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Home My WebLink AboutCSC_Construction_Set_Final_UPDATED.pdfSET NUMBER ARCHITECTURE | DESIGN | SUSTAINABILITY 2/24/2015 9:01:26 AM C:\Users\martin.sams\Documents\2014-033-ARCH-MAIN-01-CENTRAL_martin.sams.rvt THE SURGERY CENTER OF CARMEL - RENOVATION 12188A N MERIDIAN ST. CARMEL, IN 46032 11.FEB.2015 CONSTRUCTION SET ABBREVIATIONS -welded wire fabricWWF -NO numberfixture-FIX -WPT working pointnoise reduction FL floor- NRC NOM NTS nominal coefficient not to scale - - -yard, yard drainYD- glass fiber reinforced glazed ceramic tile gypsum wallboard hollow core metal hollow core wood hollow core door glass fiber reinforced heating/ventilation/ high pressure laminate left hand reverse masonry opening head-HD -LHRDN-down LH -left hand drawing downspout expansion joint electric(al) diene monomer ethylene propylene elevation, elevator each face existing exposed exhaust each way electric water cooler extruded vinyl exterior floor drain fire extinguisher foundation expansion equipment fire extinguisher cabinet finish(ed) -EV -EXT FD FEC FE FDW FIN - - - - - EW EX EXH EWC EXIST EXP - - - - - - -EJ EQ ELEV ELEC EPDM EQUIP equal - - - - - E DS EA DWG EF east each - - - - - -MEZZ mezzanine MTD MTL MUL N NIC MIN MO MM MISC MFR -mounted metal north mullion not in contract - - - - millimeter miscellaneous minimum manufacturer - - - - - MAINT MACH MECH MAS MAX MATL MAR LVR LTG LL M -machine marble material maintenance maximum masonry mechanical - - - - - - louver meter lighting live load- - - - cast iron ceramic cast in place control joint chilled water concrete column clean out concrete masonry unit construction centerline ceiling countersink ceramic tile curtain wall corrugated diameter division diagonal dimension double continuous dead load -CORR detail-DET -DBL DIA DIV DIM DIAG DL - - - - - CW CT CPT CTSK carpet - - - - CLG - CO COL CONC CONST CMU CONT - - - - - - CIP CI CJ CHW CER CL - - - - - - -INV invert KIT LAM LAB LF LAV JT JST JAN -kitchen lavatory lineal foot laminate laboratory - - - - joist joint janitor - - - HORIZ HVAC ID INSUL IN INT HM HGT HPL HDW HR - inch insulation air conditioning inside diameter interior - - - - hour height horizontal hollow metal hardware - - - - - - air conditioning acoustic(al) alternate air handling unit above finished floor area drain aluminum acoustical panel ceiling building assembly bottom of curb bronze bottom bottom of wall beam or benchmark basement block(ing) architect(ural) access panel -ARCH -BM -BLK BOW BTM BRZ BSMT BRK brick - - - - - BD BOC BLDG ASSY board - - - - - APC ALT AHU AFF ALUM AD AP - - - - - - A/C ACOUS - - -GFRG GL BLK GYP GWB HB HCW HCM HCD GRD GL GI - - gypsum hose bibb- - - - ground glass glass block galvanized iron gypsum - - - - FTG GCT GFRC GB GALV GA FLG FT -footing guage grab bar galvanized concrete - - - - - flooring foot, feet - - -quarry tileQT -stainless steelSST west vertical wall to wall water closet wide flange wire glass wood without with vinyl composition tile vinyl wall covering -W/O W/W WGL WC WD WF - - - - - VERT VWC VCT W W/ - - - - - standard steel suspended structural storage tread top of wall top of curb telephone tongue and groove typical T&G TOW TOC TYP T TEL - - - - - - STD STOR SUSP STRUCT STL - - - - - -roomRM schedule south sheet square feet square similar square feet section solid core wood rough opening specification(s) square inch -SF SIM SHT SQ FT SPEC SQ IN SQ - - - - - - SCW SCHED SECT S RO - - - - - roof drain radius return air riser right hand revision resilient required reinforced refer(ence) right hand reversed -REF REV RES RHR REQD REINF RH - - - - - - RAD RD RA R - - - - --paintP -PR PTD PSF PSI PRCST PREFAB - - - - - PLA PLWD PERF PP PL PC - - - - - - pair prefabricated pounds per square inch pounds per square foot painted precast precast concrete power pole plate plywood plaster perforated -OH OPP OPNG ORD OHD - - - - OC OD - - overhead door opposite hand overflow roof drain opening opposite outside diameter on center cabinetCAB- -glazingGLZ -RB rubber base -VB vinyl base PERP -perpendicular MATERIAL DESCRIPTIONS PLAN HATCH PATTERNS STEEL BRICK - CMU CONCRETE SHIM RIGID INSULATION EARTH PLYWOOD - COMPACTED FILL GRANULAR FILL WALL SECTION HATCH PATTERNS STEEL BRICK - CONCRETE BATT INSULATION - GYPSUM WALLBOARD ROUGH LUMBER CMU ONE HOUR WALL TWO HOUR WALL SMOKE COMPARTMENT RATED WALL DESIGNATIONS STEEL - - SHEET NUMBER DR A W N B Y : CH E C K E D B Y : DA T E : A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y DE S I G N E D B Y : PR O J E C T # : S C A L E : A S N O T E D THESE DRAWINGS, SPECIFICATIONS AND ALLCOPIES THEREOF ARE AND SHALL REMAIN THEPROPERTY OF DKGR, LLC. THEY SHALL BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARENOT TO BE USED ON ANY OTHER PROJECT OR WORK WITHOUT PRIOR WRITTEN PERMISSION FROM DKGR, LLC. DISCLAIMER revisions project information CERTIFICATION DKGR, LLC 55 MONUMENT CIRCLE, #816 Indianapolis, In 46204 p − 317.614.0053 f − 317.632.3662 www.dkgrar.com CONTRACTOR SHIEL SEXTON 902 NORTH CAPITOL AVE. Indianapolis, In 46204 p − 317.423.6000 f − 317.423.6300 G0 0 2 IN D E X S H E E T TH E S U R G E R Y C E N T E R O F CA R M E L - R E N O V A T I O N 12 1 8 8 A N M E R I D I A N S T . CA R M E L , I N 4 6 0 3 2 Au t h o r Ch e c k e r 11 . F E B . 2 0 1 5 De s i g n e r 20 1 4 − 0 1 0 Project LocationPROJECT LOCATION: 12188 N. Meridian St. Carmel, IN 46032 SHEET INDEX SHEET # NAME 01 - GENERAL G001 COVER SHEET G002 INDEX SHEET G003 STATE DEPT. OF HEALTH PLAN G004 ACCESSIBILITY SHEET 04.0 - ARCHITECTURAL DEMOLITION AD101 DEMOLITION PLAN 04.1 - ARCHITECTURAL A001 WALL TYPES & FIRE RESISTIVE CONS. A100 OVERALL FLOOR PLAN A-101 SURGERY SUITE FLOOR PLAN A-102 ADMINISTRATION SUITE FLOOR PLAN A-120 REFLECTED CEILING PLAN A-401 ENLARGED FLOOR PLANS & ELEVATIONS A-600 DOOR & FRAME SCHEDULE 07.0 - MECHANICAL DEMOLITION MD101 SURGERY SUITE DEMOLITION FLOOR PLAN MD102 SURGERY SUITE DEMOLITION FLOOR PLAN 07.1 - MECHANICAL M101 SURGERY SUITE FLOOR PLAN M102 SURGERY SUITE FLOOR PLAN M601 MECHANICAL SCHEDULES 08.1 - PLUMBING P-200 UNDERGROUND PLUMBING PLAN P-201 PLUMBING PLAN P-301 MEDICAL GASSES PLAN P-501 SCHEDULE AND ISOMETRIC 9.1 - ELECTRICAL E001 ELEC. SYMBOLS & ABBREVIATIONS E201 SURGERY SUITE LIGHTING PLAN/L E301 SURGERY SUITE POWER PLAN E401 SURGERY SUITE SYSTEMS PLAN E601 ELECTRICAL SCHEDULES # DESCRIPTION DATE REF. REF. S S S S F/S F /S F /S F /S F /S F/SF/S F/S F /S F /S F /S 2 2 2 22 2 2 2 2 2 2 2 2 2 22 2 2 2 22 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111 1 1 1 1 1 S S S S S S S S 1 1 F/S F/S 2 2 ASC MED GAS 1146 SOILED HOLDING 1144ELEC / MECH 1143 DATA 1142 CUST. 1141 STORAGE 1124 STAIR 1 FERTILITY GAS 2173 SOILED HOLDING 1152 VESTIBULE 1153 EXISTING O.R. #4 1163 EXISTING O.R. #3 1162 EXISTING O.R. #2 1161 EXISTING O.R. #1 1160 BULK RECEIVING 1171 STERILE SUPPLY 1170 SUB-STERILE 1168 STERILE 1167 ASSEMBLY 1166 DECONTAM 1165SCOPE PROCESS 1164 PROCEDURE 1159 STERILE CORRIDOR 1169 CUST. 1158 OFFICE 1157 WORK 1155 PATHOLOGY 1156 WAITING 1101 WORK RM. 1105 CONSULT 1107 HOLDING #1 1117 HOLDING #2 1118 HOLDING #3 1119 HOLDING #4 1120 HOLDING #5 1121 HOLDING #6 1122 HOLDING #7 1123 HOLDING #8 1126 HOLDING #9 1127 HOLDING #10 1128 PATIENT TOILET 1139 PATIENT TOILET 1138 CLEAN SUPPLY / MEDS 1136 WHEEL CHAIR 1137 ANESTH. NURSE 1150 STERILE CORRIDOR 1151 ANESTH. STORAGE 1154 STAIR 3 HOLDING #16 1110 HOLDING #15 1109 STOR. 1108 OFFICE 1408 OFFICE 1407OPEN OFFICE 1405 MECHANICAL 1176 RECEPTION 1103 INTERVIEW 1106 CHILDRENS PLAY AREA 1102 CHANGING/HOLDING 13 1115 HOLDING #12 1116 HOLDING #11 1112 MEDICAL RECORDS 1406 STAFF LOUNGE 1147 SOILED WORK 1130 SOILED HOLIDNG 1111 CHANGING/HOLDING 14 1114 STEP DOWN RECOVERY 1125 NURSE 1131 NURSE 1113 CORRIDOR 1410 NEW O.R. #5 1129 CORRIDOR 1145 VEST. 1172 MENS LOCKER ROOM 1148 WOMEN'S LOCKER ROOM 1149 4 4 4 3 5 2 2 1 6 8 9 10 11 13131313 13 SEMI-RESTRICTED CORRIDOR 1154 14141414141414 1414 14 14 14 14 14 14 14 18 1818 18 18 18 19 21 22 22 13 16 16 15 CLR. 20'-9 1/2" C L R . 