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HomeMy WebLinkAboutA1.2 Construction Plan.PDF Project Number: Revisions: Issue Date Drawn By Checked By James Robert Stutzman, AIA, NCARB Architecture /Project Management: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: Project: Developer: By: MATT THE MILLER'S Carmel, Indiana 46032 Carmel City Center -Suite 101 11 W. City Center Drive COPYRIGHT & OWNERSHIP OF DOCUMENTS N DN M MM MM M M M M M M M MM M M M M MM M M MMM M MM TRASH DISP. DA3Mtr Rm 1A-2 (A148) Stair SA4 Elev EA12 Stair SA3 Elev EA6 Stair SA5 Stair SA1 Elev EA9 Elev EA8 Elev EA1 Stair SA2 Stair SA6 Elev EA11 ELEV EA4 ELEV EA5 Elev EA3 Elev EA2 Elev EA7 Elev EA10 KEY PLAN SUITE 101 Friday, March 23, 2012; alldata:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:BLDG A INTERIORS:TENANTS:MATT THE MILLER:Drawings:IBASE.pln PEDCOR DESIGN GROUP, L.L.C. A1.2 Construction Plan 03/26/2012 LES MC STATE RELEASE SET: 03/26/2012 THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, 2009, 2010, 2011,2012 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA N P P.5 Q Q.5 R R.5 28 27.5 27 26.5 26 25 ALL NEW WORKSURFACES TO RECEIVE 3" GROMMETS. NEW GROMMET LOCATIONS TO BE VERIFIED WITH TENANT IN IN FIELD AND WITH RESPECT TO THE ELECTRICAL LAYOUT. GROMMET COLOR TO BE: BLACK. RADIUS ALL OUTSIDE CORNERS OF COUNTER TOPS. SIZE OF RADIUS TO BE VERIFIED WITH DESIGNER. 12. APPLY SEALANT AT ALL PLUMBING FIXTURES, AT JUNCTURE WITH WALL AND AT ALL COUNTERTOPS AND BACKSPLASH JUNCTURES. USE BLACK AT RESTROOM COUNTERS. 13. FLOOR SHALL BE CLEANED, SMOOTH AND LEVEL FOR INSTALLATION OF NEW FLOOR FINISHES AS SCHEDULED. 14. ALL WALLS SCHEDULED TO REMAIN (I.E. CORE WALLS, AND DEMISING WALLS) SHALL BE PATCHED, REPAIRED, AND SANDED SMOOTH IN PREPARATION FOR NEW FINISHES. 15. INSTALL GARBAGE DISPOSAL. PROVIDE POWER SOURCE FOR GARBAGE DISPOSAL. VERIFY ELECTRICAL REQUIREMENTS WITH MANUFACTURER'S MANUAL. PROVIDE STAINED WOOD ENTRY BENCH.SEE SECTION 15/A4.8. PROVIDE 3/4"x4'x4' FIRE RETARDANT PLYWOOD PHONE BOARD. PHONE BOARD TO BE PAINTED WITH FIRE RETARDANT PAINT, COLOR OF PAINT TO MATCH ADJACENT WALL FINISH. PHONE BOARD TO BE INSTALLED 6'-0" TO THE BOTTOM. PROVIDE OUTLETS ALONG BOTTOM. PROVIDE PATIO SERVICE STATION. SEE SHEET A2.4 FOR DETAILS. ALIGN FINISHED FACES. FP7 CONSTRUCTION PLAN NOTES: FP1 FP2 FP3 FP5 FP6 GENERAL CONSTRUCTION NOTES: DIMENSIONS ON FLOOR PLAN ARE FROM FACE OF STUD WALL TO FACE OF STUD WALL UNLESS NOTED OR SHOWN OTHERWISE. DIMENSIONS TO EXTERIOR OR EXISTING WALLS ARE TO THE FINISHED FACE. ANY DIMENSION NOT SHOWN OR DEEMED QUESTIONABLE IS TO BE VERIFIED WITH THE DESIGNER. DO NOT SCALE DRAWINGS. DIMENSIONS ON ENLARGED PLANS, ELEVATIONS AND SECTIONS ARE FROM FINISHED FACE TO FINISHED FACE UNLESS NOTED OTHERWISE. 1. 3. ALL WALLS SHALL BE CHALKED OFF FOR DESIGNER'S REVIEW OF NEW WALL CONSTRUCTION. REUSE DOORS, FRAMES, AND PARTITIONS SYSTEMS AS MUCH AS FEASIBLE. VERIFY WITH ARCHITECT ANY ITEMS WHICH ARE QUESTIONABLE FOR REUSE. 4. PROVIDE CONCEALED FIRE RATED WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. 