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HomeMy WebLinkAboutA110a - FLOOR PLAN - PART IUP ES1 1.2 1.6 2 2.4 2.8 3 E F G H _____ A404 1 _____ A405 1 _____ A460 1 _____ A408 1 _____ A408 2 A240 1 2 3 4 A240 5 6 7 A2408 100 HOST ENTRY 101 CIRCULATION 102 WINE ROOM 103 WINE ROOM 104 CIRCULATION 105 RESTROOM 106 ADA RESTROOM 107 RESTROOM 108 ADA RESTROOM 109 LOUNGE DINING 118 EXPO 119 KITCHEN 120 WELLNESS ROOM 126 PATIO DINING 126A 105 106 108 107 120118A118B2 A320 _____ 100 _____ A541 1 1 1 1 1 1 2 2 _____ A111 1 3 F3 4 4 4 5 5 6 A6 A. F6 A. A6 A. A6 A. A6 156" A6 108" A6 108" A3 F6 A3 A3 A6 108" A6 F6 A3 A. A6 156" A3 48" A3 A. A6 F3F3F6F6 F6 F3 _____ A409 1 7 2'-9 3/4" 8 2'-0"15'-4"18'-0"18'-0"15'-4"2'-0"7'-7 1/4"8'-3 1/2"3'-6"5'-9 1/4"4'-10"13'-9"4'-3"1'-7"5'-6"4'-1 3/4" 8 3/4"6'-0"4'-8 1/2"4'-6"2'-7"9'-9"6"9"12'-8 1/2"10'-0"3'-0"2'-4"29'-11" 5'-10 3/4"4'-10 1/4"7'-0 1/4"8'-1"3 3/4"4'-9 1/2" 5'-7"13'-9 3/4"10'-7 1/4"6'-0 1/2"1'-4"9 5'-8"2'-8"14'-10 1/4"A6 29'-10 3/4" 1'-6 3/4"3'-4"1'-2"15'-0"1'-2"3'-11"1'-6"24'-6"2'-8 3/4" 54'-10 1/2"3"10 10 10 _____ A551 1 3'-1 1/4"10 1/4"9'-7"5'-9 3/4"2'-8 1/2"5'-4 1/4"11 _____1 A211 6 A408 _____ 2 A321 _____ 4 A321 _____ 14151615102C102D FP-2 W10 W5W1b W3 W4 W1a W1a PART I PART II 7 A210 _____ W2 W2 MIN 1'-0" F6 9"1'-8"103102102P 102B ?102OST2-1102E 102F 2'-8 1/2"2'-8 1/2"28'-5 1/4" _____ A110a 2 8 3/4" 10'-1 1/2"4'-8 3/4"5'-6 1/2" F3 F3 F3 F3 9 10 A4095 6 ABOVE ABOVE 4 A240 9 SIM _____3 A210 _____2 A210 _____1 A210 _____3 A211 _____6 A210 W9a W9cW9b 127 STORAGE 20 20 A6 A. 21 21 1 ADDE NDUM 1 1 A DDE NDUM 12'-5"2 ADDE NDUM 2 4'-7 3/4"5'-6"2 A DDE NDUM 2 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. AT ALL LOCATIONS WHERE NEW ELECTRICAL AND VOICE/DATA OUTLETS OR ANY OTHER TYPE OF DEVICE IS TO BE INSTALLED AT EITHER CORE WALL, COLUMNS AND/OR PERIMETER WALLS, THE CONTRACTOR AND THEIR DRYWALL SUBCONTRACTOR ARE TO INCLUDE FURRING OUT THOSE CORE WALLS AND COLUMNS AS NEEDED USING 2-1/2" METAL STUDS WITH 5/8" GYPSUM BOARD FROM SLAB TO 6" ABOVE FINISHED CEILING IN ORDER TO ACCOMMODATE ANY AND ALL CONDUITS AND BACK BOXES. G.C. TO COORDINATE WITH ALL OTHER TRADES. 7. MOUNTING HEIGHTS: ALL STROBES, PULL BOXES, FIRE EXTINGUISHERS, SIGNAGE, INCLUDING ALL ELEVATOR CALL BUTTONS AND INDICATOR LIGHTS, ETC. TO REMAIN ARE TO BE RAISED OR LOWERED TO SPECIFIED MOUNTING HEIGHTS IN AREAS OF WORK, AS PER CODE. 8. 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. 9. ALIGN NEW PARTITION WITH FACE OF EXISTING PARTITION OR COLUMN, UNLESS NOTED OTHERWISE. 10. CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO SUBMISSION OF BID. 11. THE CONTRACTOR SHALL TAKE OUT ALL NECESSARY PERMITS, INSURANCE, LICENSEES AND CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH. 12. 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. 13. THE CONTRACTOR AT ALL TIMES SHALL KEEP PREMISES FREE FROM WASTE MATERIALS AND RUBBISH CAUSED BY THE WORK. 14. 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. 15. REFER TO ENGINEERING DRAWINGS (OR DESIGN BUILD M.E.P.) FOR MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER LAYOUTS. 