Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Floor Plan
_____4 A210 _____1 A210 _____2 A210 ABCDEFGHJKLMNP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2 A320 _____ A240 25 1'-5 3/4"16'-4"6'-10" 3 A310 _____ 3 A310 _____ A2412 A241 10 A240 6 A240 22 A241 1 A241 3 A240 1 24 3 A240 23 A240 9 8 A240 A241 17 18 19 20 A241 8 4 A310 _____4 A310 _____ 1 A320 _____ _____ A411 1 _____ A460 1 1'-6"6'-0"1'-6" EQ 9'-0"EQ 7"9'-3 1/2"1'-2"15'-11 1/2" 7" 5'-5 7/8"2'-9 1/4" 4 1/2"7'-0" CLEAR 1'-2"7'-0" CLEAR 4 1/2"13'-5 1/4"12'-9 1/2"14'-3 1/8"112 FLEX 114 WOMEN'S RESTROOM 115 MEN'S RESTROOM 119 PRIVATE DINING 107 BAR DINING 01 121 PATIO 101 ENTRY VESTIBULE 102 HOST / WAITING 103 COATS 104 A / V 111 DINING 116 EXPO EXTG B.O.H. 108 BACK BAR 106 LIFT 109 BAR DINING 02 12'-2 3/4"15'-11 1/2"5'-0"10 5/8"TYP BOOTH DEPTH5'-5 3/4"7"6'-0 3/4"5'-4 1/2" +/-14'-2 7/8"4'-6 3/8"1'-8"4'-0"2'-10 3/4" 10'-1 1/4"4"1 1/2"4'-5 1/8"10 1/8"3'-4"3"5'-8 1/2"3'-7 7/8"2'-7 1/2"5'-11 1/4" 3'-11 1/2"4'-7 1/4"11'-4 1/8"28'-9 1/8"13'-10 3/8"3'-5 1/4"1"6'-5"8'-2"8'-2 3/8" 5'-0"1'-9 7/8"5'-8"6'-1"3/4"6'-6"5'-0 1/4"10 7/8"4'-5 1/2"2'-10"8'-10 3/4"CLEAR INSIDE 7'-4"7'-1 7/8"5'-8"CLEAR INSIDE22'-5"11'-1 5/8"3 1/8" 6'-9 1/8"7'-9"10'-11 1/2"1'-1 1/4"3'-4 3/4"2'-5 1/2"7"CL 6'-9 1/8" 4'-11 1/2"19'-10 5/8"15'-7 1/4"6'-5 7/8"19'-0"11"6'-0 1/4"7 1/4"5'-0 1/4"VIF10'-4 1/2"7"10'-2"7"6'-11"7"6'-11"7"6'-11"7"9'-2"2"TYP 5'-4"53'-11 3/4"10'-2"3'-0" 1'-2 3/8"12'-8 1/8"117 OFFICE 105 WINE 01 110 WINE 02 7'-0 7/8" VIF 5'-5 1/2" EXTG LIQUOR STORAGE EXTG EMPLOYEE RESTROOM EXTG MECH/ELEC 113 HALL EXTG COOLER EXTG FREEZER EXTG FREEZER 120 BACK BAR 118 ENTRY EXTG DRY STORAGE EXTG COOKLINE EXTG WARE WASHING 1 A310 _____1 A310 _____ 2 A310 _____ 2 A310 _____1'-4"2'-0"1'-0"5'-10"5'-3"9'-0"4'-10"5'-4"13'-11"3'-1"11'-11"11 1/2"5'-2 1/2"1'-4"5'-2"1'-4"9'-0"2 3 _____ A510 2 _____ A540 6 _____ A540 5105 110119A 116 102 104 119 118 115 112 114 111 107 122 121B121A112A A3 _____ A551 1 _____ A410 1 24'-7 3/4"5'-1 1/2" _____ A540 7 5 7 11 A240 1319 A240 10 A240 18 12 A24017 21 16 A240 20 14 A24015 9 24 A241 6 A241 13 14 15 16 11 12 A241 5 A2417 A241 4 A241 21 23 24 A241 26 22 A241 25 A241 28 29 30 27 A240 28 27 29 26 5'-0"86'-6"16'-4"2'-0"13'-7"18'-7 1/2"3'-11 1/2"4'-8"20'-3"14'-5"1'-4"13'-4"5'-2"3'-0"4'-8" 121'-4" 101 _____ A552 1 _____ A552 6 _____ A553 1 _____ A554 1 _____ A554 5 _____ A555 1 _____ A556 1 _____ A557 1 _____ A557 5 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 5 4 6 6 7 7 7 8 8 8 9 9 9 1010 10 11 12 12 13 14 15 15 15 16 17 17 _____ A510 1 18 19 19 20 18 21 22 18 2323 24 25 26 27 28 29 29 30 30 30 31 31 32 33 33 34 A3 A3 A3 A3A3 35 36 37 38 39 39 40 1'-8"3'-0"1'-9" 8 41 42 43 44 44 44 44 44 44 44 44 