEDULE WEATHERSTRIP REF PLAN FOR PARTITION TYPES GROUT FILL GROUT FILL 1" COUNTER SUNK 1/4"x2" EXPANSION ANCHORS AT 12" OC AT THRESHOLD BEYOND CONTINUOUS SEALANT AT ALL EDGES OF THRESHOLD BEYOND CONTINUOUS SEALANT AT BOTTOM OF DOOR FRAME BEYOND ALUMINUM FRAME BEYOND GLAZING AUTOMATIC SLIDING DOOR JAMB WEATHERSTRIPPING HOLLOW METAL DOOR DOOR BOTTOM WEATHERSTRIPPING THRESHOLD SET IN FULL BED MASTIC FASTENERS TYP CONTINUOUS SEALANT AT ALL EDGES OF THRESHOLD INTERIOREXTERIOR VARIES DOOR NO STOP AT CASED OPENING CONTINUOUS SEALANT EACH SIDE FOR PARTITION TYPE REF PLANS HEADER REFERENCE A5046"VARIES DOOR NO STOP AT CASED OPENING TYPICAL DISTANCE TO WALL AT HINGE SIDE ONLY UNO CONTINUOUS SEALANT EACH SIDE DOUBLE STUDS WALL TYPE REF PARTITION TYPES2" TYPMETAL STUD FRAMED BOX BEAM REFERENCE HEADER SCHEDULE ON A504 SEALANT EACH SIDE P.T. WOOD NAILER TRAFFIC DOOR, REFER TO DOOR SCHEDULE WALL TYPE PER PLAN, SEE SCHEDULED FINISH AND CONSTRUCTION REFERENCE PLANS REINFORCE DOOR FRAME @ PIVOT . STEEL FRAME PER MANUF. WITH WRAP AROUND FRAME SIZE TO MATCH PARTITION SIZE EXTERIORINTERIOR AUTOMATIC SLIDING DOOR REF SCHEDULE 1/4" SHIM WITH SEALANT BOTH SIDESALUMINUM STOREFRONT WITH TRANSOM WALL TYPE PER PLAN, SEE SCHEDULED FINISH AND CONSTRUCTION REFERENCE PLANS DOUBLE METAL STUDS AT JAMB SEALANT EACH SIDE P.T. WOOD NAILER REINFORCE DOOR FRAME @ PIVOT . STEEL FRAME PER MANUF. WITH WRAP AROUND FRAME SIZE TO MATCH PARTITION SIZE TRAFFIC DOOR, REFER TO DOOR SCHEDULE 5/8'' GWB OVER METAL STUDS AT 16'' O.C. BULLNOSE TILE EDGE DOUBLE STUDS AT JAMB ONLY. REF 1 -A503 HEADER SCHEDULE CERAMIC TILE OVER 5/8'' MOLD TOUGH GWB 5/8" HEADER REF A504 ALUMINUM STOREFRONT SYSTEM CONT SEALANT EACH SIDE 1/2" PLYWOOD AT FRAME 1/4" SHIM GLAZING VARIES SALES SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 1 2 3 4 5 ABCDEABCDE12 3 45 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:19:09 PMDOOR SCHEDULE AND DETAILS A700 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 DOOR AND FRAME SCHEDULE MARK ROOM NAME DETAIL REFERENCES ARE TO SHEET AX.X UNO DOOR FRAME FIRE RATING (MINIMUM) HDWR NOTESTYPE MATERIAL QTY NOMINAL SIZE GLASS TYPE MATERIAL DETAIL WIDTH HEIGHT HEAD JAMB THRESHOLD 100A EXIT VESTIBULE - ALUM/GL EXISTING 9' - 10 1/4" 12' - 0" TEMPERED - - - --- - 17, EXISTING TO REMAIN 100B ENTRY/EXIT VESTIBULE - ALUM/GL EXISTING 9' - 10 1/4" 12' - 0" TEMPERED - - - -REF A106 - - 17, EXISTING TO REMAIN 100C ENTRY/EXIT VESTIBULE - ALUM/GL EXISTING 10' - 0" 12' - 0" TEMPERED - - - --- - 17, EXISTING TO REMAIN 100D EXIT VESTIBULE O ALUM/GL 1-PKG 6' - 8" 12' - 0" TEMPERED --- ALUM. 9/A700 - 12/A700 10/A700 11/A700 - BY MANUF. 