5. EXISTING DOORS AND DOOR FRAMES TO BE REUSED ARE TO BE CLEANED AND REINSTALLED AT COMPLETION OF CONSTRUCTION. CONTACT DESIGNER TO REVIEW AND APPROVE DOORS THAT ARE QUESTIONABLE FOR REUSE. 6. NEW DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN ADDED (ie. 100A). 7. 8. ALL NEW DOORS SHALL ALLOW 12" CLEAR ON PUSH SIDE AND 18" CLEAR ON PULL SIDE OF DOOR, UNLESS NOTED OTHERWISE, TO MEET CURRENT ADA CODE REGULATIONS. 9. 10. 11. EXISTING PARTITION TO REMAIN NEW WALL PARTITION NEW LOW WALL PARTITION WALL LEGEND: NOTES:SEE WALL LEGEND FOR WALL CONSTRUCTION AND WALL TYPES. ALL WALLS ARE TO BE W1 UNLESS NOTED OTHERWISE. 2. ALL NEW DOORS TO BE INSTALLED WITH HINGE 6" AWAY FROM WALL UNLESS NOTED OTHERWISE. ALL NEW FIRE EXTINGUISHER CABINETS TO BE FINISHED TO MATCH ADJACENT WALL FINISH AND INSTALLED ACCORDING TO CODE. LIFESAFETY CONTRACTOR TO VERIFY PLACEMENT AND COUNT OF FIRE EXTINGUISHERS THROUGHOUT THE SPACE. IF ADDITIONAL FIRE EXTINGUISHER LOCATIONS ARE NEEDED, A PLAN MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW FOR AESTHETIC PURPOSES ONLY. 16. DUROCK IS TO BE USED IN ALL SECTIONS AND PORTIONS OF WALLS WITH TILE AND STONE FINISH. SEE FINISH FINISH PLAN TO COORDINATE FINISH LOCATIONS. 17. 18. SEE A1.2 FOR DOOR SCHEDULE. ALL PENETRATIONS IN RATED WALL PARTITIONS AND FLOOR SYSTEMS SHALL BE FIRE RATED ASSEMBLIES. SUBMIT PRODUCT DATA AND ASSEMBLY DRAWINGS WITH TEST FILE NUMBERS FOR REVIEW. 19. USE MOISTURE-MOLD RESISTANT GYPSUM WALLBOARD MEETING ASTM D3273 ON ALL WALL SURFACES RECEIVING FRP PANELS AND IN RESTROOMS. WALLS THAT ARE TO RECEIVE STAINLESS STEEL AND ALL WALLS IN THE KITCHEN AND FRONT BAR WALL UP TO 1'-0" ARE TO HAVE DUROCK INSTEAD OF GYPSUM WALL BOARD. SEE FINISH PLAN TO COORDINATE FINISH LOCATIONS. INSULATION FOR INTERIOR WALL APPLICATION SHALL BE FORMALDEHYDE-FREE, UNFACED, GLASS-FIBER BLANKET INSULATION IN BATT FORM CONFORMING TO ASTM C 665, TYPE I, WITH THICKNESS TO BE EQUAL OR GREATER THAN THAT STUD THICKNESS OF THE WALL INTO WHICH IS IT INSTALLED. 20. REPAIR AND PATCH ALL FIRE PROOFING ON THE BUILDING SHELL THAT WAS REMOVED DURING CONSTRUCTION. REMOVE FIREPROOFING SPRAY FROM THE DECK AND OTHER ITEMS THAT DO NOT REQUIRE FIRE PROOFING. 21. NEW SEMI RECESSED FIRE EXTINGUISHER CABINET TO BE INSTALLED IN WALL AT THESE LOCATIONS WITH TOP OF CABINET AT 54" AFF. PAINT TO MATCH ADJACENT WALL SURFACE. CONFIRM QUANTITY OF EXTINGUISHERS WITH FIRE DEPARTMENT. IF EXTINGUISHERS NEED TO BE ADDED VERIFY LOCATIONS WITH THE ARCHITECT. CONFIRM LOCATIONS WITH THE TENANT PRIOR TO INSTALLATION. PROVIDE STAINED WOOD TRIM AROUND CABINET AT WAINSCOT LOCATIONS. WOOD BLINDS AT STOREFRONT LOCATIONS TO BE: HUNTER DOUGLAS -2" CHALET WOOD BLINDS -HAVANA. INSTALLER IS TO FIELD MEASURE. BLINDS ARE TO EXTEND TO THE WOOD LEDGE. BLINDS ARE NOT TO BE INSTALLED AT STOREFRONT DOORS. BLINDS ARE TO BE PROVIDED BY THE TENANT. FP8 PROVIDE & INSTALL GAS LINE WITH VALVE TO EQUIPMENT. SEE EQUIPMENT SCHEDULE FOR DETAILS. PROVIDE & INSTALL FLOOR DRAIN WITH STRAINER. COORDINATE WITH MEP CONSULTANTS. SLOPE FLOOR TO DRAIN. PROVIDE & INSTALL COMMERCIAL GAS WATER HEATER. PROVIDE CURBS WITH DRAIN AS REQUIRED. COORDINATE WITH MEP CONSULTANTS. INSTALL WALL HUNG HANDSINK WITH ADA FAUCET. SEE SEE EQUIPMENT PLAN FOR SPECIFICATION. WRAP