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HomeMy WebLinkAboutA100 - ARCHITECTURAL FLOOR PLAN.pdfE F 1 2 3 4 5 10 7 A 10 6 A 10 5 A 10 4 A 10 3 A 101A 11 9 A 12 0 A 108A 11 1 A 109A 11 2 A 11 3 A 11 6 A 114A IN S I D E C L E A R 38 ' - 8 " WA I T I N G R O O M 10 1 BU S I N E S S OF F I C E 10 2 AD M I N O F F I C E 10 3 TR E A T M E N T 10 4 TR E A T M E N T 10 5 TR E A T M E N T 10 6 TR E A T M E N T 10 7 ME C H R O O M 10 8 ST A F F L O U N G E 10 9 PR I V A T E S T A F F TO I L E T 11 1 LA B 11 2 PR I V A T E OF F I C E 11 3PR I V A T E TO I L E T 11 4 PA T I E N T RE S T R O O M 11 6 FIN A N C E CO N S U L T A T I O N 11 7 N2 O S T O R . 11 8 CO N E B E A M 11 9 ST O . 12 0 ST E R I L I Z A T I O N 12 1 11 8 A RE C O V E R Y 12 2 13' - 1"10' - 10 1/2"10' - 10 1/2"10' - 10 1/2"10' - 7 1/8"12' - 0 1/4" 12 ' - 4 5 / 8 " 5' - 4 1 / 4 " 8' - 1 1 " 4' - 5 1 / 4 " 4' - 8 5/8"10' - 9 3/8"3' - 7 5/8"6' - 10 1/8"11' - 6 3/8" 5' - 2 5 / 8 " 8' - 5 3/8"7' - 9 1/2"6' - 9 1/2"10' - 5"6' - 5"6' - 4 3/8"14' - 11"6' - 3 5/8" B1 B1 B1 B1 B1 A1 A1 A1 A1 B1 7' - 1 0 3 / 4 " A6 1 0 2D A6 1 0 2E 4E3E A6 1 0 5E 3 A6 1 0 6E A6 1 0 6D 7D A6 1 0 4C 4 2B A6 1 0 Si m 1' - 1 1/4" 7' - 0" 1' - 3 3/4" 8 7 7 7 6 5 A6 1 0 1B 2' - 6 " 6' - 5 3 / 8 " 4' - 8 7 / 8 " 7' - 6 3 / 8 " 6' - 10 1/2"3' - 11 1/2"8' - 3 1/8" 7' - 1 0 3 / 4 " R 3' - 0" 2 2 1 4 B 4" 14 C 11 A1 11 A1 14 11 14 C A1 11 14 A1 14 10 B1 B1 B1 A1 A1 B1 B1 B1 10 1 B B B B 13 15 3' - 3 1/8"2' - 8 3/8"3' - 0"5' - 10 7/8" 16 3' - 3 3/4" VE S T I B U L E 10 0 12 9 17 17 1' - 8 1 / 2 " 17 17 184' - 2" 6' - 6 1 / 4 " EQEQ 19 20 12 1 A 121B 3' - 6 5 / 8 " PL A N V I E W 3/8" ON E L A Y E R O F 5 / 8 " G Y P . BO A R D E A C H S I D E FL O O R S L A B BA S E A S S C H E D U L E D ST E E L S T U D R U N N E R TR A C K . S T U D S AN C H O R E D O N E A . S I D E AT B O T T O M . 3 5 / 8 " M E T A L S T U D S @ 1 6 " O.C . 3" B A T T I N S U L A T I O N A T & CE I L I N G A S S C H E D U L E D TO P T R A C K ST O P G Y P . B O A R D 1 / 2 " F R O M DE C K BO T T O M O F S T R U C T U R A L DE C K DE E P L E G S L I P T R A C K A T D E C K , AL L O W F O R 1 / 2 " D E F L E C T I O N 5/ 8 " 3 5 / 8 " 5/ 8 " 4 7 / 8 " B1 B2 1/2"4" AT O N L Y , S T O P G Y P . BO A R D O N R O O M S I D E 4 " A B O V E CE I L I N G . C O N T I N U E I N S U L A T I O N TO D E C K . B2 B1 B 2 TY P I C A L 3 - 5 / 8 " S T U D W A L L B 3 - 5 / 8 " S T U D W A L L T O D E C K 3- 5 / 8 " S T U D W A L L T O D E C K , I N S U L A T E D 3- 5 / 8 " S T U D W A L L T O D E C K , G Y P . B O A R D T O D E C K ON E S I D E . G Y P . B O A R D S T O P S A B O V E C E I L I N G ON R O O M S I D E . UN L E S S S P E C I F I C A L L Y NO T E D , A L L N O T E S A P P L Y TO A L L W A L L T Y P E S . PL A N V I E W 3/8" ON E L A Y E R O F 5 / 8 " G Y P . BO A R D E A C H S I D E FL O O R S L A B BA S E A S S C H E D U L E D E A C H SID E AC O U S T I C S E A L A N T A T BA S E O N L Y . 