3, 8, 11, 12, 18, 19 111 DAIRY SALES G S.S. 1 PAIR 6' - 0"8' - 0" ACRYLIC -STL 7/A700 8/A700 REF A106 - 8 1, 6, 7, 18 112 BOH CORRIDOOR G S.S 1 PAIR 6' - 0"8' - 0" ACRYLIC - STL 7/A700 8/A700 REF A106 - 8 1, 6, 7, 18 202 DELI PREP B HM 1 3' - 0"7' - 0" - 1 HM-STL 2/A700 3/A700 -- 7 1, 2, 4 315 FLORAL PREP C LAMINATE 1 4' - 0"3' - 0" --- --REF A106 - 8 1, 9, 18 400 OFFICE E WOOD 1 3' - 0"7' - 0" TEMPERED 1 HM-STL 2/A700 3/A700 -- 7 1, 2, 4 401 WOMEN'S R.R.B WOOD 1 3' - 0"7' - 0" -1 HM-STL 2/A700 3/A700 REF A106 - 9 1, 2, 4 402 MEN'S R.R.B WOOD 1 3' - 0"7' - 0" -1 HM-STL 2/A700 3/A700 REF A106 - 9 1, 2, 4 403 CLOSET B HM 1 2' - 6"7' - 0" -1 HM-STL 2/A700 3/A700 -- 7 1, 2, 4 406 WELLNESS ROOM F HM 1 3' - 0"7' - 0" TEMPERED 1 HM-STL 2/A700 3/A700 REF A106 - 7 1, 2, 4 407 RESTROOM B HM 1 3' - 0"7' - 0"- 1 HM-STL 2/A700 3/A700 REF A106 - 9 1,2, 4 408 RESTROOM B HM 1 3' - 0"7' - 0"- 1 HM-STL 2/A700 3/A700 REF A106 - 9 1,2, 4 413 IT B HM 1 3' - 0"7' - 0"- 1 HM-STL 2/A700 3/A700 -- 7 1,2, 4 500 EXIT B HM 1 3' - 0"7' - 0"- 2 HM-STL 4/A700 5/A700 6/A700 - 4 1, 2, 3, 10, 12, 16 501 ELECTRICAL ROOM B HM 1 3' - 6"7' - 0"- 1 HM-STL 2/A700 3/A700 -- 4 1, 2, 4 502A RECEIVING U STEEL EXISTING 6' - 0"8' - 8"- -------- --- EXISTING TO REMAIN 502B RECEIVING B HM EXISTING 3' - 0"7' - 0"- -------- --- 17, EXISTING TO REMAIN 502C U STEEL EXISTING 8' - 0"8' - 8"- -------- --- EXISTING TO REMAIN 503 FIRE RISER B HM EXISTING 3' - 0"7' - 0"--------- --- EXISTING TO REMAIN HARDWARE SET #4 -MOTOR ROOM 3.0 EA HINGES CB191 4-1/2"x4-1/2" NRP US32D ST 1.0 EA EXIT DEVICE FL 2108 x V49080A KNR 630 PR NOTE: KNR KNURLED 1.0 EA RIM CYLINDER 12E-72 PATD 626 BE NOTE: FOR TRIM 1.0 EA DOOR CLOSER CLD-4550 CS SN 689 SD 1.0 EA KICK PLATE KO050 12" x 2"LDW B4E C-SUNK 630 TR 1.0 EA DOOR SEAL 5020 @HEAD AND JAMBS NG 1.0 EA DOOR SWEEP 101 V NG NOTE: FRAMES TO BE REINFORCED FOR CLOSERS HARDWARE SET #7 -FEO, HUDDLE RM, WELLNESS ROOM, ZONE VP OFFICE 3.0 EA HINGES CB199 4-1/2"x4-1/2" US32D ST 1.0 EA LOCKSET 9K3-7AB15D PATD S3 626 BE 1.0 EA DOOR CLOSER CLD-4550 CS SN 689 SD 1.0 EA KICK PLATE KO050 12" x 2"LDW B4E C-SUNK 630 TR 1.0 EA KICK PLATE KO050 12" x 1"LDW B4E C-SUNK 630 TR 1.0 EA FLOOR STOP 1211 626 TR 1.0 