1 8 '-3 1 /2 " SMOKE COMPARTMENT: A 3,699 SF SMOKE COMPARTMENT: B 11,110 SF 2 EXIT EXIT EXIT EXIT EXIT TENNANT SEPARATION WALL (NEW RATING / EXISTING WALL) #17 #18 #19 17 11 23 21 20 7 7 7 COMMON BUILDING SPACE (OUTSIDE OF PROJECT SCOPE) 2424 25 25 26 TYP. 27 28 28 29 29 PATIENT LOCKERS TENNANT SEPARATION WALL (EXISTING RATING / EXISTING WALL) X-RAY VIEW BOX PACU RECOVERY STATIONS O.R. TYPE # REQUIRED # ROOMS TOTAL REQ. CLASS A CLASS B CLASS C TOTAL 1 / PER ROOM 01 01 2 / PER ROOM 00 00 3 / PER ROOM 05 15 16 PACU RECOVERY STATIONS = 16 STEP-DOWN RECOVERY STATIONS = 03 TOTAL RECOVERY STATIONS = 19 WALL LEGEND 1 HR SMOKE BARRIER 1 HR FIRE BARRIER 1 HR SMOKE & FIRE BARRIER 2 HR FIRE BARRIER SHEET NUMBER DR A W N B Y : CH E C K E D B Y : DA T E : A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y DE S I G N E D B Y : PR O J E C T # : S C A L E : A S N O T E D THESE DRAWINGS, SPECIFICATIONS AND ALLCOPIES THEREOF ARE AND SHALL REMAIN THEPROPERTY OF DKGR, LLC. THEY SHALL BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARENOT TO BE USED ON ANY OTHER PROJECT OR WORK WITHOUT PRIOR WRITTEN PERMISSION FROM DKGR, LLC. DISCLAIMER revisions project information CERTIFICATION DKGR, LLC 55 MONUMENT CIRCLE, #816 Indianapolis, In 46204 p − 317.614.0053 f − 317.632.3662 www.dkgrar.com CONTRACTOR SHIEL SEXTON 902 NORTH CAPITOL AVE. Indianapolis, In 46204 p − 317.423.6000 f − 317.423.6300 G0 0 3 ST A T E D E P T . O F HE A L T H P L A N TH E S U R G E R Y C E N T E R O F CA R M E L - R E N O V A T I O N 12 1 8 8 A N M E R I D I A N S T . CA R M E L , I N 4 6 0 3 2 Au t h o r Ch e c k e r 11 . F E B . 2 0 1 5 De s i g n e r 20 1 4 − 0 1 0 1/8" = 1'-0"G003 ISDH & LIFE SAFETY PLAN1 9.5 - OUTPATIENT SURGICAL FACILITY SPACE KEY (AIA 2001 GUIDELINES) MARK DESCRIPTION 1 9.05.D1 - COVERED ENTRANCE 2 9.05.D2 - LOBBY, WAITING, RECEPTION, PUBLIC TOILET FACILITIES 3 9.05.D3 - INTERVIEW 4 9.05.D4 - OFFICES 5 9.05.D5 - CONSULTATION 6 9.05.D6 - SECURED MEDICAL RECORDS 7 9.05.D7 - PERSONAL EFFECTS: ITEMS STORED IN ADMIN AREA ARE STORED IN LOCKED DRAWERS IN FURNITURE. DOORS TO THESE ROOMS WILL LOCK. 8 9.05.D8 - GENERAL STORAGE 9 9.05.E1 - DECON. / SOILED WORKROOM 10 9.05.E2 - CLEAN ASSEMBLY / WORKROOM 11 9.05.E3 - CLEAN / STERILE SUPPLIES 12 9.05.F1 - EXAM - NOT REQUIRED. PATIENTS ADMITTED AFTER PREVIOUS EXAMINATION. 13 9.05.F2 - AMBULATORY OPERATING ROOMS 14 9.05.F3 - POST-ANESTHESIA RECOVERY 15 9.05.F4 - STEP-DOWN RECOVERY 16 9.05.F5.a - CONTROL STATION 17 9.05.F5.b - DRUG DISTRIBUTION: DOORS TO ROOM ARE LOCKED. NARCOTICS STORED IN DOUBLE LOCKED CABINETS WITHIN LOCKED ROOM. 18 9.05.F5.c - SCRUB FACILITIES 19 9.05.F5.d - SOILED WORKROOM 20 9.05.F5.e - FLUID WASTE DISPOSAL 21 9.05.F5.f - ANESTHESIA STORAGE 22 9.05.F5.g - MED GAS 23 9.05.F5.h - CLEAN SURGICAL EQUIPMENT STORAGE 24 9.05.F5.i - STAFF CLOTHING CHANGE AREA 25 9.05.F5.j - OUTPATIENT SURGERY CHANGE AREAS 26 9.05.F5.k - STRETCHER STORAGE: STRETCHER STORED IN ROOM. ADDITIONAL STRETCHERS STORED OFF SITE. 27 9.05.F5.l - LOUNGE AND TOILET FACILITIES FOR SURGICAL STAFF 28 9.05.F5.M - HOUSEKEEPING 29 9.05.H1.c - TOILET ROOM APPLICABLE CODES & INFORMATION BUILDING SF:88,878 SF TENANT SF:15,406 SF CONSTRUCTION TYPE:II - B; FULLY SPRINKLED OCCUPANCY:B CODES:2014 INDIANA BUILDING CODE (2012 IBC+INDIANA AMENDMENTS) 2014 INDIANA FIRE CODE (2012 IFC+INDIANA AMENDMENTS) 2012 INDIANA PLUMBING CODE 2009 INDIANA ELECTRICAL CODE 2014 INDIANA MECHANICAL CODE HEALTHCARE CODES 2001 AIA GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITAL AND HEALTHCARE FACILITIES NFPA 2000 # DESCRIPTION DATE FIG. 404.2.4.1 MANEUVERING CLEARANCE AT SWINGING DOORS (B) FRONT APPROACH, PUSH SIDE (C) HINGE APPROACH, PULL SIDE (D) HINGE APPROACH, PULL SIDE (E) HINGE APPROACH, PUSH SIDE (G) LATCH APPROACH, PUSH SIDE(F) LATCH APPROACH, PULL SIDE (445)(305)(915)(1065)(610) (1370) (1 0 6 5 ) (1 3 7 0 ) (1 5 2 5 ) (1 5 2 5 ) (1 0 6 5 ) (1 2 2 0 ) (1 2 2 0 ) (610) FIG. 404.2.4.2 MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS (A) FRONT APPROACH (B) POCKET OR HINGE APPROACH (C) STOP OR LATCH APPROACH FIG. 404.2.6 TWO DOORS IN A SERIES (A)(B) (1 2 2 0 ) (1 0 6 5 ) (1 0 6 5 ) (610) (1370)(1220)(1220) (A) CIRCULAR (B) T-SHAPED (A) FORWARD (B) PARALLEL FIG. 304.3 SIZE OF WHEELCHAIR TURNING SPACE FIG. 405.5 POSITION OF CLEAR FLOOR OR GROUND SPACE (1525)(1525) (305)(915)(305) (760)(1220) (9 1 5 ) (1 5 2 5 ) (7 6 0 ) (1 2 2 0 ) (A) FORWARD APPROACH (B) PARALLEL APPROACH FIG. 305.7 MANEUVERING CLEARANCE IN AN ALCOVE (915)(1525) (1 2 2 0 ) (7 6 0 ) (X > 6 1 0 ) (X > 3 8 0 ) (1 4 2 0 ) (405-455) (1525)FIG. 604.5.2 REAR WALL GRAB BAR FOR WATER CLOSET FIG. 604.7 DISPENSER LOCATION (3 8 0 ) (3 8 ) (180-230) (1 2 2 0 ) (3 0 5 ) (610) (915) SIDE (1 4 2 0 ) FIG. 604.8.1.1 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS (B) FLOOR-MOUNTED WATER CLOSET(A) WALL-HUNG WATER CLOSET (1 4 2 0 ) (1525) 24" min. FIG. 604.8.3 TOILET COMPARTMENT DOORS (100) (1 0 6 5 ) FIG. 606.3 HEIGHT OF LAVATORIES AND SINKS (8 6 5 ) FIG. 602.5 DRINKING FOUNTAIN SPOUT LOCATION (A) PARALLEL APPROACH (B) FORWARD APPROACH (380)(125) (90) (2440)(1525)(2440) (6100) (1 5 2 5 ) FIG. 503.3 PASSENGER LOADING ZONE ACCESS AISLE (7 6 0 ) (7 6 0 ) (6 1 0 ) (305) 24 " m i n . (380) 9"(2 3 0 ) (6 1 0 ) (2 3 0 ) (305)(610) FIG. 607.5 back wall seat wall control wall (9 1 5 ) (1220) (9 1 5 ) (915) (7 6 0 ) (1525) (7 6 0 ) (1220) (7 6 0 ) (915) (445) (1 5 0 ) (150) (1 5 0 ) (150) (1 5 0 ) FIG. 608.3.2 GRAB BARS IN ROLL-IN-TYPE SHOWERS (C) GRAB BARS IN ROLL-IN-TYPE SHOWERS (1 2 2 0 ) FIG. 608.5 CONTROLS IN TRANSFER-TYPE control wall control wall (380) (A) (685) (B) back FIG. 608.6 LOCATION OF SHOWER SPRAY UNIT FIG. 609.3 SPACING OF GRAB BARS (38) (3 8 0 ) (380-405) (4 3 0 - 4 8 5 ) (4 3 0 - 4 8 5 ) FIG. 610.3.1 RECTANGULAR SHOWER COMPARTMENT SEAT FIG. 610.3.2 L-SHAPED SHOWER COMPARTMENT SEAT (7 5 ) (380-405) (3 8 ) (560-585) (380-405) (3 5 5 - 3 8 0 ) (64) (3 8 ) FIG. 702.3.3.1 LOCATION OF WALL-MOUNTED APPLIANCES (A) WALL ALARM (B) WALL ALARM WITH SMOKE DETECTOR FLOOR OR GROUND (1 0 0 - 3 0 5 ) (2 0 3 0 - 2 4 4 0 ) FLOOR OR GROUND (2 0 3 0 - 2 4 4 0 ) (C E I L I N G H E I G H T > 9 1 4 0 ) CEILING CEILING FIG. 702.3.3.2 LOCATION OF CEILING-MOUNTED APPLIANCES FIG. 702.3.5.1 APPLIANCE SPACING IN CORRIDORS (1 5 - 3 0 m ) (4570)(4570)(15-30m)(15-30m) FIG. 702.3.6.2 APPLIANCE LOCATION IN SLEEPING ROOMS (A) ONE BED (4880) (B) TWO BEDS FIG. 703.2.4.4 CHARACTER HEIGHT LIBRARY (1 6 - 5 1 ) FIG. 703.2.8 MOUNTING LOCATION AT DOORS (4 5 5 ) (455) (A) PARALLEL APPROACH (B) FORWARD APPROACH FIG. 704.2.1 CLEAR FLOOR OR GROUND SPACE FOR TELEPHONES FIG. 705.3.1.1 TRUNCATED DOME SIZE (60) (A) VERTICAL RISER (B) CURVED NOSING (C) BEVELED NOSING (D) ANGLED RISER RADIUS 1/2" MAX. TYP. 30 max. beveled FIG. 504.5 STAIR NOSINGS FIG. 504.2 TREADS AND RISERS FOR ACCESSIBLE STAIRWAYS (1 0 0 - 1 8 0 ) (A) STAIRS (8 6 5 - 9 6 5 ) (B) RAMPS (8 6 5 - 9 6 5 ) FIG. 505.7 HANDRAIL CROSS SECTION FIG. 505.4 HANDRAIL HEIGHT (38) FIG. 505.5 HANDRAIL CLEARANCE (A) CIRCULAR 4"-6 1/4" PERIMETER (100-160) FIG. 505.10.1 TOP AND BOTTOM HANDRAIL EXTENSIONS AT RAMPS (305) (305) FIG. 505.10.2 TOP HANDRAIL EXTENSIONS AT STAIRS (305)X = TREAD DEPTH FIG. 505.10.2 BOTTOM HANDRAIL EXTENSIONS AT STAIRS FIG. 306.3 KNEE CLEARANCE (205) (280) (6 8 5 ) (2 3 0 ) FIG. 306.2 TOE CLEARANCE (430) (2 3 0 ) FIG. 403.5.1 CLEAR WIDTH AT TURN (1 0 6 5 ) (1 0 6 5 ) (X < 1 2 2 0 ) (610)(610)(1220) (8 1 5 ) (9 1 5 ) (1525)(1525) LANDING AT LEAST AS WIDE AS RAMP RUN LANDING (A) FIG. 405.7 RAMP LANDINGS (1 5 2 5 ) LANDING RAMP RUN RAMP RUN RAMP RUN (B) (815) 90 (A) HINGED DOOR (815) (B) SLIDING DOOR (815) (C) FOLDING DOOR FIG. 404.2.3 CLEAR WIDTH OF DOORWAYS FIG. 307.4 REDUCED VERTICAL CLEARANCE (6 8 5 ) (X < 2 0 3 0 ) FIG. 407.2.2 ELEVATOR CALL BUTTONS FIG. 407.2.3.2.1 HEIGHT OF ELEVATOR VISIBLE SIGNALS (8 9 0 - 1 2 2 0 ) (1 8 3 0 ) FIG. 406.12 ISLANDS (A) CUT THROUGH AT ISLAND (B) CURB RAMP AT ISLAND(1220) (1 2 2 0 ) (305)(305) (A) EXTENDED SURFACE FIG. 405.9 RAMP EDGE PROTECTION (B) CURB OR BARRIER (X < 1 0 0 ) (X < 1 0 0 ) FIG. 406.3 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS 12 11 20 ADJOINING SURFACE MAXIMUM SLOPE CURB RAMP MAXIMUM SLOPE (1 2 2 0 ) (A)(B) (X < 1 2 2 0 ) FIG. 406.4 SIDES OF CURB RAMPS RETURNED CURB (C) PLANTING AREA PLANTING AREA (A) (1 2 20 ) (B) FIG. 406.11 DIGINAL CURB RAMPS (A) FRONT APPROACH, PULL SIDE FIG. 604.2/604.3.1 WATER CLOSET LOCATION/ SIZE CLEARANCE FIG. 604.4/604.5.1 HEIGHT OF WATER CLOSET/ SIDE WALL GRAB BAR FOR WATER CLOSET FIG. 502.2/502.3 VEHICLE PARKING SPACE/ PARKING SPACE ACCESS AISLE (B) NON-CIRCULAR (C) NON-CIRCULAR BUILDING BLOCKS MA X . (6 . 