3 5 / 8 " X 1 0 ' - 0 " M E T A L S T U D S @ 1 6 " O . C . 3" B A T T I N S U L A T I O N F L O O R T O T O P OF S T U D A T O N L Y . CE I L I N G A S S C H E D U L E D 3" S O U N D B A T T O V E R T O P O F WA L L , 2 ' M I N I M U M E A C H DI R E C T I O N A T O N L Y . 5/ 8 " 3 5 / 8 " 5/ 8 " 4 7 / 8 " A1WA L L T H R O U G H C E I L IN G G R I D ( T Y P . ) A 3 - 5 / 8 " S T U D W A L L 3- 5 / 8 " S T U D W A L L I N S U L A T E D F O R S O U N D UN L E S S S P E C I F I C A L L Y NO T E D , A L L N O T E S A P P L Y TO A L L W A L L T Y P E S . A1 +1 0 ' - 0 " . . 2'- 0 " 2 ' - 0 " A1 A1 VA R I E S 4 7 / 8 " PL A M C O U N T E R T O P WO O D B L O C K I N G (1 ) L A Y E R O F 5 / 8 " G Y P . BO A R D E A . S I D E 2 1 / 2 " S Q . S T E E L T U B E O N 4 " SQ . P L A T E @ A L L C O R N E R S & E N D S O F W I N G W A L L S . 3 5 / 8 " M T L . S T U D S @ 1 6 " O . C . (T Y P ) ST E E L S T U D R U N N E R TR A C K . S T U D S AN C H O R E D O N E A . S I D E AT B O T T O M . BA S E A S S C H E D U L E D FL O O R S L A B LO W W A L L D 3/4" PL A N V I E W ON E L A Y E R O F 5 / 8 " G Y P . BO A R D E A C H S I D E BO T T O M T R A C K BA S E A S S C H E D U L E D AC O U S T I C S E A L A N T A T BA S E O N L Y . 3 5 / 8 " M E T A L S T U D S @ 1 6 " O . C . A T ON L Y C H A N G E T O 2 - 1 / 2 " M E T A L S T U D S 3" S O U N D B A T T I N S U L A T I O N A T O N L Y . CE I L I N G A S S C H E D U L E D TO P T R A C K 3 5 / 8 " 5/ 8 " C1FU R R E D O U T W A L L C3-5 / 8 " S T U D 3- 5 / 8 " S T U D W A L L I N S U L A T E D . +1 0 ' - 0 " C1 C2 2- 1 / 2 " S T U D 5/8 " G Y P S U M B O A R D , O N E - SID E O N L Y . C1 C1 4 1 / 4 " A B C D E 1 2 3 4 5 678 1 2 3 4 5 67 A B C D EPROJECT NO.DATE SHEET NUMBERSHEET DESCRIPTION THIS DRAWINGS IS THE PROPERTYOF STUDIO 3 DESIGN, INC.ALL RIGHTS RESERVEDREVISIONS8604 Allisonville Road, Suite 330Indianapolis, IN 46250317 595.1000main317 572.1236faxarchitectureinterior designwww.studio3design.netSTUDIOTHREEDESIGN 14555 HAZEL DELL PKWY CARMEL, INDIANA 46033 ALDERMAN ORAL AND MAXILLOFACIAL SURGERY INC.12033.01 07/10/2012 A100ARCHITECTURALFLOOR PLAN 1 / 4 " = 1 ' - 0 " 4E FI R S T F L O O R P L A N ARCHITECTURAL FLOOR PLAN NOTES 1.12" SHELF AT 60" A.F.F., PLAM FINISH, FULL WIDTH OF WALL. PROVIDE BLOCKING.2.PROVIDE SEMI-RECESSED FIRE EXTINGUISHER CABINET WITH CLEAR BUBBLE FRONT. CABINET