EA WALL BUMPER 1270WV 630 TR 3.0 EA DOOR SILENCERS 1229A TR NOTE: COORDINATE WITH SONITROL CONTACT SECURITY SYSTEM HARDWARE SET #8 -TRAFFIC DOORS NOTE: ALL HARDWARE BY DOOR MANUFACTURER HARDWARE SET #9 -RESTROOMS 3.0 EA HINGES CB199 4-1/2"x4-1/2" US32D ST 1.0 EA PRIVACY SET 9K3-0L15D S3 626 BE 1.0 EA DOOR CLOSER CLD-4551 STD W/PA BRKT 689 SD 1.0 EA MOP PLATE KO050 12" x 2"LDW B4E C-SUNK 630 TR 1.0 EA KICK PLATE KO050 12" x 1"LDW B4E C-SUNK 630 TR 1.0 EA WALL BUMPER 1270WV 630 TR 3.0 EA DOOR SILENCERS 1229A TR NOTE: FRAMES TO BE REINFORCED FOR CLOSERS HARDWARE SET #12 1.0 EA CORMAX CORE CM-7/X MATCH BEST KEY SYSTEM 626 BE 3/64" = 1'-0"1 KEY PLAN FREEZER/COOLER DOOR AND FRAME SCHEDULE MARK ROOM NAME DETAIL REFERENCES ARE TO SHEET A700 UNO DOOR NOTESTYPE QTY NOMINAL SIZE GLASSWIDTH HEIGHT C1 BULK COOLER N 1 3' - 0" 7' - 0" - 1,2,6 C2 ICE CREAM FREEZER N 1 3' - 0" 7' - 0" - 1, 2, 6 C3 BAKERY DELI GROCERY FREEZER N 1 5' - 0" 7' - 0" - 1,2,6 C4 MEAT & SEAFOOD FREEZER N 1 3' - 0" 7' - 0" - 1,2,6 C5 DAIRY COOLER N 1 5' - 0" 7' - 0" - 1,2,6 C6 BAKERY COOLER M 1 3' - 0" 7' - 0" - 1,2 C7 BAKERY PREP I 1 3' - 0" 7' - 0" ACRYLIC 1,2,4, 6 C8 MEAT & SEAFOOD PREP M 1 4' - 6" 7' - 0"- 1,2 C9 MEAT & SEAFOOD PREP L 1 PAIR 4' - 6" 7' - 0" ACRYLIC 1,2,3,4, 6 C10 MEAT SERVICE AISLE I 1 3' - 6" 7' - 0" ACRYLIC 1,2,5 C11 MEAT SERVICE AISLE I 1 3' - 0" 7' - 0" ACRYLIC 1,2,5 C12 RECEIVING I 1 3' - 0" 7' - 0" ACRYLIC 1,2,5, 6 C13 COLD COOKED COOLER L 1 PAIR 4' - 0" 7' - 0" ACRYLIC 1,2,3,4 C14 COLD COOKED PREP L 1 PAIR 4' - 0" 7' - 0" ACRYLIC 1,2,3,4, 6 C15 COLD COOKED PREP I 1 3' - 0" 7' - 0" ACRYLIC 1,2,4 C16 KITCHEN L 1 PAIR 4' - 0" 7' - 0" ACRYLIC 1,2,3,4, 6 C17 PRODUCE PREP I 1 3' - 0" 7' - 0" ACRYLIC 1,2,4 C19 PRODUCE PREP I 1 3' - 0" 7' - 0" ACRYLIC 1,2,4, 6 C20 PRODUCE PREP I 1 3' - 0" 7' - 0" ACRYLIC 1,2,4 C21 PRODUCE COOLER L 1 PAIR 4' - 6" 7' - 0" ACRYLIC 1,2,3,4, 6 C22 FLORAL COOLER I 1 3' - 0" 7' - 0" ACRYLIC 1,2,4 1 1/2" = 1'-0" 4 EXTERIOR DOOR HEAD DETAIL 1 1/2" = 1'-0" 5 EXTERIOR DOOR JAMB DETAIL 3" = 1'-0" 11 STOREFRONT THRESHOLD DETAIL 3" = 1'-0"6 EXTERIOR DOOR THRESHOLD 1 1/2" = 1'-0"2 INTERIOR DOOR HEAD DETAIL 1 1/2" = 1'-0"3 INTERIOR DOOR JAMB DETAIL 1 1/2" = 1'-0"7 TRAFFIC DOOR/HEAD DETAIL 1 1/2" = 1'-0" 9 STOREFRONT HEAD DETAIL 1 1/2" = 1'-0"8 TRAFFIC DOOR JAMB DETAIL 3" = 1'-0" 10 STOREFRONT JAMB DETAIL 1 1/2" = 1'-0"12 STOREFRONT TRANSOM HEAD DETAIL NO. DATE DESCRIPTION 02/07/22