44 45 41 9 40 8 46 46 47 48 40 8 9 44 44 49 50 51 51 52 52 52 53 53 53 EXTG _____ A554 1 SIM _____ A412 2 _____ A412 1 4'-10"4'-5"3'-10 1/2"2" _____ A510 9 _____ A510 11 A412 3 A412 5 6 4 7 A412 8 _____ A510 13 FLOOR PLAN NOTES 1. THE GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL ALL BLOCKING AND GROUNDS AS REQUIRED FOR THE INSTALLATION OF WINDOW BLINDS, DRAPERIES, CURTAINS, MILLWORK AND ANY HANGING OBJECTS AS REQUIRED. 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF EXISTING FLOORING DOWN TO THE SLAB IN ALL AREAS WHERE NEW PARTITIONS ARE BEING INSTALLED, UNLESS OTHERWISE NOTED. 3. WHERE METAL AND GLASS PARTITION IS SPECIFIED, G.C. SHALL BE RESPONSIBLE TO PROVIDE FOR ANY LEVELING OF FLOOR SLAB AS MAY BE REQUIRED FOR A PLUMB, LEVEL INSTALLATION. 4. ALL EXISTING CONSTRUCTION TO REMAIN SHALL BE PATCHED AND REPAIRED AS REQUIRED AND PREPARED TO RECEIVE NEW FINISHES PER FINISH PLAN. 5. ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING DEMOLITION OR ANY STAGE OF THE WORK, SHALL BE REPAIRED BY THE GENERAL CONTRACTOR AT THEIR OWN EXPENSE TO "LIKE NEW" CONDITION. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANY PREEXISTING DAMAGE AND NOTIFY THE ARCHITECT OF ANY SUCH DAMAGE PRIOR TO PRICING OR BIDDING. 6. MOUNTING HEIGHTS: ALL STROBES, PULL BOXES, FIRE EXTINGUISHERS, SIGNAGE, INCLUDING ALL TO REMAIN ARE TO BE RAISED OR LOWERED TO SPECIFIED MOUNTING HEIGHTS IN AREAS OF WORK, AS PER CODE. 7. DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE. DO NOT SCALE OFF OF PLANS. CONTACT ARCHITECT WITH DIMENSION QUESTIONS. 8. ALIGN NEW PARTITION WITH FACE OF EXISTING PARTITION OR COLUMN, UNLESS NOTED OTHERWISE. 9. CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO SUBMISSION OF BID. 10. THE CONTRACTOR SHALL TAKE OUT ALL NECESSARY PERMITS, INSURANCE, LICENSEES AND CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH. 11. CONTRACTOR TO PROVIDE DUST PROOF, RIGID, BARRIERS, AS APPROPRIATE TO DEFINE VARIOUS SEGMENTS. BARRIERS TO MAINTAIN EXITING, SECURITY, MECHANICAL, FIRE-LIFE SAFETY REQUIREMENTS FOR BUILDING OCCUPANTS. 12. THE CONTRACTOR AT ALL TIMES SHALL KEEP PREMISES FREE FROM WASTE MATERIALS AND RUBBISH CAUSED BY THE WORK. 13. ALL DOORS AND HARDWARE SHALL BE IN COMPLIANCE WITH APPLICABLE ACCESSIBILITY CODES AND ORDINANCES. ALL WORK TO BE DONE IN COMPLIANCE WITH THE LATEST LOCAL AND STATE BUILDING CODES AND ORDINANCES. 14. REFER TO DESIGN BUILD M.E.P. DRAWINGS FOR MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER LAYOUTS. 15. LOCATE FIRE EXTINGUISHERS THROUGHOUT AS REQUIRED BY CODE. 16. ON COMPLETION OF THE PROJECT, CONTRACTOR SHALL WASH CLEAN ALL SURFACES AND LEAVE THE WORK IN A CLEAN CONDITION. 