PIPES UNDER SINK AND PROVIDE WATER SUPPLY, DRAIN AND BLOCKING AS REQUIRED FOR SINK & TENANT PROVIDED ACCESSORIES ABOVE. COORDINATE WITH MEP CONSULTANTS. FP14 FP13 FP9 FP10 FP11 FP12 INSTALL FREE STANDING SINK(S). SEE EQUIPMENT PLAN FOR SPECIFICATION. PROVIDE WATER SUPPLY, DRAIN AND WALL BLOCKING FOR FAUCET AS REQUIRED. COORDINATE WITH MEP CONSULTANTS. INSTALL MOP SINK W/FAUCET. SEE EQUIPMENT PLAN FOR SPECIFICATIONS. PROVIDE WALL BLOCKING FOR FAUCET & MOP HANGER AS REQUIRED. COORDINATE W/MEP CONSULTANTS. PROVIDE & INSTALL RAILING AND GATE. GATES ARE NOT TO LATCH. SEE DETAILS ON A2.1. INSTALL TYPE 1 EXHAUST HOOD. COORDINATE LOCATION W/DUCT LAYOUT AND EXHAUST CHASE. THERE IS TO BE ONE (1) ANSEL CONTROL PANEL FOR BOTH HOODS. PANEL IS TO BE ON SIDE OF HOOD. COORDINATE WITH MEP CONSULTANTS. FP15 FP16 INSTALL DISHWASHER. SEE EQUIPMENT PLAN FOR SPECIFICATION. PROVIDE WATER SUPPLY, DRAIN AND ELECTRICAL SERVICE AS REQUIRED. COORDINATE WITH MEP CONSULTANT. FP17 PROVIDE & INSTALL DISHWASHER HOOD. COORDINATE LOCATION WITH DUCT LAYOUT AND EXHAUST CHASE. COORDINATE WITH MEP CONSULTANTS. FP18 FP19 PROVIDE WALL BLOCKING FOR ALL CASEWORK AND WALL SHELVES. INSTALL ICE MAKER. SEE EQUIPMENT PLAN FOR SPECIFICATION. PROVIDE WATER SUPPLY, DRAIN AND ELECTRICAL SERVICE AS REQUIRED. COORDINATE WITH MEP CONSULTANTS. FP20 PROVIDE WATER SUPPLY AND DRAIN AS NEEDED FOR SODA DISPENSERS AND COFFEE MAKER. COORDINATE WITH EQUIPMENT PROVIDER. FP21 FP22 PROVIDE WAINSCOT AT EXISTING STOREFRONT LOCATIONS. SEE TYP. DETAIL 10/A3.1. PROVIDE PVC PIPE BETWEEN CO2 TANK IN THE SERVICE CORRIDOR & DRINK DISPENSERS. PVC FOR CO2 LINES IS TO BE RUN UNDER THE SLAB TO THE FRONT BAR AND IN THE WALLS AT OTHER LOCATIONS. COORDINATE SIZE & LOCATIONS OF PVC W/PROVIDER & MEP CONSULTANT. FP23 PROVIDE & INSTALL GREASE TRAP SERVICING DISH MACHINE, (3) COMPARTMENT SINK AND PREP SINK. COORDINATE WITH MEP CONSULTANT. FP24 PROVIDE 5/8" PLYWOOD INSTEAD OF DUROCK ON ENTIRE EAST WALL, SOUTH WALL ABOVE THE TABLES AND ABOVE THE ICE MAKER OF THE KITCHEN. FP25 PROVIDE 8'-0" X 4'-2" VIEWING WINDOW TO COOLER. SEE ELEVATION 2/A4.5. WINDOW IS TO BE PROVIDED IN THE COOLER. COORDINATE WITH EQUIPMENT PROVIDER. FP26 LOCATION OF CO2 TANK IN SERVICE CORRIDOR THAT IS CONNECTED TO THE FILL POINT IN THE NORTH COLLONADE NEAR THE SERVICE CORRIDOR DOOR & TO ALL LOCATIONS IN THE RESTAURANT. COORDINATE WITH PROVIDER. VERIFY LOCATION AT THE SITE WITH THE TENANT. ALL PENETRATIONS SHALL BE FIRE RATED ASSEMBLIES. ADDITIONAL TANKS FOR BEER IS TO BE LOCATED ADJACENT TO LARGE TANK. FP27 PROVIDE FLOOR DRAIN WITH FUNNEL FOR COOLER EVAPORATORS. HOLD TIGHT TO WALL. COORDINATE WITH MEP CONSULTANTS. FP28 FP29 COOLER CONDENSERS ARE TO BE LOCATED IN THE SERVICE CORRIDOR (MINIMUM 8'-0" AFF TO THE BOTTOM). PROVIDE ALTHREAD & UNISTRUT TO SUSPEND CONDENSERS FROM THE DECK. ADDITIONAL HVAC COOLING UNITS ARE TO BE PROVIDED IN THE SERVICE CORRIDOR AS NEEDED. COORDINATE WITH MEP CONSULTANTS. FP30 PROVIDE AND INSTALL BLOCKING FOR WALL MOUNTED TELEVISIONS. TELEVISIONS ARE PROVIDED BY THE TENANT. VERIFY MOUNTING HEIGHTS OF TELEVISIONS IN THE FIELD PRIOR TO INSTALLING BLOCKING AND ELECTRICAL. SEE ELEVATIONS FOR