4 ) 2 FIG. 303.2 VERTICAL CHANGES IN LEVEL FIG. 303.3 BEVELED CHANGES IN LEVEL 1 FIG. 302.3 OPENINGS IN FLOOR OR GROUND SURFACES PROTRUDING OBJECTS FIG. 307.3 POST-MOUNTED PROTRUDING OBJECTS (100) MAX. (305) MAX. (305) (X > 305) (X > 305) FIG. 307.2 LIMITS OF PROTRUDING OBJECTS (3 8 0 ) (1 2 2 0 ) FIG. 308.2.1 UNOBSTRUCTED FORWARD REACH FIG. 308.2.2 OBSTRUCTED HIGH FORWARD REACH (1 2 2 0 ) (510)(510-635) (1 2 2 0 ) (1 2 2 0 ) (255) FIG. 308.3.1 UNOBSTRUCTED SIDE REACH FIG. 308.3.2 OBSTRUCTED HIGH SIDE REACH (610) FIG. 607.4.1 GRAB BARS FOR BATHTUBS WITH PERMANENT SEATS (WITH FIG. 607.2 CLEARANCES) FIG. 607.4.2 GRAB BARS FOR BATHTUBS WITHOUT PERMANENT SEATS (WITH FIG. 607.2 CLEARANCES) FIG. 608.2.1/608.3.1 FIG. 608.2.2 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT FIG. 608.2.2 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT FIG. 403.5 CLEAR WIDTH OF AN ACCESSIBLE ROUTE ACCESS AISLE SERVING VAN PARKING SPACESACCESS AISLE SERVING CAR PARKING SPACES LONG DIMENSION PERPENDICULAR TO DIRECTION OF TRAVEL (A) STANDARD ROLL-IN-TYPE SHOWER (B) ROLL-IN-TYPE SHOWER WITH SEAT (1525) (1525) LOCATION OF BATHTUB CONTROLS TRANSFER-TYPE SHOWER COMPARTMENT WITH GRAB BARS FLARED SIDES 1:10 MAX. SLOPE FLARED SIDES 1:12 MAX. SLOPE *36" (915)mm MIN. WHEN WALL SPACE PERMITS (1 1 7 0 ) (280) (57)(32-51) (38) (13) (4 5 7 0 ) (4880) he a d e n d fo o t e n d w a l l (64) (915) (150) (1 5 0 ) (150) curved (1 3 ) CL wa l l (305) fo o t e n d w a l l back wall back wall he a d e n d wa l l end wall (150) SHOWERS DOORS AND DOORWAYS 60 " M I N . 18" MIN. 48 " M I N . 36" MIN. 60 " M I N . 42" MIN. 54 " M I N . 42 " M I N . 54" MIN. 48 " M I N . 24" MIN.12" MIN. 24" MIN. 42 " M I N 48" MIN.48" MIN.54" MIN. 48 " M I N . 42 " M I N . 42 " M I N . 24" MIN. CLEAR FLOOR SPACE 60" MIN.60" MIN. 60 " M I N . 48" MIN. 48 " M I N . 30" MIN. 30 " M I N . 36 " M I N . 12" MIN.36" MIN.12" MIN. 48 " M I N . 36" MIN.60" MIN. 30 " M I N . X > 1 5 " X > 2 4 " PLUMBING ELEMENTS AND FACILITIES 16" - 18" 17 " - 1 9 " 42" min.12" max. 60" min. 56 " m i n . 54" min. 1 1 / 2 " m i n . 7"-9" 12 " m i n . 36" min. TRANSFER 56 " m i n . 60" min. 56 " m i n . 60" min. 4" max. 48 " m i n . 34 " m a x . 15" max.5" max. 3 1/2" max. GENERAL SITE AND BUILDING ELEMENTS 96" MIN.60" MIN. FU L L L E N G T H O F PA R K I N G S P A C E 96" MIN. 20' MIN. 60 " M I N . length of tub 30 " m i n . 30 " m i n . length of tub 15" max.12" max. 12 " m i n . 24 " m i n . 9" 24" max.12" max. 36 " m i n . 36 " 48" min. 36" min. 60" min. 30 " m i n . 30 " m i n . 36" min. 60" min. 36 " 18" 6" max. 6" m a x . 6" max. 6" m a x . 6" max. 6" m a x 6" max. 6" m a x . 48 " m a x . 15" max. 27" max. 15 " m i n . 1 1/2" 15"-16" 17 " - 1 9 " 17 " - 1 9 " 2 1/2" max. 3" m a x . 15"-16" 1 1 # 2 " m a x . 22"-23" 15"-16" 14 " - 1 5 " 2 1/2" max. 1 1 / 2 " m a x . 4" - 1 2 " 80 " - 9 6 " 30 ' M A X . CE I L I N G H E I G H T > 3 0 ' 15' MAX.50'-100'50'-100'15' MAX. 50 ' - 1 0 0 ' 15 ' M A X . 16' MAX. 16' MAX. 5/ 8 " - 2 " 18" MIN. 18 " 20 " M A X . 10 " M A X . (2 5 5 ) (5 1 0 ) .9 " 2. 3 5 " 2.35" (6 0 ) (2 3 ) .2 " (5 ) 1 1#2" MAX. 1 1/2" MAX. 11" MIN. 34 " - 3 8 " 34 " - 3 8 " 1 1/2" MIN." 1 1/4"-2"2 1/4" MAX.12" MIN. 12" MIN.X12" MIN. X 27 " M I N . 9" M I N . 8" MIN. 11" MIN. 9" M I N . 17" MIN. 42 " m i n . 42 " m i n . 48" min. X < 4 8 " 36 " m i n . 32 " m i n . 24" max.48" min.24" max. 60" min.60" min. 60 " m i n . 32" min. 32" min. 32" min. 27 " M A X . X < 8 0 " 35 " - 4 8 " 72 " m i n . 36" min. 48 " m i n . 12" min.12" min. X < 4 " X < 4 " 48 " m i n . X < 4 8 " 4 8 " m i n . 15 " m i n . 48 " m a x . 1/ 4 " 1/ 4 " - 1 / 2 " (6 . 4 - 1 3 ) 4" MAX. X > 8 0 " X > 2 7 " X > 2 7 " 80 " M I N . 27 " M A X . X > 12" X > 12" (X > 2 0 3 0 ) (X > 6 8 5 ) (X > 6 8 5 ) (6 8 5 ) 12"12" REACH RANGES 15 " M I N . 48 " M A X . 48 " M A X . 20" MAX. 44 " M A X . (1 1 2 0 ) 20" - 25" 48 " M A X . 48 " M A X . 10" MAX. 46 " M A X . 24" MAX. ACCESSIBLE ROUTES COMMUNICATION ELEMENTS AND FEATURES 1/ 2 " M A X . 60" min. (2 0 3 0 ) 4" M I N . - 7 " M A X . __ 12" min. 6" max. AREA TO BE MARKED wall PLANTING AREA PLANTING AREA ( 1 2 2 0 ) 4 8 " m i n . AREA TO BE MARKED AR E A T O B E M A R K E D CL CL CL CL CL CL 39 " - 4 1 " 18 " m i n . 39" - 41" SHEET NUMBER DR A W N B Y : CH E C K E D B Y : DA T E : A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y DE S I G N E D B Y : PR O J E C T # : S C A L E : A S N O T E D THESE DRAWINGS, SPECIFICATIONS AND ALLCOPIES THEREOF ARE AND SHALL REMAIN THEPROPERTY OF DKGR, LLC. THEY SHALL BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARENOT TO BE USED ON ANY OTHER PROJECT OR WORK WITHOUT PRIOR WRITTEN PERMISSION FROM DKGR, LLC. DISCLAIMER revisions project information CERTIFICATION DKGR, LLC 55 MONUMENT CIRCLE, #816 Indianapolis, In 46204 p − 317.614.0053 f − 317.632.3662 www.dkgrar.com CONTRACTOR SHIEL SEXTON 902 NORTH CAPITOL AVE. Indianapolis, In 46204 p − 317.423.6000 f − 317.423.6300 G0 0 4 AC C E S S I B I L I T Y SH E E T TH E S U R G E R Y C E N T E R O F CA R M E L - R E N O V A T I O N 12 1 8 8 A N M E R I D I A N S T . CA R M E L , I N 4 6 0 3 2 Au t h o r Ch e c k e r 11 . F E B . 2 0 1 5 De s i g n e r 20 1 4 − 0 1 0 # DESCRIPTION DATE 1. Studs — Channel-shaped, 3-1/2 in. deep. Fabricated from No. 20 MSG galv steel. Max stud spacing 24 in. OC. Studs to be cut 1 in. less than assembly height. 2. Floor and Ceiling Runners (Not Shown) — Channel-shaped runners, 3-1/2 in. deep by 1-1/4 in. wide, fabricated from No. 20 MSG galv steel. Attached to floor and ceiling with fasteners, 24 in. OC, max. 3. Furring Channel — Resilient 25 MSG galv steel furring channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S-12 pan head steel screws. 4. Batts and Blankets — Placed in stud cavity, 3 in. min thickness. IIG MINWOOL L L C — Type SAFB THERMAFIBER INC — Type SAFB. 5. Gypsum Board — 1/2 in. thick, 4 ft wide. Screw attached one side to furring channels with 1 in. long, type S steel screws spaced 12 in. OC. Wallboard on direct attached side, base layer attached 1 in. long type S-12 steel screws spaced 24 in. OC, face layer attached 1-5/8 in. long type S-12 screws spaced 12 in. OC. Wallboard joints oriented vertically, located over studs and offset between layers. AMERICAN GYPSUM CO — Types AG-C. ERTAINTEED GYPSUM INC — Type C. CERTAINTEED GYPSUM CANADA INC — Type C. CGC INC — Type C, IP-X2, IPC-AR or WRC. GEORGIA-PACIFIC GYPSUM L L C — Types 5, DAPC. LAFARGE NORTH AMERICA INC — Type LGFC-C, LGFC-C/A. NATIONAL GYPSUM CO — Types FSK-C, FSW-C, FSMR-C. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type PG-C. PANEL REY S A — Type PRC TEMPLE-INLAND — Type TG-C. UNITED STATES GYPSUM CO — Type C, IP-X2, IPC-AR, WR2. USG MEXICO S A DE C V — Types C, IP-X2, IPC-AR, WRC. 6. Joint Tape and Compound — Vinyl, dry or premixed joint compound, applied to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 7. Caulking and Sealants* — (Optional, not shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. ITW TACC — Type SCS-200 UNITED STATES GYPSUM CO — Type AS. *Bearing the UL Classification Mark BXUV.U452 May 11, 2012 Nonbearing Wall Rating — 1-1/2 Hr UL DESIGN NO. Reprinted from the Online Certifications Directory with permission from UL © 2012 UL LLC 1. Floor and Ceiling Runners — (Not shown) — For use with Item 2 - Channel shaped, fabricated from min 25 MSG corrosion- protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. 1A. Framing Members* - Floor and Ceiling Runners — Not shown - In lieu of Item 1 — For use with Item 2A, proprietary channel shaped, min. 3-5/8 in. deep, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC max. Effective thickness is 0.034 in. CLARKDIETRICH BUILDING SYSTEMS — UltraSTEEL®. 1B. Framing Members* - Floor and Ceiling Runners — (Not shown - In lieu of Item 1) — For use with Item 2A, proprietary channel shaped, min. 2-1/2 in. deep, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling fasteners 24 in. OC. max. Effective thickness is 0.034 in. CLARKDIETRICH BUILDING SYSTEMS — UltraSTEEL®. 1C. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2C, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25™ Track CRACO MFG INC — SmartTrack™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™ Track PHILLIPS MFG CO L L C — Viper25™ Track 1D. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2D, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20™ Track MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track PHILLIPS MFG CO L L C — Viper20™ Track 1E. Framing Members*— Floor and Ceiling Runners — (Not shown) — In lieu of Item 1 - Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 1F. Floor and Ceiling Runners — (Not shown)—For use with Item 2B- Channel shaped, fabricated from min 20 MSG corrosion- protected or galv steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. 1G. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1) — For use with Items 2F, 5F or 5G or 5I only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA BUILDING SUPPLIES — ProTRAK SOUTHEASTERN STUD & COMPONENTS INC — ProTRAK STEEL STRUCTURAL SYSTEMS L L C — Tri-S ProTRAK 1H. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size, with 1- 1/8 in. long legs fabricated from min 0.015 in. (min bare metal thickness) galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. SUPER STUD BUILDING PRODUCTS — The Edge 1I. Framing Members* - Floor and Ceiling Runner — For use with Item 2H, proprietary channel shaped runners, minimum width to accommodate stud size attached to floor and ceiling with fasteners 24 in. OC max. STUDCO BUILDING SYSTEMS — CROCSTUD Track 1J. Floor and Ceiling Runners — (Not shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.02 in. galv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track VT100. 1K. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1) — For use with Items 2I, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. TELLING INDUSTRIES L L C — TRUE-TRACK™ 1L. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2J, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. TELLING INDUSTRIES L L C — Viper25™ Track 1M. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2K, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C — Viper20™ Track 2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 2A. Framing Members* - Steel Studs — In lieu of Item 2 - Proprietary channel shaped studs, min. depth as indicated under Item 5, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. Allowable use of studs is shown in the table below. For direct attachment of gypsum board only. Effective thickness is 0.034 in. CLARKDIETRICH BUILDING SYSTEMS — UltraSTEEL®. 2B. Steel Studs — (As an alternate to Item 2, For use with Items 5B & 5E) Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 2C. Framing Members* - Steel Studs — (As an alternate to Item 2, For use with Items 5C or 5I) - Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a ½ in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25™ CRACO MFG INC — SmartStud™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™ PHILLIPS MFG CO L L C — Viper25™ 2D. Framing Members* - Metal Studs — Not shown - In lieu of Item 2 — For use with Item 1D, proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ PHILLIPS MFG CO L L C — Viper20™ 2E. Framing Members*— Steel Studs — In lieu of Item 2 - For Use with Item 1E- Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 2F. Framing Members*— Steel Studs — (Not shown, As an alternate to Item 2) —For use with Items 1G, 5F or 5G or 5I only, channel shaped studs, min depth as indicated under Item 5F, 5G or 5I, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProSTUD MBA BUILDING SUPPLIES — ProSTUD SOUTHEASTERN STUD & COMPONENTS INC — ProSTUD STEEL STRUCTURAL SYSTEMS L L C — Tri-S ProSTUD 2G. Framing Members* - Metal Studs — Not shown - In lieu of Item 2 — For use with Item 1H, proprietary channel shaped steel studs, minimum width indicated under Item 5, 1-1/4 in. deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 in. less in lengths than assembly heights. SUPER STUD BUILDING PRODUCTS — The Edge 2H. Framing Members* - Steel Studs — Not shown - In lieu of Item 2 - For use with Item 1I. Proprietary channel shaped studs, minimum width indicated under Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly height. STUDCO BUILDING SYSTEMS — CROCSTUD 2I. Framing Members*— Steel Studs — (Not shown, As an alternate to Item 2) —For use with Items 1K, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. TELLING INDUSTRIES L L C — TRUE-STUD™ 2J. Framing Members* - Steel Studs — (As an alternate to Item 2, For use with Items 5C or 5L) - Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a ½ in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. TELLING INDUSTRIES L L C — Viper25™ 2K. Framing Members* - Metal Studs — Not shown - In lieu of Item 2 — For use with Item 1M, proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights TELLING INDUSTRIES L L C — Viper20™ 3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only.)- (Not Shown) - 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC PS1 or PS2, or APA Standard PRP- 108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat-head self-drilling tapping screws with a min. head diam. of 0.292 in. at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, fastener lengths for gypsum panels increased by min. 1/2 in. 4. Batts and Blankets* — (Required as indicated under Item 5) — Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 5. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4A. Batts and Blankets* — (Optional) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 5. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: BXUV.U419 October 3, 2012 Nonbearing Wall Rating — 1, 2, 3 or 4 Hr (See Items 4 & 5) UL DESIGN NO. 1. Floor and Ceiling Runners — (Not shown- For the 1/2 or 1 Hour Nonbearing Wall Ratings) — For use with Item 2 - Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. 1A. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1 - For the 1/2 or 1 Hour Nonbearing Wall Ratings) — For use with Item 2A, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, min depth to accommodate stud size , attached to floor and ceiling with fasteners 24 in. OC. max. CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA BUILDING SUPPLIES — ProTRAK SOUTHEASTERN STUD & COMPONENTS INC — ProTRAK STEEL STRUCTURAL SYSTEMS L L C — Tri-S ProTRAK 1B. Framing Members* - Floor and Ceiling Runner — (Not shown, As an alternate to Item 1 - For the 1/2 or 1 Hour Nonbearing Wall Ratings) — For use with Item 2B, proprietary channel shaped runners, min depth to accommodate stud size , attached to floor and ceiling with fasteners 24 in. OC. max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25™ Track MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™ Track 1C. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1 - For the 1/2 or 1 Hour Nonbearing Wall Ratings) — For use with Item 2C, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, min depth to accommodate stud size , attached to floor and ceiling with fasteners 24 in. OC. max. TELLING INDUSTRIES L L C — TRUE-TRACK™ 2. Steel Studs — (For the 1/2 or 1 Hour Nonbearing Wall Ratings) Channel shaped, fabricated from min 25 MSG corrosion- protected steel, min. 3-5/8 in. deep, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. 2A. Framing Members*— Steel Studs — (Not shown, As an alternate to Item 2- For the 1/2 or 1 Hour Nonbearing Wall Ratings) — channel shaped studs, min. 3-5/8 in. deep, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProSTUD MBA BUILDING SUPPLIES — ProSTUD SOUTHEASTERN STUD & COMPONENTS INC — ProSTUD STEEL STRUCTURAL SYSTEMS L L C — Tri-S ProSTUD 2B. Framing Members* - Steel Studs — (Not shown, As an alternate to Item 2- For the 1/2 or 1 Hour Nonbearing Wall Ratings) - Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™ 2C. Framing Members*— Steel Studs — (Not shown, As an alternate to Item 2- For the 1/2 or 1 Hour Nonbearing Wall Ratings) — channel shaped studs, min. 3-5/8 in. deep, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. TELLING INDUSTRIES L L C — TRUE-STUD™ 3. Wood Studs — (Not shown, As an alternate to Items 1 and 2- For the 1/2 Bearing Wall Rating) - Nom 2 by 4 in. spaced 16 in. OC max, effectively firestopped. When wood studs are used, Finish Rating is 16 Min. 4. Batts and Blankets* — (Optional, not shown) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 5. Furring Channels — (Optional, not shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws for steel studs and 1 in. long Type S screws for wood studs. 6. Gypsum Board* — 5/8 in. thick paper surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers need not be staggered. 1/2 Hour Bearing Rating On Wood Studs - Single layer secured with 1-5/8 in. long Type S steel screws spaced 12 in. OC at the perimeter and in the field. 1/2 Hour Nonbearing Rating On Steel Studs - Single layer secured with 1 in. long Type S steel screws spaced 8 in. OC at the perimeter and 8 in. OC in the field. 1 Hour Nonbearing Rating On Steel Studs - Base layer boards secured with 1 in. long Type S steel screws spaced 16 in. OC at the perimeter and 16 in. OC in the field. Face layer boards secured with 1-5/8 in. long Type S steel screws spaced 16 in. OC at the perimeter and 16 in. OC in the field. When joints are aligned, screws are offset 8 in. between layers. CGC INC — 5/8 in. thick Type FC30 UNITED STATES GYPSUM CO — 5/8 in. thick Type FC30 USG MEXICO S A DE C V — 5/8 in. thick Type FC30 7. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. *Bearing the UL Classification Mark BXUV.U407 October 3, 2012 Nonbearing Wall Rating — 1/2 ofr 1 Hr (See Items 1, 1A, 2, 2A and 6) Bearing Wall Rating — 1/2 Hr (See Items 3 and 6) Finish Rating — (See Item 3) UL DESIGN NO. Reprinted from the Online Certifications Directory with permission from UL © 2012 UL LLC BXUV.U419 (CONTINUED) UL DESIGN NO. Gypsum Board Protection on Each Side of Wall RATING, HR MIN STUD DEPTH, IN. ITEMS 2, 2D, 2E, 2G AND 2H MIN STUD DEPTH, IN. ITEM 2A NO. OF LAYERS & THKNS OF PANEL MIN THKNS OF INSULATION (ITEM 4) 1 3-1/2 3-5/8 1 LAYER, 5/8 in.OPTIONAL 1 2-1/2 3-5/8 1 LAYER, 1/2 in. 1 2 2 2 3 3 3 4 4 4 1-5/8 1-5/8 1-5/8 3-1/2 1-5/8 1-5/8 1-5/8 1-5/8 1-5/8 2-1/2 3-5/8 2-1/2 2-1/2 3-5/8 2-1/2 2-1/2 2-1/2 2-1/2 2-1/2 2-1/2 1 LAYER, 3/4 in. 2 LAYERS, 1/2 in. 2 LAYERS, 5/8 in. 1 LAYER, 3/4 in. 3 LAYERS, 1/2 in. 2 LAYERS, 3/4 in. 3 LAYERS, 5/8 in. 4 LAYERS, 5/8 in. 4 LAYERS, 1/2 in. 2 LAYERS, 3/4 in. 1-1/2 in. OPTIONAL OPTIONAL OPTIONAL 3 in.3 in. OPTIONAL OPTIONAL OPTIONAL OPTIONAL OPTIONAL 2 in. CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SGX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE When Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6. 5A. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 6. CGC INC — Type SHX. UNITED STATES GYPSUM CO — Type FRX-G, SHX. USG MEXICO S A DE C V — Type SHX. 5B. Gypsum Board* — (Not Shown) - As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or ¾ in. thick products are specified. For direct attachment only to steel studs Item 2B, (not to be used with Item 3) - Nom 5/8 in. or ¾ in. may be used as alternate to all 5/8 in. or ¾ in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or ¾ in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 11) or Lead Discs or Tabs (see Item 12). RAY-BAR ENGINEERING CORP — Type RB-LBG 5C. Gypsum Board* — (For Use With Item 2C) Rating Limited to 1 Hour. 5/8 in. thick, 48 in. wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CGC INC — Type SCX. UNITED STATES GYPSUM CO — Type SCX, SGX. USG MEXICO S A DE C V — Type SCX. 5D. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 48 in. wide, applied vertically or horizontally. Secured as described in Item 6. For use with Items 1 and 2 only. UNITED STATES GYPSUM CO — Type USGX. 5E. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2B, not to be used with Item 3). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco 5F. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1G and 2F and limited to 1 Hour Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. long Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX, SGX. 5G. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1G and 2F only, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally, as specified in the table below and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall RATING, HR MIN STUD DEPTH, IN. ITEM 2F NO. OF LAYERS & THKNS OF PANEL MIN THKNS OF INSULATION (ITEM 4) 2 OPTIONAL 2 3 3 4 1-5/8 1-5/8 1-5/8 2 LAYERS, 1/2 in. 2 LAYERS, 5/8 in. OPTIONAL OPTIONAL OPTIONAL 4 1-5/8 OPTIONAL 1-5/8 1-5/8 3 LAYERS, 1/2 in. 3 LAYERS, 5/8 in. 3 LAYERS, 1/2 in. 3 LAYERS, 5/8 in. OPTIONAL BXUV.U419 (CONTINUED) UL DESIGN NO. CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR;, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type SCX, SGX, SHX, IP-X1, AR, C, , FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE 5H. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2B, (not to be used with Item 3) - Nom 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item 11A) or Lead Discs (see Item 12A). MAYCO INDUSTRIES INC — Type X-Ray Shielded Gypsum 5I. Gypsum Board* — (As an alternate to Item 5) - Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item 5. Steel stud minimum depth shall be as indicated in Item 5. CGC INC — Type ULX UNITED STATES GYPSUM CO — Type ULX USG MEXICO S A DE C V — Type ULX 5J. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2B, not to be used with Item 3). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 6. Fasteners — (Not shown) — For use with Items 2 and 2F - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer.Three-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 6A. Fasteners — (Not shown) —For use with Item 2A - Type S or S-12 steel screws used to attach panels to studs (Item 2A). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8-1/2 in. OC with additional screws 1 in. and 2-1/2 in. from edges of the board when panels are horizontally. or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems applied vertically: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Two layer systems applied horizontally: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in. from each edge of the board with an additional screw placed 1-1/4 in. from each edge of the board. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in. from each edge of the board with an additional screw placed 1-1/4 in. from each edge of the board with screws offset 8 in. from first layer. Three-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers, an additional screw shall be placed 1-1/4 in. from each edge of the board. Four-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers, an additional screw shall be placed 1-1/4 in. from each edge of the board. 7. Furring Channels — (Optional, not shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 5A and 5E. Reprinted from the Online Certifications Directory with permission from UL © 2012 UL LLC Reprinted from the Online Certifications Directory with permission from UL © 2012 UL LLC Reprinted from the Online Certifications Directory with permission from UL © 2012 UL LLC 7. Furring Channels — (Optional, not shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 5A and 5E. 7A. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-1 clips secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. RSIC-V clips secured to studs with No. 8 x 9/16 in. minimum self-drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC — Types RSIC-1, RSIC-V. 7B. Framing Members* — (Optional, Not Shown) — As an alternate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC — Type Isomax 7C. Framing Members* — Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 7). Clips attached at each intersection of the resilient channel and the steel studs (Item 2). Resilient channels are friction fitted into clips, and then clips are secured to the steel stud with min. 1 in. long Type S-12 steel screws through the center hole of the clip and the resilient channel flange. KEENE BUILDING PRODUCTS CO INC — Type RC Assurance. 7D. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC — Type GENIECLIP 8. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. Siding, Brick or Stucco — (Optional, not shown) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10. Caulking and Sealants* — (Optional, not shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS 11. Lead Batten Strips — (Not Shown, For Use With Item 5B) - Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5B) and optional at remaining stud locations. Required behind vertical joints. 11A. Lead Batten Strips — (Not Shown, For Use With Item 5H) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L- 201f, Grades "A, B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. 12. Lead Discs or Tabs — (Not Shown, For Use With Item 5B) - Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 5B) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 12A. Lead Discs — (Not Shown, for use with Item 5H) Max 5/16 in. diam by max 0.140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.9% meeting the Federal Specification QQ-L-201f, Grades "A, B, C or D". 13. Lead Batten Strips — (Not Shown, For Use With Item 5E) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L- 201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5E) and optional at remaining stud locations. 14. Lead Tabs — (Not Shown, For Use With Item 5E) 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction-fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item 5E) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary. *Bearing the UL Classification Mark A2 A3 A6 A1 A1-S WALL PARTITION TYPE PL A N V I E W SE C T I O N V I E W SE C T I O N V I E W REMARKS REFER TO SCHEDULE BELOW FOR PARTITION WIDTH ONE HOUR A LINE OF STRUCTURE UNDERSIDE OF DECK LINE OF CEILING STUD WIDTH PART. WIDTH FIRE RATING UL LISTING WITH SOUND ATTENUATION DESIGNATION NO SOUND ATTENUATION DESIGNATION U4192 - 3/4" 3 - 3/4"2 - 1/2" 1 - 1/2" A2-S A3-S A6-S METAL STUD FRAMING @ 16" O.C. ONE LAYER 5/8" (TYPE-C AT RATED WALLS) GYPSUM WALL BOARD, EACH SIDE. PROVIDE SOUND ATTENUATION BATT AS REQUIRED - VERIFY METAL STUD CHANNEL. SEALANT AND BACKER ROD; BOTH SIDES, CONT. SEALANT AND BACKER ROD; BOTH SIDES, CONT. U419 U419 U419 ONE HOUR ONE HOUR ONE HOUR 4 - 7/8" 7 - 1/4"6" 3 - 5/8" TYPICAL INTERIOR PARTITION BXUV.U419 BXUV.U419 BXUV.U419 BXUV.U419 A3.1 A3.1-S 4 - 1/4"3 - 5/8"GWB, ONE SIDE ONLY. 1. PARTITIONS ARE DISTINGUISHED ON FLOOR PLANS BY SYMBOL DESIGNATION, GRAPHIC DESIGNATION, OR A COMBINATION OF BOTH DESIGNATIONS. 