17. SET FLOOR DRAINS AND FLOOR SINKS WITH TOP OF FINISH TILE/ POURED FLOOR. SEE PLUMBING DRAWINGS. 18. SLOPE CONCRETE FLOOR 1:50 TOWARDS FLOOR DRAINS AND AWAY FROM ALL WALLS. 19. 24"x24" AREA AT FLOOR DRAINS TO SLOPE AT 1/4" PER FOOT. 20. ALL EXISTING RECEPTACLES TO REMAIN SHALL RECEIVE NEW COVER PLATES, INCLUDING BUT NOT LIMITED TO LIGHT SWITCHES, POWER AND DATA. NEW COVER PLATE COLOR TBD BASED ON ADJACENT FINISH. CONFIRM WITH ARCHITECT. DATE ISSUED REG. NO. THIS DOCUMENT IS CERTIFIED BY consultant project title seal project no. sheet title drawn client issue date checked 10 South Eighth Street Minneapolis, MN 55402 t 612_339-2257 sheadesign.com AR00910059 David A. Shea, Architect 2023-05-12 5/16/2023 4:29:32 PMC:\Revit Projects\A22_8778.00-ROOTSTOCK HOSPITALITY_briana-SHEA.rvt8778.00 NC BA FLOOR PLAN A110 © 2023 shea, inc. PERMIT 2023-05-12 8ROOTSTOCK HOSPITALITY ABERDEEN 150 W. 96TH STREET INDIANAPOLIS, IN 46260 (NOT ALL KEYNOTES MAY BE USED ON THIS SHEET) FLOOR KEY NOTES NO. DESCRIPTION REV. 1 EXISTING ELECTRICAL PANEL TO REMAIN. 2 EXISTING WATER HEATER TO REMAIN. 3 EXISTING MOP SINK TO REMAIN. 4 EXISTING FLOOR SINK TO REMAIN, SHOWN FOR REFERENCE. VERIFY LOCATION IN FIELD. RELOCATE PER NEW CONSTRUCTION AS REQUIRED. 5 EXISTING BAG-N-BOX SODA SYSTEM WITH UNDER SLAB CONDUIT STARTING POINT FOR UNDER SLAB LINE TO BAR. 6 EXISTING OUTLET FOR UNDER SLAB SODA LINES. G.C. TO CUT SLAB AND RELOCATE OUTLET PER NEW BAR PLAN. COORDINATE WITH KEC AND BEVERAGE VENDORS. 7 EXISTING COLUMN TO REMAIN. VERIFY LOCATION DURING DEMOLITION. 8 EXISTING CONCRETE SLAB AT ENTRY/ HOST/ BAR/ PRIVATE DINING.. 9 EXISTING CONCRETE SLAB AT DINING/ FLEX/ BOH, +1'-0" ABOVE ENTRY/ HOST/ BAR/ PRIVATE DINING SLAB. 10 EXISTING WALK IN COOLER/ FREEZER TO REMAIN. 11 EXISTING EMPLOYEE RESTROOM NOT IN SCOPE OF WORK. 12 EXISTING EXHAUST HOOD ABOVE TO REMAIN, SHOWN FOR REFERENCE. 13 EXISTING EXTERIOR TRASH ENCLOSURE TO REMAIN. SEE EXTERIOR ELEVATIONS FOR NEW FINISHES. 14 EXISTING EXTERIOR ROOF LADDER TO REMAIN. SEE EXTERIOR ELEVATIONS FOR NEW FINISHES. 15 EXTERIOR AWNING BY SEPARATE VENDOR. 16 EXTERIOR CANOPY AT MAIN ENTRY. SEE ARCHITECTURAL AND STRUCTURAL DETAILS. 17 EXTERIOR PLAQUE TO COVER EXISTING PRECAST CONCRETE LOGO. SEE ARCHITECTURAL DETAILS. 18 EXISTING WEATHER PROTECTED DUPLEX OUTLET, REPLACE COVER AS REQUIRED. 19 EXISTING WALL MOUNTED VENTING AT FORMER TANK ROOM. 20 EXISTING BOH REAR DOOR BUZZER TO REMAIN. 21 EXISTING GAS UTILITY METER/ POC TO REMAIN. VERIFY CAPACITY FOR ALL UTILITIES PROVIDED. 22 EXISTING ELECTRICAL UTILITY METER/ POC TO REMAIN. VERIFY CAPACITY FOR ALL UTILITIES PROVIDED. 23 EXISTING KEYPAD. VERIFY REUSE WITH OWNER/ SUBCONTRACTOR/ VENDOR. SCALE: 1/4" = 1'-0"A110 1 FLOOR PLAN PROJECT NORTH TRUE NORTH (NOT ALL KEYNOTES MAY BE USED ON THIS SHEET) FLOOR KEY NOTES NO. DESCRIPTION REV. 24 EXISTING THERMOSTAT TO REMAIN. 