LOCATIONS. FP31 PROVIDE PVC PIPES IN THE WALLS AND UNDER THE SLAB FOR SODA & BEER LINES. DO NOT USE SHARP 90 DEGREE ANGLES. ANGLES ARE TO BE A SWEEPING 90 DEGREES OR (2) 45 DEGREES. LINES ARE TO COME OUT OF THE WALL BELOW COUNTERS. COORDINATE SIZE OF PVC WITH PROVIDER. FP32 PROVIDE AND INSTALL WATER SOFTENER. WATER SOFTENER TO SERVICE DISH MACHINE AND ICE MAKER. COORDINATE WITH MEP CONSULTANTS. FP33 PROVIDE DRAIN WITH INVERTED FUNNEL FOR ICE WELL AND SODA GUNS. FP34 STAINLESS STEEL WRAPPED OPENING. OPENING TO BE X'-X" HIGH & XX" TO THE BOTTOM. FP35 6" HIGH METAL FRAME PLATFORM FOR TENANT PROVIDED BOOTHS. SEE DETAIL 1/A4.8. FP38 BLOCKING IS TO BE PROVIDED FOR TENANT SUPPLIED EXTERIOR SIGNS ON THE NORTH AND EAST BUILDING FACADES. SEE SHEET A2.1. EXTERIOR SIGNAGE BLOCKING MOUNTED ON THE PARAPET MAY REQUIRE THE REMOVAL AND REPLACEMENT OF THE EIFS VENEER TO INSTALL NECESSARY BLOCKING AND SUPPORT IF THE EXTERIOR SHEATHING IS NOT SUFFICIENT. THIS EIFS REPLACEMENT SHALL BE INCLUDED IN THE BID. COORDINATE ATTACHMENT REQUIREMENTS WITH THE SIGNAGE CONTRACTOR AND THEIR CERTIFIED ENGINEER. 400 NEW DOOR AND FRAME. REFER TO DOOR SCHEDULE. DENOTES NEW MILLWORK. DENOTES AREA NOT IN CONTRACT. 7-1/4" 4-7/8" 4-1/4" W5 PROVIDE 6" INSULATION INSIDE WALL. FIRE TREATED PLYWOOD INSTEAD OF GYPSUM BOARD IS TO BE USED AT WAINSCOT. WALLS TO EXTEND TO STRUCTURAL DECK ABOVE. WITH 5/8" GYPSUM WALL BOARD EACH SIDE. W10 6" 20 GAUGE METAL STUDS @16"O.C. WALLS TO EXTEND TO STRUCTURAL DECK ABOVE. 5/8" FIRE TREATED PLYWOOD (AT CASEWORK), 5/8" DUROCK (AT BRICK AND TILE). PROVIDE INSULATION AT WALLS THAT BLOCK STOREFRONT WINDOWS. W2 WITH 5/8" GYPSUM WALL BOARD ONE SIDE. W1 3-5/8" 20 GAUGE METAL STUDS @16" O.C. PROVIDE 3-5/8" INSULATION INSIDE WALL. FIRE TREATED PLYWOOD INSTEAD OF GYPSUM BOARD IS TO BE USED AT WAINSCOT. WALLS TO EXTEND TO STRUCTURAL DECK ABOVE. WITH 5/8" GYPSUM WALL BOARD EACH SIDE. W3 3-5/8" 20 GAUGE METAL STUDS @16"O.C. 4-1/4" WALLS TO EXTEND TO 6" ABOVE THE CEILING. FIRE TREATED PLYWOOD INSTEAD OF GYPSUM BOARD AT WAINSCOT AND BRICK LOCATIONS. WITH 5/8" GYPSUM WALL BOARD ONE SIDE. 3-5/8" 20 GAUGE METAL STUDS @16" O.C. NOT USED. ALL FURNITURE AND ACCESSORIES ARE TO BE PROVIDED BY THE TENANT. CONSTRUCTION MANAGER IS TO COORDINATE THE INSTALLATION OF THESE ITEMS WITH THE TENANT. 22. FP36 PROVIDE SHUTTERS AT ALL STOREFRONT LOCATIONS BEING BLOCKED W/INTERIOR WALLS. SEE SHEET A2.3. PROVIDE ALTERNATE COST TO USE BLACKOUT FILM AT THESE LOCATIONS. FP37 SPRINKLER HEADS AND LINES ARE TO BE RAISED AS NEEDED TO MAINTAIN CEILING HEIGHTS. SEE REFLECTED CEILING PLAN ON A1.5. FP4 PROVIDE NEW TYPE K FIRE EXTINGUISHER IN KITCHEN. VERIFY LOCATION WITH TENANT. FP39 PANIC HARDWARE IS TO BE ADDED TO EXISTING DOORS. FP40 TABLES ARE TO BE ATTACHED TO THE WALLS. TABLES & BRACKETS ARE TO BE PROVIDED AND INSTALLED BY THE TENANT. SEE FURNITURE PLAN ON A1.7. FP41 TENANT PROVIDED CHALKBOARDS AND FRAMES ARE TO BE PROVIDED AT THESE LOCATIONS. SEE ELEVATIONS FOR LOCATIONS AND SIZES. PROVIDE BLOCKING AS REQUIRED. COORDINATE ALL CUT OUTS IN CASEWORK FOR EQUIPMENT WITH THE ARCHITECT AND PROVIDER. 23. 