2. THERE ARE TWO TYPES OF SYMBOL DESIGNATIONS, ONE FOR PARTITIONS NOT REQUIRING SOUND ATTENUATION AND ANOTHER FOR PARTITIONS WHICH REQUIRE SOUND ATTENUATION. REFER TO PARTITION MATRICES FOR SOUND ATTENUATION BLANKET (SAB) MINIMUM THICKNESS FOR STC INDICATED. 3. THE SYMBOL DESIGNATION HAS TWO CHARACTERS, THE FIRST CHARACTER IS A LETTER INDICATING THE PARTITION TYPE. THE SECOND CHARACTER IS NUMERIC INDICATING THE STUD OR CMU WIDTH. REFER TO LEGEND BELOW. 4. IF NO SYMBOL DESIGNATION IS PROVIDED, THE STUD SIZE WILL BE 3 5/8". 5. NOT ALL WALL TYPES LISTED WILL BE USED ON THIS PROJECT. REFER TO FLOOR PLANS AND NOTES FOR CORRECT WALL IDENTIFICATION & LOCATION. 6. "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS OR GEOMETRY. 7. ALL DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD. REFER TO PARTITION MATRICES FOR PARTITION WIDTH DIMENSIONS UNLESS INDICATED TO BE SHOWN ON PLAN. 8. SEALANT: A) FIRE RESISTANCE RATED PARTITIONS SHALL USE RATED FIRE RESISTANT FILL MATERIAL IN CONJUNCTION WITH AN APPROPRIATE RATED FIRE STOPPING SYSTEM. B) NON-RATED PARTITIONS SHALL USE ACOUSTICAL SEALANT. 9. ALL CMU WALLS SHALL EXTEND TO 4" MINIMUM ABOVE HIGHEST ADJACENT CEILING (UNO). 10. REFER TO 'A' SERIES DRAWINGS FOR FINAL WALL FINISHES. 11. WHERE GWB/STUD EXTENDS TO DECK OR ON ONE SIDE ONLY WITH ACOUSTICAL INSULATION, PROVIDE VAPOR BARRIER TO HOLD INSULATION IN PLACE. 12. INSULATION: - HEAD CONDITIONS AT FLOOR/ROOF DECK A) FIRE RESISTANCE RATED PARTITIONS SHALL USE MINERAL WOOL INSULATION. B) NON-RATED PARTITIONS REQUIRING SOUND ATTENUATION SHALL USE SOUND ATTENUATION BLANKETS (SAB). 13. REFER TO SPECIFICATIONS FOR MINIMUM STUD THICKNESS, MAXIMUM SPACING AND ALLOWABLE LIMITING HEIGHTS DEFLECTION CRITERIA FOR GYPSUM BOARD ASSEMBLIES. 14. FOR PARTITIONS INDICATED TO RECEIVE SOUND ATTENUATION BLANKETS (SAB), EXTEND SAFB TO FULL HEIGHT OF PARTITION UNLESS OTHERWISE INDICATED. FLOOR TRACK TO BE SET IN A CONT. BED OF SEALANT. 15. FIRE RESISTANT RATINGS ARE TO SURROUND ALL OPENINGS IN RATED PARTITIONS. 16. FIRE RESISTANT PARTITIONS SHALL EXTEND AND SEAL TO INSIDE FACE OF EXTERIOR SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS. 17. EACH PARTITION SHOWN ON THE DRAWINGS TO HAVE A FIRE RESISTANT RATING SHALL BE IDENTIFIED AS SUCH WITH A LABEL ABOVE THE CEILING ON EACH SEGMENT OF THE WALL AND 6'-0" O.C. MAX. EACH SIDE. 18. REFER TO TOILET ACCESSORIES SHEET, AND CASEWORK SHEET FOR MOUNTING DETAIL INFORMATION. 19. REFER TO THE METAL FABRICATIONS DETAILS FOR MF REFERENCES IN PARTITION SECTIONS. 20. IN AREAS DESIGNATED TO HAVE A RATED CEILING, BUILD WALLS THAT ARE NOT INDICATED TO GO TO DECK TO UNDERSIDE OF RATED CEILING. 21. IN AREAS DESIGNATED TO HAVE A SECURITY BARRIER CEILING, BUILD WALLS THAT ARE NOT INDICATED TO GO TO DECK ONLY TO THE UNDERSIDE OF THE SECURITY BARRIER. 22. ALTHOUGH WALL STUD SIZES ARE LISTED, FOR AREAS WHERE STUDS EXTEND TO STRUCTURE ABOVE OR HIGH AREAS, CONTRACTOR TO VERIFY SIZE INDICATED IS ADEQUATE FOR HEIGHT LISTED, PROVIDE ADEQUATE SIZE STEEL STUD FRAMING & NOTIFY ARCHITECT OF ANY DISCREPANCY PRIOR TO FABRICATION/INSTALLATION. A1 A1-S NOTES SHEET NUMBER DR A W N B Y : CH E C K E D B Y : DA T E : A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y DE S I G N E D B Y : PR O J E C T # : S C A L E : A S N O T E D THESE DRAWINGS, SPECIFICATIONS AND ALLCOPIES THEREOF ARE AND SHALL REMAIN THEPROPERTY OF DKGR, LLC. THEY SHALL BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARENOT TO BE USED ON ANY OTHER PROJECT OR WORK WITHOUT PRIOR WRITTEN PERMISSION FROM DKGR, LLC. DISCLAIMER revisions project information CERTIFICATION DKGR, LLC 55 MONUMENT CIRCLE, #816 Indianapolis, In 46204 p − 317.614.0053 f − 317.632.3662 www.dkgrar.com CONTRACTOR SHIEL SEXTON 902 NORTH CAPITOL AVE. Indianapolis, In 46204 p − 317.423.6000 f − 317.423.6300 A0 0 1 WA L L T Y P E S & F I R E RE S I S T I V E C O N S . TH E S U R G E R Y C E N T E R O F CA R M E L - R E N O V A T I O N 12 1 8 8 A N M E R I D I A N S T . CA R M E L , I N 4 6 0 3 2 Au t h o r Ch e c k e r 11 . F E B . 2 0 1 5 De s i g n e r 20 1 4 − 0 1 0 # DESCRIPTION DATE REF. REF. S S S S S S S 2 2 2 S S S S S SSS S S S S 1 1 1 1 1 1 1 1 1 11 1 1 1 1 2 22 2 1 1 1 1 1 1 1 1 1 1 11 1 2 5 4 1 5 5 5 3 33 3 33 3 3 3 3 3 33 8 10 10 10 10 1010 10 10 10 10 999 11 4 4 7 11 2 1 1 10 1 1 8 4 310 6 6 3 10 13'-0" 1 1212 13 14 2 15 16 16 17 18 1 C L R 9 '-0 " EXISTING SMOKE PARTITION EXISTING FIRE & SMOKE PARTITION EXISTING TENNANT SEPARATION WALL (1HR) EXISTING TENNANT SEPARATION WALL (1HR) EXISTING SMOKE ZONE EXISTING SMOKE ZONE 19 20 A. B. C. D. E. F. G. H. I. J. K. L. M. N. Contractor shall field-verify all existing conditions, dimensions, and arrangements. Contractor shall report any discrepancies between existing conditions and plans to Architect for additional information prior to starting work. Contractor is responsible for protection of all existing surfaces, materials, and components to remain or be relocated. Damage to these resulting from performance of Work shall be repaired by Contractor to satisfaction of Owner and Architect at no additional expense to Owner. Contractor to protect all structural elements in and adjacent to area of demolition. Contractor to maintain required floor rating in all horizontal and vertical surfaces damaged or affected as a result of demolition work. Contractor shall provide temporary dust protection as required to prevent construction debris and dust from migrating out of Project Area. Owner/Architect shall confirm all dust prevention measures/locations and shall determine changes to these measures. All existing equipment and fixtures shall remain property of Owner. All reusable items salvaged during demolition operations shall be retained for Owner's inspection. Only items so inspected and rejected by Owner shall be disposed. All other such items shall be turned over to Owner for disposition. All existing surfaces located adjacent to, or exposed by demolition work and scheduled to receive new construction shall be patched and repaired as required to cleanly receive new work. All existing surfaces located adjacent to, or exposed by demolition work and scheduled to remain exposed after completion of new const. shall be repaired and patched as required to receive new finishes. Owner will be responsible for removal/rearrangement of all existing loose furnishings during construction, unless noted otherwise. Refer to Mech./Elec. Drawings for additional patching and preparation work related to M.E.P. demolition items. Existing sleeves, holes, and other penetrations or new damage of existing building structure above grade exposed by demolition and removal of piping, appurtenances, equipment shall be patched and repaired as part of the Work. Maintain fire ratings of all and adjacent construction affected. Coordinate ceiling demolition with new reflected ceiling plan for scope of work. Coordinate all demolition with Project sequencing as directed by General Contractor or Construction Manager. GENERAL DEMO NOTES SHEET NUMBER DR A W N B Y : CH E C K E D B Y : DA T E : A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y DE S I G N E D B Y : PR O J E C T # : S C A L E : A S N O T E D THESE DRAWINGS, SPECIFICATIONS AND ALLCOPIES THEREOF ARE AND SHALL REMAIN THEPROPERTY OF DKGR, LLC. THEY SHALL BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARENOT TO BE USED ON ANY OTHER PROJECT OR WORK WITHOUT PRIOR WRITTEN PERMISSION FROM DKGR, LLC. DISCLAIMER revisions project information CERTIFICATION DKGR, LLC 55 MONUMENT CIRCLE, #816 Indianapolis, In 46204 p − 317.614.0053 f − 317.632.3662 www.dkgrar.com CONTRACTOR SHIEL SEXTON 902 NORTH CAPITOL AVE. Indianapolis, In 46204 p − 317.423.6000 f − 317.423.6300 AD 1 0 1 DE M O L I T I O N P L A N TH E S U R G E R Y C E N T E R O F CA R M E L - R E N O V A T I O N 12 1 8 8 A N M E R I D I A N S T . CA R M E L , I N 4 6 0 3 2 Au t h o r Ch e c k e r 11 . F E B . 2 0 1 5 De s i g n e r 20 1 4 − 0 1 0 1/8" = 1'-0"AD101 DEMOLITION PLAN1 DEMOLITION PLAN NOTES 1 REMOVE EXISTING WALL IN ITS ENTIRETY, PREPARE ADJACENT SURFACES FOR NEW CONSTRUCTION AND FINISHES. 2 REMOVE EXISTING DOOR IN ITS ENTIRETY. INCLUDING FRAME AND ALL ASSOCIATED HARDWARE. THIS TO INCLUDE ANY ADJACENT SIDELIGHTS AND TRANSOMS WHERE APPLICABLE. 3 REMOVE ALL EXISTING FLOOR FINISHES, INCLUDING WALL BASE, IN THIS AREA. PREPARE FLOOR TO RECIEVE NEW FLOOR FINISH. 4 REMOVE PLUMBING FIXTURE IN ITS ENTIRETY. COORDINATE REMOVAL REQUIREMENTS WITH DESIGN/BUILD CONTRACTOR. 5 REMOVE CASEWORK IN ITS ENTIRETY, INCLUDING UPPER CABINETS, SINKS, MIRRORS, WALL BASE AND ASSOCIATED ACCESSORIES. COORDINATE REMOVAL OF ALL PLUMBING EQUIPMENT WITH DESIGN/BUILD CONTRACTOR REQUIREMENTS. 