TO MEET STATE FIRE CODES. SEE DETAIL 6D/A131.3.PROVIDE 12" X 12" LOCKERS, 4 HIGH. (24 LOCKERS TOTAL).4.COAT HOOKS - PROVIDED BY OWNER. GC TO PROVIDE BLOCKING IN WALL.5.WATER HEATER.6.WASHER/DRYER.7.PLASTIC LAMINATE HORIZONTAL SURFACE.8.GRANITE TRANSACTION TOP.9.PROVIDE TWO (2) 6" SQ. MIN. EXHAUST VENTS IN N20 STORAGE ROOM. (72 SQ.IN. MIN) - 1 NEAR FLOOR, 1 NEAR CEILING.10.CUBICLE CURTAIN AND TRACK. PROVIDED BY TENANT, INSTALLED BY G.C.11.DENTAL CHAIR RECEPTACLE RECESSED IN FLOOR. REFER TO ELCTRICAL AND DENTAL SUPPLY DRAWINGS FOR ADDITIONAL INFORMATION.12.EXISTING STOREFRONT DOOR TO BE MADE INACTIVE. REMOVE PUSH/PULL HARDWARE.13.EXPOSURE SWITCH. REFER TO DENTAL SUPPLY DRAWINGS FOR ADDITIONALINFORMATION.14.SINK, FAUCET AND STRAINER PROVIDED WITH CABINETRY SUPPLIED BY DENTAL SUPPLIER. PLUMBER SHALL INSTALL HOT AND COLD WATER LINES,WASTE AND TRAP ROUGH-INS AND PROVIDE FINAL HOOK UP. SEE DENTAL SUPPLY DRAWINGS FOR ADDITIONAL INFORMATION.15.PROVIDE WOOD BACKING IN WALL FOR SUPPORT OF PAN X-RAY. SEE DENTAL SUPPLY DRAWINGS FOR ADDITIONAL INFORMATION.16.WALL BELOW COUNTERTOP, WALL TYPE A1 WITH HEIGHT @ 2'-4 1/2".17.WINDOWS TO RECEIVE ALUMINUM BLINDS. COLOR TO MATCH FRAMES.18.PROVIDE PLAM SILL AT EXISTING WINDOW.19.ALUMINUM STOREFRONT WTIH 3'-0" DOOR.20PROVIDE LEAD LINED GYP. BD. UP TO 7'-0" A.F.F. ON X-RAY SIDE OF WALL. ALL WALL CUT-OUTS, OUTLETS, SEAMS AND PENETRATIONS TO HAVE SHIELDING.CONFIRM REQUIREMENTS WITH DENTAL SUPPLIER.FLOOR PLAN GENERAL NOTES A.CONTRACTOR TO FOLLOW ALL BUILDING/PROJECT STANDARDS. PROVIDE INTERIM LIFE SAFETY MEASURES AND FOLLOW ALL STATE AND LOCAL BUILDING CODES. IF CONTRARY INSTRUCTIONS ARE CONTAINED HEREIN, REQUEST CLARIFICATION FROM OWNER/ARCHITECT.B.CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS, JOB CONDITIONS, ETC.C.SEE FLOOR PLAN FOR ADDITIONAL NOTES.D.ALL DIMENSIONS ARE FROM FACE OF STUD FRAMING TO FACE OF STUD FRAMING UNLESS OTHERWISE NOTED.E.SEE WALL TYPES, DOORS AND HARDWARE SCHEDULES FOR ADDITIONAL INFORMATION.F.WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHOULD DO SO UNDER THE CENTERLINE OF THE DOOR, UNLESS OTHERWISE NOTED.G.HINGE SIDE OF DOOR JAMBS IN METAL STUD WALLS SHALL TYPICALLY BE LOCATED 6" FROM ADJACENT WALLS UNLESS OTHERWISE NOTED. SEE TYPICAL DETAILS ON DOOR SCHEDULE FOR ADDITIONAL INFORMATION.H.PROVIDE BLOCKING IN NEW AND EXISTING WALLS FOR ALL WALL SUPPORTED ITEMS. SEE PLANS FOR CASEWORK LOCATIONS.I.ALL MATERIALS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND STANDARD SPECIFICATIONS.J.REFER TO ROOM FINISH SCHEDULE FOR ALL REQUIRED FINISH INFORMATION.K.WHERE NEW WALL CONSTRUCTION IS REQUIRED ADJACENT TO OR ABUTTING EXISTING CONSTRUCTION, ALIGN