4-7/8" PROVIDE 3-5/8" INSULATION INSIDE WALL. WALLS TO EXTEND TO 6" ABOVE THE CEILING. WITH 5/8" GYPSUM WALL BOARD EACH SIDE. W4 3-5/8" 20 GAUGE METAL STUDS @16"O.C. W6 3-5/8" 20 GAUGE METAL STUDS @16"O.C. WALLS TO EXTEND TO 9'-6" AFF. SEE SECTION A4.12. WITH 5/8" GYPSUM BOARD ON ONE SIDE. W7 3-5/8" 20 GAUGE METAL STUDS @16"O.C. WALLS TO EXTEND TO 49.25" AFF @WAINSCOT. PROVIDE PITCON KNEE BRACING @48" OC, UNO. SEE SHEET A0.2. WITH 1/2" PLYWOOD ON EACH SIDE. W8 3-5/8" 20 GAUGE METAL STUDS @16"O.C. SEE ELEV. 3/A4.7 FOR WALL HT. @RAMP. PROVIDE PITTCON KNEE BRACING @48" OC, UNO. SEE SHEET A0.2. WITH 1/2" FIRE TREATED PLYWOOD ON EACH SIDE. W9 3-5/8" 20 GAUGE METAL STUDS @16"O.C. WALLS TO EXTEND TO 63.25" AFF @DIVIDER WALLS. PROVIDE PITTCON KNEE BRACING @48" OC, UNO. SEE SHEET A0.2. WITH 1/2" FIRE TREATED PLYWOOD ON EACH SIDE. 7-1/4" WALLS TO EXTEND TO 6" ABOVE ABOVE THE CEILING @THE HOOD. WALL IS TO HAVE 12" VENTILATED OPENING AT THE TOP OF THE WALL. WITH 5/8" DUROCK WALL BOARD EACH SIDE. W11 6" 20 GAUGE METAL STUDS @16"O.C. FP42 PROVIDE A DRYWALL CONTROL JOINT AT THE EXISTING WEST DEMISING WALL AND NEW SOUTH DEMISING WALL. SEE GENERAL ARCHITECTURAL DETAIL 15/A3.1. FP43 PROVIDE DRYWALL OPENING WITH GLASS DIVIDER BETWEEN THE KITCHEN AND DINING 109. SEE ELEVATION 3/A4.6 FOR DETAILS. FP44 UTILITIES TO THE PARTIAL HEIGHT WALLS IN THE KITCHEN ARE TO BE RUN UNDER SLAB. FP45 INSTALL RANGE. SEE EQUIPMENT PLAN FOR SPECIFICATION. PROVIDE GAS SERVICE AS REQUIRED. COORDINATE WITH MEP CONSULTANTS. FP46 INSTALL PIZZA OVEN. SEE EQUIPMENT PLAN FOR SPECIFICATION. PROVIDE GAS SERVICE AS REQUIRED. COORDINATE WITH MEP CONSULTANTS. FP47 PROVIDE WATER SUPPLY, DRAIN AND ELECTRICAL SERVICE AS REQUIRED FOR TENANT PROVIDED BEER TAPS AND GLASS CHILLERS. COORDINATE WITH MEP CONSULTANTS. FP48 CORNER GUARDS ARE TO BE PROVIDED ON ALL OUTSIDE CORNERS IN KITCHEN 104, COOLER 105, DISH AREA 107 AND COOLER 115. CORNER GUARDS ARE TO BE: JOHNSONITE -VBG-40-A BLACK. FP49 PROVIDE EXTERIOR AWNINGS. SEE SHEET A2.1 FOR LOCATIONS AND DETAILS. MORRISON SIGNS OUT OF OHIO IS TO BE GIVEN THE OPPORTUNITY TO BID ON THE AWNINGS. FP50 PROVIDE HAND RAILS AT STAIRS AND RAMP. HANDRAILS ARE TO BE 2" ROUND PAINTED METAL RAILS. WALL MOUNTED UNLESS NOTED OTHERWISE ON ELEVATIONS. FP51 SEE SHEET A3.1 FOR SECTIONS RELATING TO THE CONCRETE STAIRS AND RAMP. FP52 HALL 110, MENS 111, WOMENS 112, BAR DINING 113, BAR 114, & OFFICE 116 ARE TO BE RAISED 14" ABOVE TENANT CONCRETE SLAB (+2'-0"). SEE SHEET A0.3 FOR DETAILS AND SLAB LAYOUT. FP53 INSTALL MENU BOX ON EXTERIOR COLUMN. PROVIDE ELECTRICAL TO COLUMN LOCATION FOR INTERNALLY LIT MENU BOX THAT IS PROVIDED BY THE TENANT. FP54 PROVIDE BAG AND THE BOX AT THIS LOCATION. SEE NOTE (FP21) FOR SODA LOCATIONS. FP55 PROVIDE ACCESS PANEL IN COLUMN WRAP FOR EXISTING CLEAN OUT DRAIN. ACCESS PANEL IS TO BE PAINTED TO MATCH THE WAINSCOT. COORDINATE LOCATION OF THE PANEL IN THE FIELD. FP56 JOG NEW ONE HOUR RATED DEMISING WALL AROUND EXISTING DUCT IN SERVICE CORRIDOR IF NEEDED. COORDINATE WITH MEP CONSULTANT. 4-5/8" 4-5/8" 4-5/8" 4-1/4" W12 1-1/2" 25 GAUGE METAL STUDS @16"O.C. WALLS TO EXTEND TO THE DECK ABOVE. USE FIRE TREATED PLYWOOD INSTEAD OF GYPSUM BOARD AT WAINSCOT. WITH 5/8" GYPSUM BOARD ON ONE SIDE. 2 1/8" 24. ALL WAINSCOT IS TO RETURN TO THE STOREFRONT. 