6 REMOVE ALL EXISTING FLOOR FINISHES IN THIS AREA TO ACCOMODATE NEW O.R. AND ADJACENT SPACE. REFERENCE SHEET A102 FOR LOCATIONS. 7 SALVAGE EXISTING CLINICAL SERVICE SINK. PROTECT AND PREPARE FOR REINSTALLATION IN NEW LOCATION (SEE SHEET A102). 8 REMOVE EXISTING GLAZING SYSTEM AND MILLWORK IN ITS ENTIRETY, INCLUDING BUT NOT LIMITED TO MULLIONS, GLASS, DOORS, TRACKS, BLOCKING AND ASSOCIATED HARDWARE. 9 REMOVE EXISTING 2X2 ACOUSTICAL CEILING PADS. MAINTAIN EXISTING GRID. CLEAN AND PREPARE GRID TO RECIEVE NEW PADS. 10 REMOVE EXISTING ACOUSTICAL CEILING SYSTEM IN ITS ENTIRETY, INCLUDING BUT NOT LIMITED TO PADS, GRID, SUPPORTS AND HANGERS. COORDINATE REMOVAL AND/OR SUPPORT OF ANY AFFECTED MEP FIXTURES & DEVICES. 11 DEMO WALL AS REQUIRED FOR NEW OPENING, REFERENCE SHEET A-102. 12 REMOVE EXISTING WOOD COLUMN WRAP, LAMINATE AND PORTION OF GWB AS REQUIRED FOR NEW CONSTRUCTION. 13 SALVAGE EXISTING MURAL. PROTECT AND PREPARE FOR REINSTALLATION IN NEW LOCATION. 14 REMOVE EXISTING RECEPTION DESK AND GLASS IN ITS ENTIRETY. 15 REMOVE EXISTING MEDICAL RECORDS STACK TRACKS IN THEIR ENTIRETY. INFILL RECESSED TRACK SPACES WITH NEW CONCRETE POURED FLUSH WITH EXISTING SLAB. 16 SALVAGE TELEVISION & WALL BRACKET. PROTECT AND STORE FOR REINSTALLATION. 17 REMOVE GLASS SLIDING DOOR SYSTEM. PROTECT AND PREPARE FOR REINSTALLATION. 18 RELOCATE EXISTING LOCKERS. REF. NEW FLOOR PLANS 19 PROVIDE FIRE-RETARDENT BLOCKING FOR NEW ACCESSORIES. PATCH AND REPAIR WALL AS REQ. 20 SALVAGE EXISTING SINK. PROTECT AND STORE FOR REINSTALLATION. # DESCRIPTION DATE REF. REF. ASC MED GAS 1146 SOILED HOLDING 1144ELEC / MECH 1143 DATA 1142 CUST. 1141 STORAGE 1124 STAIR 1 FERTILITY GAS 2173 SOILED HOLDING 1152 VESTIBULE 1153 EXISTING O.R. #4 1163 EXISTING O.R. #3 1162 EXISTING O.R. #2 1161 EXISTING O.R. #1 1160 BULK RECEIVING 1171STERILE SUPPLY 1170 SUB-STERILE 1168 STERILE 1167 ASSEMBLY 1166 DECONTAM 1165SCOPE PROCESS 1164 PROCEDURE 1159 STERILE CORRIDOR 1169 CUST. 1158 OFFICE 1157 WORK 1155 PATHOLOGY 1156 WAITING 1101 WORK RM. 1105 CONSULT 1107 HOLDING #1 1117 HOLDING #2 1118 HOLDING #3 1119 HOLDING #4 1120 HOLDING #5 1121 HOLDING #6 1122 HOLDING #7 1123 HOLDING #8 1126 HOLDING #9 1127 HOLDING #10 1128 PATIENT TOILET 1139 PATIENT TOILET 1138 CLEAN SUPPLY / MEDS 1136 WHEEL CHAIR 1137 ANESTH. NURSE 1150 STERILE CORRIDOR 1151 ANESTH. STORAGE 1154 STAIR 3 HOLDING #16 1110 HOLDING #15 1109 STOR. 1108 OFFICE 1408 OFFICE 1407OPEN OFFICE 1405 MECHANICAL 1176 RECEPTION 1103 INTERVIEW 1106 CHILDRENS PLAY AREA 1102 CHANGING/HOLDING 13 1115 HOLDING #12 1116 HOLDING #11 1112 MEDICAL RECORDS 1406 STAFF LOUNGE 1147 SOILED WORK 1130 SOILED HOLIDNG 1111 CHANGING/HOLDING 14 1114 A-101 1 SimA-102 1 Sim STEP DOWN RECOVERY 1125 NURSE 1131 NURSE 1113 CORRIDOR 1410 400 SF NEW O.R. #5 1129 SHEET NUMBER DR A W N B Y : CH E C K E D B Y : DA T E : A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y DE S I G N E D B Y : PR O J E C T # : S C A L E : A S N O T E D THESE DRAWINGS, SPECIFICATIONS AND ALLCOPIES THEREOF ARE AND SHALL REMAIN THEPROPERTY OF DKGR, LLC. THEY SHALL BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARENOT TO BE USED ON ANY OTHER PROJECT OR WORK WITHOUT PRIOR WRITTEN PERMISSION FROM DKGR, LLC. DISCLAIMER revisions project information CERTIFICATION DKGR, LLC 55 MONUMENT CIRCLE, #816 Indianapolis, In 46204 p − 317.614.0053 f − 317.632.3662 www.dkgrar.com CONTRACTOR SHIEL SEXTON 902 NORTH CAPITOL AVE. Indianapolis, In 46204 p − 317.423.6000 f − 317.423.6300 A1 0 0 OV E R A L L F L O O R PL A N TH E S U R G E R Y C E N T E R O F CA R M E L - R E N O V A T I O N 12 1 8 8 A N M E R I D I A N S T . CA R M E L , I N 4 6 0 3 2 Au t h o r Ch e c k e r 11 . F E B . 2 0 1 5 De s i g n e r 20 1 4 − 0 1 0 1/8" = 1'-0"A100 OVERALL FLOOR PLAN1 # DESCRIPTION DATE REF. REF. F/S F/ S F/ S F/ S F/ S F/SF/S F/S F/ S F/ S F/ S 2 2 2 2 S S S S S S ASC MED GAS 1146 SOILED HOLDING 1144ELEC / MECH 1143 DATA 1142CUST. 1141 STORAGE 1124 STAIR 1 FERTILITY GAS 2173 SOILED HOLDING 1152 VESTIBULE 1153 EXISTING O.R. #4 1163 EXISTING O.R. #3 1162 EXISTING O.R. #2 1161 EXISTING O.R. #1 1160 BULK RECEIVING 1171 STERILE SUPPLY 1170SUB-STERILE 1168STERILE 1167 ASSEMBLY 1166 DECONTAM 1165SCOPE PROCESS 1164 PROCEDURE 1159 STERILE CORRIDOR 1169 CUST. 1158 OFFICE 1157 WORK 1155 PATHOLOGY 1156 WAITING 1101 CONSULT 1107 HOLDING #1 1117 HOLDING #2 1118 HOLDING #3 1119 HOLDING #4 1120 HOLDING #5 1121 HOLDING #6 1122 HOLDING #7 1123 HOLDING #8 1126 HOLDING #9 1127 HOLDING #10 1128 PATIENT TOILET 1139 PATIENT TOILET 1138 CLEAN SUPPLY / MEDS 1136 WHEEL CHAIR 1137 ANESTH. NURSE 1150 STERILE CORRIDOR 1151 11 0 6 ANESTH. STORAGE 1154 STAIR 3 HOLDING #16 1110 HOLDING #15 1109 STOR. 1108 MECHANICAL 1176 C1 NURSE 1131 NURSE 1113 VC T 1 4 4 555 HOLDING #11 1112 SOILED WORK 1130 SOILED HOLIDNG 1111 HOLDING #12 1116 CHANGING/HOLDING 13 1115 CHANGING/HOLDING 14 1114 INTERVIEW 1106 WORK RM. 1105 STEP DOWN RECOVERY 1125 STAFF LOUNGE 1147 RECEPTION 1103 SEMI-RESTRICTED CORRIDOR 1154 1 2 2 1 1 2 1 4 54 5454 54 6 6 66 6 6 16 6 6 6 6 6 666 2 2 2 7 A-4015 11 3 1 11 0 8 11 0 7 11 0 1 1130 1111 1410 A3.1-S A3.1-S A3.1-S 8'-6 5/8"8'-10 7/8"8'-10 7/8"6'-7 1/8"11'-4 7/8" 11'-8 3/8"11'-8 3/8"11'-9" 10'-10 1/4"12'-1 3/4" ALIGN 10 3/4" 11 ' - 7 7 / 8 " 1'-8 1/8" CLR. 8'-0" 10 ' - 4 1 / 8 " 5' - 1 1 1 / 2 " ALIGN A-401 4 A3.1-S A3.1-S A3.1-S 6' - 4 1 / 4 " 9' - 5 3 / 8 " 400 SF NEW O.R. #5 1129 8 8 A-4011 2 A-401 6 3' - 0 " ALIGN 1010 10 10 10 11 12 3 MI N . 4' - 0 " C L R . V.I.F. 6 2' - 0 " DEFIB.17 3 11 1 6 11 3 8 3 22'-5 5/8" 18 ' - 3 1 / 2 " CORRIDOR 1410 CL R . 9' - 0 " M I N . 8 '-0 " 14'-0"14'-0"14'-0" MATCH EXISTINGMATCH EXISTING 2 22 2 2 2 2 1 1 2 9 2 '-0 " A-40111 A-1022 3 X-RAY VIEW BOX REINSTALL SALVAGED SINK. CORRIDOR 1411 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. All dimensions are taken to face of metal stud, face of concrete, face of masonry, face of existing finishes, or from center line of existing columns unless noted as 'clear' (CLR.) clear dimensions indicate finish surface to finish surface spans between walls or from finish surface of wall to latch/hinge of adjacent door. Dimensions of exterior walls are to outside edge of foundation. Provide bracing and fire rated blocking as required in walls supporting casework, tackboards, markerboards, and restroom accessories. All door frames are located 4" from adjacent wall, unless noted otherwise. Seal all joints between dissimilar materials. All gypsum wallboard is 5/8" Type "X", unless noted otherwise. Where new finish floors meet existing finish floors, a smooth, straight, and flush transition shall be constructed. Verify in field existing floor elevations and conditions where a new finish floor shall be constructed adjacent. Trim and patch existing floor as required to achieve desired transition. All interior walls are Type "A3-S", unless noted otherwise. All walls designated as rated walls must meet all UL requirements and maintain rating listed on drawings. Protect and maintain all existing finished floors, unless noted otherwise. Solid hatching within walls shown in plans and sections indicates existing construction. All new interior walls to deck, unless noted otherwise. Patch, repair and/or replace existing handrail / crash rail, where affected by new construction or demolition, using manufacturers recommended details. Cap / return all exposed ends. GENERAL PLAN NOTES SHEET NUMBER DR A W N B Y : CH E C K E D B Y : DA T E : A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y DE S I G N E D B Y : PR O J E C T # : S C A L E : A S N O T E D THESE DRAWINGS, SPECIFICATIONS AND ALLCOPIES THEREOF ARE AND SHALL REMAIN THEPROPERTY OF DKGR, LLC. THEY SHALL BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARENOT TO BE USED ON ANY OTHER PROJECT OR WORK WITHOUT PRIOR WRITTEN PERMISSION FROM DKGR, LLC. DISCLAIMER revisions project information CERTIFICATION DKGR, LLC 55 MONUMENT CIRCLE, #816 Indianapolis, In 46204 p − 317.614.0053 f − 317.632.3662 www.dkgrar.com CONTRACTOR SHIEL SEXTON 902 NORTH CAPITOL AVE. Indianapolis, In 46204 p − 317.423.6000 f − 317.423.6300 A- 1 0 1 SU R G E R Y S U I T E FL O O R P L A N TH E S U R G E R Y C E N T E R O F CA R M E L - R E N O V A T I O N 12 1 8 8 A N M E R I D I A N S T . CA R M E L , I N 4 6 0 3 2 MD S Ch e c k e r 11 . F E B . 2 0 1 5 De s i g n e r 20 1 4 − 0 1 0 3/16" = 1'-0"A-101 SURGERY SUITE FLOOR PLAN1 FLOOR PLAN NOTES 1 HANDRAIL. TOP MOUNTED AT 2'-10" A.F.F. (MATCH EXISTING). SEE DETAILS ON SHEET A-401. 2 CRASH RAIL. TOP MOUNTED AT 2'-10" A.F.F. (MATCH EXISTING). SEE DETAILS ON SHEET A-401. 3 SHEET WALL PROTECTION FROM 4" A.F.F. TO 4'-4" A.F.F. 4 MEDICAL EQUIPMENT BY OTHERS. CONTRACTOR TO COORDINATE REQUIRED EQUIPMENT WITH OWNER. ALL M.E.P. REQUIRED LOADS AND CONNECTIONS TO BE COORDINATED BY CONTRACTOR. 