16. LOCATE FIRE EXTINGUISHERS THROUGHOUT AS REQUIRED BY CODE. 17. ON COMPLETION OF THE PROJECT, CONTRACTOR SHALL WASH CLEAN ALL SURFACES AND LEAVE THE WORK IN A CLEAN CONDITION. 18. SET FLOOR DRAINS AND FLOOR SINKS WITH TOP OF FINISH TILE/ POURED FLOOR. SEE PLUMBING DRAWINGS. 19. SLOPE CONCRETE FLOOR 1:50 TOWARDS FLOOR DRAINS AND AWAY FROM ALL WALLS. 20. 24"x24" AREA AT FLOOR DRAINS TO SLOPE AT 1/4" PER FOOT. 2.8 F 16'-8 3/4" 1'-0"7'-4"1'-0"5'-8"1'-8 3/4"4'-0"1'-0"1'-8 3/4"1'-3 1/4"1 3 5 .0 0 °135.00°1 3 5 .0 0 °135.00°135.00°2 2 5 .0 0 °3'-0"9 1/2"5 1/2"CONCRETE PLATFORM FOR MEP EQUIPMENT, SEE MEP DRAWINGS FOR MORE INFORMATION. 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 2024-02-02 4/26/2024 5:01:29 PMC:\Revit Projects\A22_8764.00-1933 RESTAURANT - CARMEL, IN_AmeliaK-SHEA.rvt8764.00 AK KL/HS/SO FLOOR PLAN -PART I A110a © 2022 shea, inc. (FOR CONSTRUCTION) ADDENDUM 2 2024-02-26 1ST. ELMO, INC. 101 W. WASHINGTON STREET, SUITE 1250 EAST INDIANAPOLIS, IN 46204 1933 LOUNGE 175 S RANGELINE RD, SUITE 100 CARMEL, INDIANA 46032 (NOT ALL KEYNOTES MAY BE USED ON THIS SHEET) FLOOR KEY NOTES NO.DESCRIPTION REV. 1 MILLWORK BY GC, SEE DETAILS FOR MORE INFORMATION. 2 WINE ROOMS CONTAIN BOTH BUY OUT FIXTURES AND MILLWORK BY GC, SEE DETAILS FOR MORE INFORMATION. 3 PIPE LOCATION, REFER TO MEP DRAWINGS FOR MORE INFORMATION. 4 HOOD LOCATION, SEE KITCHEN EQUIPMENT DRAWINGS FOR MORE INFORMATION. PROVIDE 5/8" CEMENT BOARD AT ALL WALLS ABUTTING HOOD IN LIEU OF GYP BOARD. 5 SEE A150 FOR KEC OVERLAY REFERENCE AND KITCHEN EQUIPMENT DRAWINGS FOR MORE INFORMATION. 6 MOP SINK LOCATION, SEE KITCHEN EQUIPMENT DRAWINGS FOR MORE INFORMATION. 7 ELECTRICAL/POWER PANEL LOCATION 8 WALL MOUNTED METAL ART INSTALLATION, GC TO PROVIDE ADDITIONAL BLOCKING AS REQUIRED. 9 CONCRETE PLATFORM FOR MEP EQUIPMENT, SEE MEP DRAWINGS FOR MORE INFORMATION. 10 GUARDRAIL AT PATIO IS PART OF SHELL BUILDING CONSTRUCTION, SEE SHELL BUILDING DRAWINGS FOR MORE INFORMATION. 11 GAS FIREPLACE LOCATION, SEE SHEET A192 AND MEP DRAWINGS FOR MORE INFORMATION. GC TO COORDINATE W/ BASE BUILDING ON INSTALLED GAS RUN AND VENTING 12 HYDAULIC LIFT ASSIST DAMPER HARDWARE REQUIRED, SEE ENLARGED PLAN FOR MORE INFORMATION 13 CASH SECURITY DEPOSIT SAFE LOCATION, PROVIDE POWER AS REQUIRED 14 POS STATION, RECEIPT PRINTER, & CASH DRAWER. PROVIDE POWER AND DATA AS REQUIRED. 15 IPAD & RECEIPT PRINTER. PROVIDE POWER AND DATA AS REQUIRED. 16 TELPHONE. PROVIDE POWER AND DATA AS REQUIRED. 17 PROVIDE PLYWOOD BLOCKING IN ALL MEZZANINE INTERIOR WALLS UP TO 8'-0" HIGH. 18 PROVIDE STUD WALL FRAMING FOR BOOTH CONSTRUCTION AS REQUIRED. VERIFY WITH BOOTH DESIGN. 19 EXISTING BASE BUILDING BOILER ROOM 20 PROVIDE FRT PLYWOOD SUBSTRATE IN ALL KITCHEN WALLS UP TO 8'-0" HIGH UNLESS OTHERWISE NOTED. 21 6"X6" PIPE CLEAN OUT ACCESS PANEL, PAINT TO MATCH ADJACENT WALL FINISH. SCALE: 1/4" = 1'-0"A110a 1 FLOOR PLAN - LEVEL 1 - PART I PROJECT NORTH SCALE: 1/2" = 1'-0"A110a 2 ENLARGED CONCRETE PAD PLAN 1 A DDE NDUM 1 no. date issued for 1 2024-02-26 ADDENDUM 1 2 2024-04-26 ADDENDUM 2 5/6/2024