4-1/8" PROVIDE 3 5/8" INSULATION INSIDE WALL. SEE SECTIONS 3&4/A4.8 FOR WALL HEIGHTS. WITH 1/2" FIRE TREATED PLYWOOD ON ONE (1) SIDE. W13 3 5/8" 20 GAUGE METAL STUDS @16"O.C. W14 6" 20 GAUGE METAL STUDS @16"O.C. WALLS TO EXTEND TO 40.5" ABOVE RAISED SLAB @BAR COUNTER. PROVIDE PITCON KNEE BRACING @48" OC, UNO. SEE SHEET A0.2. WITH 1/2" FIRE TREATED PLYWOOD ON EACH SIDE. 7" W15 6" 20 GAUGE METAL STUDS @16"O.C. WALLS TO EXTEND TO 8'-0" AFF. WITH 5/8" GYPSUM BOARD ON EACH SIDE. 7 1/4" W16 4-1/8" WALLS TO EXTEND TO 49.25" ABOVE RAISED SLAB. WITH 1/2" FIRE TREATED PLYWOOD ONE SIDE. 3-5/8" 20 GAUGE METAL STUDS @16" O.C. FP57 PROVIDE THERMAL SEAL AT SLAB TRANSITIONS AT COOLERS. COOLER 115 TO JUST HAVE CONCRETE SLAB FLOORING. COOLER 105 IS TO HAVE QUARRY TILE FLOOR. COOLER WALLS ARE TO BE INSTALLED PRIOR TO QUARRY TILE FLOORING AND BASE. 7-1/4" WALLS TO EXTEND TO 4'-0" AFF @THE EXPO LINE AND 10'-0" AFF @HOODS. PROVIDE PITCON KNEE BRACING @48" OC, UNO. SEE SHEET A0.2. WITH 5/8" DUROCK WALL BOARD EACH SIDE. W17 6" 20 GAUGE METAL STUDS @16"O.C. FP58 PROVIDE 5/8" PLYWOOD INSTEAD OF DUROCK AT BAG-IN-THE-BOX AND ABOVE THE HAND AND MOP SINKS. FP59 PROVIDE 8" x 14" MAXIMUM OCCUPANCY SIGN IN THE WAITING AREA. PROVIDE 6"X8" BRAILLE BLACK RESTROOM SIGNS AT EACH RESTROOM. COORDINATE LOCATIONS WITH THE TENANT. 25. PROVIDE WEATHER STRIPPING AND SEAL AT ALL EXTERIOR DOORS. FP60 PROVIDE STORAGE PLATFORM ABOVE COOLER. SEE SHEET A4.12 FOR DETAILS. SEE M-SERIES, E-SERIES, AND P-SERIES SHEETS FOR MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. 26. SEE K-SERIES SHEETS FOR R SOURCE GLOBAL EQUIPMENT DRAWINGS. THESE DRAWINGS ARE FOR REFERENCE ONLY. 27. 10 A4.11 7'-0" 2" 2" 3'-0"/3'-6" 2" 8'-0" 3 1/4" 2'-4" 2'-4" 2'-4" 3 1/4" 5" 1'-6" 5" 5" 1'-6" 5" 5" 1'-6" 5" 7'-0" 11" 6'-8" 5" 5 1/2"10" 3 1/4"3 1/4" 8'-0" 2 1/4" 2 1/4" 5'-0" 2 1/4" 7'-0" 2" 2" 3'-0" 2" 7'-0" 2" 2" 5" 2'-2" 5" 2" 11" 2'-2" 5" 3'-1" 5" 3'-0" 8'-10" 2" 2" 5" 2'-2"/1-8" 5" 2" 5" 5" 7'-2" 5" 5" 3'-0"/2'-6" 7'-0" 2" 2" 3'-0" 2" 1 1/2" 1 1/2" 7'-6 1/2" 11" 2'-2" 5" 3'-1" 5" HARDWARE L = LOCKSET 8'-0" WAITING 100B 101 103A 3@2'-5" 1 3/4" WOOD WD SIZE VESTIBULE ROOM NAME OPENING NUMBER 100A WIDTH HEIGHT ELEVATION MATERIAL THICK DOOR MATERIAL ELEVATION FRAME REMARKS D O O R S C H E D U L E 8'-0" 1 3/4" WOOD WD SL 5'-0" 8'-0" WD 3'-0" 7'-0" 1 3/4" HM HM L,P,CL,KP,S 3'-0" 7'-0" 1 3/4" HM HM L,CL,KP,S 3'-0" 7'-0" 1 3/4" WD/GL HM PU, KP, CL,S 103B 104A 108 106 110A VESTIBULE PRIVATE DINING PRIVATE DINING KITCHEN HALL MECHANICAL HALL D5 D4 D2 D3 D1 D1 D5 D4 D2 D3 D1 D1 S = STOP PS = PASSAGE SET CL = CLOSER SL 1. DOOR SCHEDULE NOTES: 2. 3. ALL HOLLOW METAL DOORS ARE TO BE PREPPED & PAINTED P5. HOLLOW METAL DOOR FRAMES TO BE PREPPED & PAINTED P5 UNLESS NOTED OTHERWISE. NEW HOLLOW METAL DOORS IN THE SERVICE CORRIDOR ARE TO BE PAINTED TO MATCH THE EXISTING SERVICE CORRIDOR ON THE SERVICE CORRIDOR SIDE ONLY. CONTRACTOR TO FIELD VERIFY OPENING PRIOR TO CONSTRUCTION. GLASS IN INTERIOR DOORS IS TO BE 1/4" TEMPERED, HAMMERED GLASS EXCEPT AT THE DOORS GOING INTO THE PRIVATE DINING AREA (103A AND 103B). PRIVATE DINING DOORS ARE TO HAVE CLEAR GLASS. 