25 EXISTING UNDER SLAB CONDUIT START/ TERMINATION TO REMAIN. 26 EXISTING PANELS IN AV ROOM TO BE RELOCATED AS REQUIRED FOR NEW CONSTRUCTION. 27 EXISTING POWER RECEPTACLES IN AV ROOM TO BE RELOCATED AS REQUIRED FOR NEW CONSTRUCTION. 28 EXISTING UTILITIES ABOVE DOOR TO BE REMOVED IN AV ROOM TO BE VERIFIED FOR USE. REMOVE ALL PANELS, LINES, AND THE LIKE WHERE NO LONGER IN USE. 29 EXISTING RAISED PLATFORM TO REMAIN. PREPARE ALL SURFACES TO RECEIVE NEW FINISHES. 30 MILLWORK SERVICE STATION. SEE DETAILS AS NOTED IN PLAN. CONFIRM POWER AND DATA REQUIREMENTS WITH OWNER. 31 EXISTING CONVENIENCE OUTLET AT COMMON WALL WITH KITCHEN TO BE RELOCATED INTO CORNER AS INDICATED. PROVIDE NEW COVER PLATE, CONFIRM COLOR WITH ARCHITECT. 32 EXISTING CONVENIENCE OUTLET AT BOOTH LOW WALL TO BE RELOCATED AS INDICATED. PROVIDE NEW COVER PLATE, CONFIRM COLOR WITH ARCHITECT. 33 EXISTING FLOOR MOUNTED CONVENIENCE OUTLET TO REMAIN. 34 EXISTING ELECTRICAL SWITCH GEAR TO REMAIN. 35 PLATFORM LIFT WITH GATES, MECHANISM 3" PIT. SEE DETAILS AS NOTED IN PLAN. 36 WALL MOUNTED SHELF AND ROD AT COAT ROOM. SEE DETAIL AS NOTED IN PLAN. 37 MILLWORK HOST STAND. SEE DETAILS AS NOTED IN PLAN. VERIFY POWER AND DATA REQUIREMENTS WITH OWNER. 38 MILLWORK WINE LOCKERS. SEE DETAILS AS NOTED IN PLAN. 39 MILLWORK WINE CELLAR WITH LIBRARY LADDER. SPACE TO CONDITIONED WITH A REMOTE CONDENSER. VERIFY LOCATION OF CONDENSER, LINE SET ROUTE, AND FLOOR DRAIN WITH ARCHITECT. 40 POURED CONCRETE STAIRS WITH HANDRAILS AT EACH SIDE. SEE ARCHITECTURAL AND STRUCTURAL DETAILS. 41 GUARDRAIL SYSTEM AT PERIMETER OF HIGH SLAB. SEE DETAILS AS NOTED. 42 GUARDRAIL SYSTEM AT ENTRY TO BAR. SEE DETAILS AS NOTED. 43 MILLWORK DRINK LEDGE. SEE DETAILS AS NOTED IN PLAN. (NOT ALL KEYNOTES MAY BE USED ON THIS SHEET) FLOOR KEY NOTES NO. DESCRIPTION REV. 44 MILLWORK BOOTH IN-FILL PANEL. COORDINATE WITH BOOTH VENDOR. 45 BAR DIE WALL, BAR TOP AND OVERHEAD STORAGE. SEE BAR PLAN AND DETAILS SHEET AS NOTED. 46 MILLWORK DISPLAY SHELVING UNIT, SEE DETAILS AS NOTED IN PLAN. 47 MILLWORK DOOR AT SHELVING UNIT. SEE DETAILS AS NOTED IN PLAN AND IN DOOR/ HARDWARE SCHEDULE. 48 IN-FILL CONCRETE SLAB. SEE FLOOR SLAB PLAN AND DETAILS AS NOTED AND STRUCTURAL ENGINEERING. 49 MILLWORK DISPLAY SHELVING. SEE DETAILS AS INDICATED IN PLAN. 50 PRIVATE DINING BAR DIE WALL, BAR TOP, BACK BAR AND STORAGE. SEE DETAILS AS INDICATED IN PLAN. 51 MILLWORK WALL MOUNTED DISPLAY SHELVING. SEE DETAILS AS INDICATED IN PLAN. 52 MILLWORK WINE DISPLAY AT BOOTH WALL AT KITCHEN COMMON WALL. SEE DETAILS AS INDICATED IN PLAN. 53 EXISTING HAND SINK TO REMAIN. no. date issued for