FACE OF NEW CONSTRUCTION WITH FACE OF EXISTING CONSTRUCTION. SKIM ENTIRE WALL SURFACE AS REQUIRED TO PROVIDE SMOOTH, FLUSH TRANSITIONS.L.PROVIDE CONTROL JOINTS IN ALL RUNS OF GYPSUM BOARD. WALLS OVER 30 FEET IN LENGTH. COORDINATE WITH ARCHITECT PRIOR TO INSTALLATION FOR COMPLIANCE WITH DESIGN INTENT.M.PREP ALL WALL SURFACES TO RECEIVE NEW PAINT OR WALL COVERING FINISH.PATCH ALL EXISTING HOLES IN AREAS TO RECEIVE NEW FINISHES. SAND WALLS SMOOTH PRIOR TO PAINTING. PROVIDE BLANK COVER PLATES WHERE NEEDED.REMOVE EMERGENCY LIGHTS, SIGNAGE, THERMOSTATS, FIRE STROBES, ETC.PRIOR TO PAINTING AND REINSTALL WHEN COMPLETE.N.ALL PENETRATIONS IN AND THROUGH FIRE AND SMOKE RATED WALLS SHALL BE SLEEVED AND FIRE STOPPED AS NECESSARY TO MAINTAIN RATINGS.O.ALL WALLS SHALL BE WALL TYPE 'A', UNLESS NOTED OTHERWISE.MEP DESIGN BUILD NOTES A.GENERAL CONTRACTOR SHALL COORDINATE ALL TRADES, INCLUDING DESIGN BUILD CONTRACTORS, AND ENSURE MEP SUBCONTRACTORS MEET WITH OWNER, DESIGNER, AND OTHERS TO ENGINEER SYSTEMS TO MEET OWNER'S NEEDS.B.GENERAL CONTRACTOR SHALL PROVIDE MEP DESIGN DOCUMENTS AND DRAWINGS TO OWNER AND DESIGNER FOR REVIEW, COMMENT AND APPROVAL.C.GENERAL CONTRACTOR SHALL ENSURE MEP DESIGN BUILD DOCUMENTS ARE SUBMITTED TO THE STATE AND LOCAL CODE OFFICIAL AS REQUIRED BY STATE STATUE/LAW.D.HVAC SYSTEMS TO BE VENDOR ENGINEERED UNDER SEPERATE CONTRACT.E.ELECTRICAL POWER & DATA SYSTEMS ARE TO BE VENDOR ENGINEERED UNDER SEPERATE CONTRACT.F.LIGHTING SYSTEMS ARE TO BE VENDOR ENGINEERED UNDER SEPERATE CONTRACT.G.PLUMBING SYSTEMS ARE TO BE VENDOR ENGINEERED UNDER SEPERATE CONTRACT.H.G.C. IS RESPONSIBLE TO PROVIDE ALL COORDINATION OF DESIGN AND CONSTRUCTION DISCIPLINES.I.G.C. IS RESPONSIBLE TO PROVIDE ALL DESIGN, MATERIAL AND LABOR UNDER SEPERATE VENDOR CONTRACT AS REQUIRED FOR A COMPLETE INSTALLATION IN COMPLIANCE WITH ALL STATE, LOCAL AND HEALTH DEPARTMENT BUILDING CODES.J.ARCHITECTURAL DOCUMENTS PROVIDE SUGGESTED LIGHTING LOCATIONS AND FIXTURE TYPES. ALL CIRCUITING TO BE VENDOR ENGINEERED BY CONTRACTOR.K.CONTRACTOR SHALL DESIGN AND PROVIDE EMERGENCY LIGHTING AS REQUIRED BY STATE AND LOCAL CODE.L.CONTRACTOR SHALL DESIGN AND INSTALL SALVAGED BUILDING STANDARD FIXTURES AT LOCATIONS INDICATED TO MATCH BUILDING STANDARD FIXTURES AND ONLY PROVIDE NEW FIXTURES WHERE REQUIRED.M.CONTRACTOR SHALL PROVIDE INDEPENDANT SWITCHING FOR EACH AREA AND AT A LOGICAL AREA ENTRY. IN CORRIDORS AND LARGE PUBLIC AREAS,PROVIDE MULTIPLE SWITCH LOCATIONS.N.PROVIDE DIMMABLE SWITCHES AT ALL FIXTURES THAT ARE DIMMABLE.O.CONTRACTOR SHALL DESIGN AND PROVIDE EXIT LIGHTING TO MATCH BUILDING STANDARD AND TO MEET STATE AND LOCAL CODES. WA L L T Y P E D E T A I L S