14. D1 D3 SL = SLIDING ALL NEW WOOD DOORS TO BE STAINED ST1 UNLESS NOTED OTHERWISE. 6. 4. HARDWARE TO BE SCHLAGE, S SERIES, SS10D-SAT-606 LEVER HARDWARE. 10. CLOSERS TO BE LCN #1460 US4 AND ARE TO HAVE HOLD OPEN OPTION. CLOSERS ARE TO ACT AS THE STOP OF DOORS 100A, 100B, 101, 104, AND 108. 8. PUSH/PULL HARDWARE IS TO BE HAGER #30S 4" X 16" US4 AND HAGER SN 5 1/2" US4. HARDWARE IS TO BE MOUNTED AT 42" AFF TO THE CENTER. P = PANIC HARDWARE 3@2'-5" DOORS ARE TO SLIDE OPPOSITE OF ELEVATION. STAINED WOOD (ST1) CASED OPENING. DOOR IS TO BE 45 MIN. FIRE RATED. DOOR IS TO BE 45 MIN. FIRE RATED. DOOR TO HAVE 24" X 12" FIRE DAMPER ABOVE KICK PLATE. PU = PUSH/PULL KP = KICK PLATE 110B HALL 3'-0" 7'-0" 1 3/4" WD/GL D5 HM D5 PU, KP, CL,S 3'-0" 8'-0" 1 3/4" WOOD HM PS,O,S 3'-0" 8'-0" 1 3/4" WOOD HM 111 112A MENS WOMENS D6 D6 D6 D6 112B WOMENS 2'-6" 8'-0" 1 3/4" WOOD D6 HM D6 O = OCCUPIED PS,O,S PS,O 115 COOLER 3'-0" 7'-0" 1 3/4" HM D3 HM D3 L,P,CL,KP,S DOOR IS TO BE 45 MIN. FIRE RATED. 116 OFFICE 3'-0" 7'-0" 1 3/4" WOOD D7 HM D7 L,CL,KP,S 5. PANIC HARDWARE IS TO MATCH THE BUILDING STANDARD. PANIC HARDWARE AT WOOD DOORS IS TO BE VON DUPRIN -SURFACE MOUNTED VERTICAL ROD DEVICE. 7. SLIDING HARDWARE TO BE HAGER 9875-96-US26D WITH BALDWIN HARDWARE 2704 MONTEREY PULL. 9. KICK PLATE IS TO BE HAGER #190S 8"X34" US4 ON ALL DOORS UNLESS NOTED OTHERWISE. 1/3 HIGH KICK PLATE HAGER #109S 30"X34" ON DOOR 104B. 11. STOPS TO BE HAGER #241F US4. 12. STALL DOOR LOCKS ARE TO BE FALCON D871 INDICATOR TO INDICATE 'OCCUPIED' OR 'UNOCCUPIED'. STALL DOORS ARE TO HAVE COAT HOOKS ON STALL SIDE. HOOKS TO BE: HAGER -937P-US4. 13. HAGER BB1191 BB1191 4.5"X4.5" US4 HINGES AND HAGER 307D SILENCERS ARE TO BE PROVIDED ON ALL WOOD INTERIOR DOORS. COORDINATE KEYING LOCKSETS WITH THE TENANT. DOORS 100A, 104B, 108 AND 115 ARE TO BE KEYED ALIKE. DOOR 106 IS TO BE KEYED ALONE. DOOR 116 IS TO BE KEYED ALONE. FIXED PANEL SLIDING PANEL SLIDING PANEL D2 OPEN D4 D5 D6 OPEN D7 ------SEE SPECIFICATIONS. ------A2.1 ------104B KITCHEN 3'-0" 7'-0" 1 3/4" HM D3 HM D3 L,P,CL,KP,S DOOR IS TO BE 45 MIN. FIRE RATED. ALUM 2@3'-0" 3'-0" ---001 CORRIDOR 3'-6" 7'-0" 1 3/4" HM D3 HM D3 L,P,CL,KP,S 176 CORRIDOR 3'-0" 7'-0" 1 3/4" HM D3 HM D3 L,P,CL,KP,S DOOR IS TO BE 45 MIN. FIRE RATED. OPEN 15. PRIVATE DINING DOORS ARE TO BE WOOD CASED OPENINGS WITH SLIDER DOORS. WIDTH TO BE CUSTOM TO FIT EXISTING TUBES. DOOR & HARDWARE TO MATCH EXISTING 102. 16. SEE 10/A4.11 FOR SECTION OF WOOD CASING AT PRIVATE DINING DOORS. 8'-0" 1 3/4" 9'-6" 2 1/4" 9'-6" 2 1/4" WOOD A2.1 WOOD A2.1 PH = PULL HANDLE 102 DINING 3'-0" 8'-0" 1 3/4" ALUM A2.1 ------EXISTING DOOR TO RECEIVE NEW PANIC. 17. WOOD CASING AT OPENING INTO KITCHEN (104A) IS TO BE PROFILE WM327. 2@3'-0"+/-P/P = PUSH/PULL BAR ---SEE SPECIFICATIONS. SEE SPECIFICATIONS. SEE SPECIFICATIONS. TENANT IS TO PROVIDE GLASS GRAPHIC. TENANT IS TO PROVIDE GLASS GRAPHIC. 18. COAT HOOK IS TO BE ADDED TO INSIDE OF OFFICE. HOOK TO BE: HAGER-937P-US4. 1 A2.2 2 A2.2 6 A2.3 5/7 A3.3 4 A2.1 9 A3.3 9 A3.3 5/7 A3.3 5/7 A3.3 6'-7 1/2" 6/8 A3.3 5 A2.3 3 A2.1 5 A2.3 TO FACE OF SHT'G INSIDE OF CURTAIN WALL INSIDE OF CURTAIN WALL FACE OF STONE BASE 4 A2.2 2 A2.1 1 A2.2 9'-0 1/4" 9'-0" 5 A2.27 A2.3 3 A2.2 1 A4.1 2 A4.2 3 A4.2 4 A4.2 5 A4.2 6 A4.2 7 A4.2 8 A4.2 9 A4.2 10 A4.2 12 A4.2 13 A4.2 11 A4.2 1 A4.2 9 A4.2 9 A4.2 8'-3" 5'-7 5/8" 4'-3 1/8" 2'-9" 15'-11 7/8" 3'-8 1/8" 4'-1 1/8" 9'-1 3/8" 4'-7 3/4" 4'-10 3/4" 3'-2" 3'-0" 6 3/4" 5'-5 3/4" 8'-0" 8'-9 1/2" 8'-7 5/8" 8 3/8" 20'-0" 1'-9 1/4" 5'-0" 3'-7 3/8" 8 1/4" 7'-0" 1'-5 1/8" 1'-5 1/8" 7'-0" 6" 18'-5 3/4" 2'-7" 12'-4" 4'-1 3/8" 16'-7 1/2" 5'-1 1/4" 2'-10 5/8" 3'-0 7/8" 4'-9 1/8" 4'-3 3/4" 6" 3'-6" 6'-11 1/4" 10'-4 5/5/8" 2'-10 1/2" 6'-6 1/8" 1'-11" 5'-0" 18'-5 1/2" 10'-10 1/2" 2'-4 3/4" 3'-0" 1 7/8" 10'-2 3/4" 4'-2 5/8" 3'-0 7/8" 6'-9 3/8" 3'-8 1/8" 4'-1 1/8" 1'-3" 4'-6 1/4" 24'-6" 5'-2 1/8" 18'-8" 3'-11 1/2" 8'-1 3/8" 7'-5 3/4" 4'-10 3/4" 3'-0 3/4" 2'-8" 6'-3 3/4" 12'-8 5/8" 2'-4 1/4" 3'-0" 2'-9" 9 3/4" 4'-2 5/8" 24'-10 3/4" 6'-6 5/8" 3" 3'-0" 3" 1'-0" 7 7/8" 4'-2" 4'-2" 4'-2" 5'-9 1/4" 4'-2 3/4" 3'-7 1/2" 4'-2 3/4" 8'-7 1/2" 14'-9 7/8" 7'-10 7/8" R 3'-8" 1 A4.8 1 A4.8 1 A4.8 8 A3.1 8 A3.1 10 A3.1 2 A4.8 1 A4.8 6 A4.8 1 A4.8 3 A4.8 10 A3.1 4 A4.8 5 A4.8 2 A4.6 1 A4.7 5 A4.5 6 A4.5 5 A4.6 2 A4.7 4 A4.4 1 3 A4.5 A4.5 3 A4.6 2 A4.4 3 A4.4 1 A4.6 4 A4.5 4 A4.6 3 A4.7 5 A4.7 7 A4.7 8 A4.7 6 A4.7 2 A4.5 FP1 FP1 FP1 FP1 FP1 FP1 FP1 FP1 FP1 FP1 FP1 FP5 FP7 FP8 FP8 FP8 FP10 FP11 FP12 FP12 FP12 FP12 FP14 FP20 FP22 FP22 FP24 FP26 FP30 FP30 FP30 FP35 FP35 FP35 FP35 FP35 FP35 FP36 FP36 FP36 FP37 FP35 FP6 FP6 FP3 FP10 FP10 FP14 FP14 FP13 FP13 FP13 FP13 FP13 FP21 FP21 FP27 FP28 FP28 FP29 FP32 FP37 FP37 FP57 FP39 FP40 FP40 FP40 FP40 FP40 FP40 FP27 FP42 FP54 FP1 FP31 FP1 FP1 FP43 FP50 FP51 FP52 FP50 FP51 FP52 FP52 FP23 FP31 FP12 FP38 FP38 FP1 FP42 FP55 FP56 FP27 FP23 FP9 FP15 FP14 FP23 FP13 FP8 FP21 FP53 FP49 FP49 FP49 FP49 FP50 FP41 FP41 FP41 FP1 FP1 FP17 FP14 FP14 FP14 FP45 FP46 FP56 FP16 FP9 FP4 FP57 FP48 FP1 FP51 FP25 FP25 FP58 FP58 FP58 FP58 FP25 FP59 FP59 FP59 FP1 FP15 FP33 FP41 FP18 FP22 FP1 FP3 FP42 FP8 FP30 FP19 FP19 FP2 FP48 FP19 FP49 FP49 FP48 FP41 FP41 FP41 FP30 FP43 FP43 FP48 FP60 FP60 FP9 FP30 FP13 FP14 FP13 FP19 FP45 FP44FP44 FP19 FP41 FP41 FP34 WH VESTIBULE 100 116 106 115 108 101 100B 100A 176 WAITING 101 BAR DINING 113 BAR 114 OFFICE 116 COOLER 115 DINING 109 DINING 102 KITCHEN 104 COOLER 105 MECH. 106 DISH AREA 107 WOMENS 112 MENS 111 HALL 110HALL 108 104A 103A 103B 001 110A 110B W9 W9 W2 W2 W16 W16 W16 W9 W16 W16 W2 W3 W3 W3 W3 W3 W1 W9 W7 W4 W7 W7 W7 W7 W10 W17 W3 W1 W10 W3 W3 W4 W10 W10 W15 G G G 104B 61'-8" FROM FILL POINT TO THE SERVICE CORRIDOR TANK CO2 W10 GGG CO2 W3 W3 W10 W9 CO2 FINISHED FINISHED FINISHED W2 W12 W12 W12 W12 W10 W10 W10 SEE ENLARGED PLAN FOR DETAILS AND NOTES. SEE ENLARGED PLAN. SEE ENLARGED PLAN. FINISHED TYP. TYP. W9 W13 W13 W13 FINISHED GG G TYP. TYP. SIM. TYP. TYP. W2 W17 1-HR 1-HR 1-HR W3 W3 102 W16 SIM. SIM. CONFIRM DIMENSION IN THE FIELD. CONFIRM DIMENSION IN THE FIELD. W4 W4 G FINISHED FINISHED W6 G 2 A4.1 2'-8" 3'-4 1/8" 14'-2 1/2" 4'-2 7/8" 2'-4 3/4" 18'-5 1/8" 2'-8 5/8" 7'-3 7/8" 4'-2" 11'-1 7/8" 1 A4.87 A3.1 10 A3.1 FP22 FP8 FP36 FP36 FP1 FP8 FP8 FP8 FP22 PRIVATE DINING 103 W10 1-HR 1-HR 1-HR W10 1-HR W1 W1 W1 W1 SCALE: 3/16" = 1'-0" 1 Construction Plan A1.2