5 CONTRACTOR TO COORDINATE FURNITURE REQUIREMENTS WITH OWNER. 6 NEW CORNER GUARD. FROM 4" TO 4'-0" A.F.F. MATCH EXISTING TYPE AND COLOR. 7 RELOCATED AND REINSTALLED CLINICAL SINK, SALVAGED FROM DEMOLITION PHASE. 8 WOOD TRIM COLUMN WRAP. MATCH EXISTING. 9 MEDICAL RECORD STORAGE SHELVES. CONTRACTOR SHALL INSTALL SHELF TRACKS. OWNER TO REINSTALL EXISTING STORAGE SHELVES ON NEW TRACKS. 10 PROVIDE AND INSTALL NEW CURTAIN, TRACK AND ACCESSORIES. MATCH EXISTING. 11 REINSTALL EXISTING SALVAGED SLIDING DOOR SYSTEM IN THIS LOCATION. 12 NEW HAND SINK. 13 RELOCATED VINYL MURAL W/ 4" STAINED TRIM BOARD SURROUND. 14 RELOCATE TELEVISION AND WALL BRACKET. PROVIDE BLOCKING IN WALL, COORDINATE W/ OWNER. 15 WALL TO MATCH PROFILE OF ADJACENT PIER. 16 PATCH, REPAIR AND/OR INSTALL GWB ABOVE CEILING AS REQUIRED TO ACHIEVE 1HR FIRE RATING ON THIS WALL ASSEMBLY. 17 REINSTALL EXISTING LOCKERS. VERIFY WIDTH AND DEPTH OF EXISTING LOCKERS PRIOR TO FRAMING NICHE. SURGERY SUITE FINISH SCHEDULE ROOM NUMBER ROOM NAME FINISHES FLOOR BASE NORTH EAST SOUTH WEST 1104 CORRIDOR C1 VB-1 VWC-1 VWC-1 VWC-1 VWC-1 1108 STOR. VCT-1 VB-2 P-1 P-1 P-1 P-1 1109 HOLDING #15 VCT-1 VB-2 P-4 VWC-1 P-4 P-4 1110 HOLDING #16 VCT-1 VB-2 P-4 VWC-1 P-4 P-4 1111 SOILED HOLIDNG VCT-1 VB-2 P-3 P-3 P-3 P-3 1112 HOLDING #11 EXIST EXIST EXIST EXIST EXIST EXIST 1113 NURSE MATCH EXIST. AS REQ. MATCH EXIST. AS REQ. MATCH EXIST. AS REQ. MATCH EXIST. AS REQ. MATCH EXIST. AS REQ. MATCH EXIST. AS REQ. 1114 CHANGING/HOLDING 14 VCT-1 VB-2 P-4 P-4 P-4 VWC-1 1115 CHANGING/HOLDING 13 VCT-1 VB-2 P-4 P-4 P-4 VWC-1 1116 HOLDING #12 VCT-1 VB-2 P-4 P-4 P-4 VWC-1 1117 HOLDING #1 EXIST EXIST EXIST EXIST EXIST EXIST 1118 HOLDING #2 EXIST EXIST EXIST EXIST EXIST EXIST 1119 HOLDING #3 EXIST EXIST EXIST EXIST EXIST EXIST 1120 HOLDING #4 EXIST EXIST EXIST EXIST EXIST EXIST 1121 HOLDING #5 EXIST EXIST EXIST EXIST EXIST EXIST 1122 HOLDING #6 EXIST EXIST EXIST EXIST EXIST EXIST 1123 HOLDING #7 EXIST EXIST EXIST EXIST EXIST EXIST 1124 STORAGE EXIST EXIST EXIST EXIST EXIST EXIST 1125 STEP DOWN RECOVERY EXIST EXIST EXIST EXIST EXIST EXIST 1126 HOLDING #8 EXIST EXIST EXIST EXIST EXIST EXIST 1127 HOLDING #9 EXIST EXIST EXIST EXIST EXIST EXIST 1128 HOLDING #10 EXIST EXIST EXIST EXIST EXIST EXIST 1129 NEW O.R. #5 VS-1 VS P-3 P-3 P-3 P-3 1130 SOILED WORK VCT-1 VS P-3 P-3 FRP FRP 1131 NURSE MATCH EXIST. AS REQ. MATCH EXIST. AS REQ. P-4 EXIST EXIST P-4 1136 CLEAN SUPPLY / MEDS EXIST EXIST EXIST EXIST EXIST EXIST 1137 WHEEL CHAIR VCT-1 VB-2 P-4 P-4 - P-4 1138 PATIENT TOILET VCT-1 VB-2 CT-1 CT-1 CT-1 CT-1 1139 PATIENT TOILET EXIST EXIST EXIST EXIST EXIST EXIST 1150 ANESTH. NURSE EXIST EXIST EXIST EXIST EXIST EXIST 1151 STERILE CORRIDOR MATCH EXIST. AS REQ. MATCH EXIST. AS REQ. EXIST MATCH EXIST. AS REQ. EXIST EXIST NOTE: MATERIALS ARE DEFINED ON SHEET A-102. NOTE: ALL DOOR FRAMES IN CARPETED AREA TO BE PAINTED P2. NOTE: ALL ROOMS NOT LISTED ON FINISH SCHEDULE ARE OUTSIDE THE SCOPE OF THIS RENOVATION AND CONTAIN NO WORK. # DESCRIPTION DATE WORK RM. 1105 CONSULT 1107 HOLDING #15 1109 STOR. 1108 OFFICE 1408 OFFICE 1407OPEN OFFICE 1405 CORRIDOR 1410 A-401 3 AL I G N 14'-3 1/2"17'-2 1/2"6'-1 1/8"5'-7 1/4"11'-8 3/8" 1 6 '-1 3 /8 " 6 '-0 " ALIGN ALIGN 55 5 NOTE: ALL DOOR FRAMES IN CARPETED AREA TO BE PAINTED P2. MEDICAL RECORDS 1406 RECEPTION 1103 WAITING 1101 CHILDRENS PLAY AREA 1102 CHANGING/HOLDING 14 1114 CHANGING/HOLDING 13 1115 INTERVIEW 1106 A-401 4 C1 VC T 5 A-4011 2 8 8 8'-10 1/4"8'-10 7/8"8'-10 7/8"6'-7 1/8" 9 C L R . 1 4 '-0 " A-401 6 8 A-401 12 A-401 13 14 14 ALIGN 15 1616 16 16 16 CL R . 4'- 0 " 1'- 1 0 3 /4" EQ.EQ. F2 1 1 0 1 1 4 0 6 1 1 0 6 1 1 0 7 1410 A-401 7 12 A-401 Sim A-40111 A-1022 3 A-102 2 S i m 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. All dimensions are taken to face of metal stud, face of concrete, face of masonry, face of existing finishes, or from center line of existing columns unless noted as 'clear' (CLR.) clear dimensions indicate finish surface to finish surface spans between walls or from finish surface of wall to latch/hinge of adjacent door. Dimensions of exterior walls are to outside edge of foundation. Provide bracing and fire rated blocking as required in walls supporting casework, tackboards, markerboards, and restroom accessories. All door frames are located 4" from adjacent wall, unless noted otherwise. Seal all joints between dissimilar materials. All gypsum wallboard is 5/8" Type "X", unless noted otherwise. Where new finish floors meet existing finish floors, a smooth, straight, and flush transition shall be constructed. Verify in field existing floor elevations and conditions where a new finish floor shall be constructed adjacent. Trim and patch existing floor as required to achieve desired transition. All interior walls are Type "A3-S", unless noted otherwise. All walls designated as rated walls must meet all UL requirements and maintain rating listed on drawings. Protect and maintain all existing finished floors, unless noted otherwise. Solid hatching within walls shown in plans and sections indicates existing construction. All new interior walls to deck, unless noted otherwise. Patch, repair and/or replace existing handrail / crash rail, where affected by new construction or demolition, using manufacturers recommended details. Cap / return all exposed ends. GENERAL PLAN NOTES FINISH MATERIAL DEFINITIONS FLOOR C1 C2 VCT-1 VCT-2 VCT-3 VS-1 CARPET - Match Existing. Atlas 'Sashi' SH33 Tan Stone. CARPET - Match Existing. J&J 'Heutopia' 3045 Impeccable Paprika. VINYL COMPOSITE TILE - Match Existing tile and patterns. Armstrong Standard Excelon 51800 Buttercream Yellow (field). VINYL COMPOSITE TILE - Match Existing tile and patterns. Armstrong Standard Excelon 51942 Curried Caramel (accent). VINYL COMPOSITE TILE - Match Existing tile and patterns. Armstrong Standard Excelon 51872 Tea Garden Green(accent). VINYL SHEET FLOORING - Match Existing. Armstrong 'Medintech' 86412 Oatmeal. WALLBASE VB-1 VB-2 VS VINYL WALLBASE - Match Existing. Johnsonite 'Tightlock' 3" #66 Either Ore. VINYL WALLBASE - Match Existing. Johnsonite 4" Coved #45 Sandalwood. FLASH COVE VINYL SHEET FLOORING - Match Existing. Seam at corners and turn up wall 8". WALLS P-1 P-2 P-3 P-4 P-5 VWC-1 VWC-2 CT-1 Match Existing. MAB 97938P 'Clean Canvas' Rich Lux Acrylic Eggshell Finish. Match Existing. MAB 150 'White' Ply-Tile 520 Epoxy Polyamide 1:1 Mix. Match Existing. MAB 97938P 'Clean Canvas' Ply-Tile 520 Epoxy Polyamide 1:1 Mix. Match Existing. MAB 98757N 'Coffee Connisseur' Rich Lux Latex Eggshell Enamel. Match Existing. MAB 98550D 'Dig It' Rich Lux Latex Eggshell Enamel. Match Existing. VINYL WALL COVERING - DeNovo 'Shima' DN2-SMA-12 Wasabi. Match Existing. VINYL WALL COVERING - DeNovo 'Shima Stripe' DN2-SMS-12 Wasabi. Match Existing. CERAMIC TILE - Dal-Tile 4"x4" D727 'Shell'. **NOTE: Confirm all materials and colors with owner & architect. Level 1 0" 8 A-401 MATCH EXISTING MILLWORK MATCH EXISTING 1/2" TEMPERED GLAZING (FRAMELESS) MATCH EXISTING MILLWORK MATCH EXISTING LAMINATE COUNTER. MATCH EXISTING CASEWORK. MATCH EXISTING SUPPORTS. AS REQ. 3'-0" Level 1 0" 12 A-401 MATCH EXISTING MILLWORK MATCH EXISTING 1/2" TEMPERED GLAZING (FRAMELESS) MATCH EXISTING MILLWORK MATCH EXISTING LAMINATE COUNTER. MATCH EXISTING CASEWORK. MATCH EXISTING SUPPORTS. AS REQ. 1'-6"1'-6"3'-3"3'-1 3/4" SHEET NUMBER DR A W N B Y : CH E C K E D B Y : DA T E : A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y DE S I G N E D B Y : PR O J E C T # : S C A L E : A S N O T E D THESE DRAWINGS, SPECIFICATIONS AND ALLCOPIES THEREOF ARE AND SHALL REMAIN THEPROPERTY OF DKGR, LLC. THEY SHALL BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARENOT TO BE USED ON ANY OTHER PROJECT OR WORK WITHOUT PRIOR WRITTEN PERMISSION FROM DKGR, LLC. DISCLAIMER revisions project information CERTIFICATION DKGR, LLC 55 MONUMENT CIRCLE, #816 Indianapolis, In 46204 p − 317.614.0053 f − 317.632.3662 www.dkgrar.com CONTRACTOR SHIEL SEXTON 902 NORTH CAPITOL AVE. Indianapolis, In 46204 p − 317.423.6000 f − 317.423.6300 A- 1 0 2 AD M I N I S T R A T I O N SU I T E F L O O R P L A N TH E S U R G E R Y C E N T E R O F CA R M E L - R E N O V A T I O N 12 1 8 8 A N M E R I D I A N S T . CA R M E L , I N 4 6 0 3 2 Au t h o r Ch e c k e r 11 . F E B . 2 0 1 5 De s i g n e r 20 1 4 − 0 1 0 3/16" = 1'-0"A-102 ADMINISTRATION SUITE FLOOR PLAN1 SURGERY SUITE FINISH SCHEDULE ROOM NUMBER ROOM NAME FINISHES FLOOR BASE NORTH EAST SOUTH WEST 1101 WAITING C2 VB-1 VWC-2 VWC-2 VWC-2 VWC-2 1102 CHILDRENS PLAY AREA C2 VB-1 VWC-2 VWC-2 VWC-2 VWC-2 1103 RECEPTION C1 VB-1 P-1 - P-1 P-1 1105 WORK RM. C1 VB-1 P-1 P-1 P-1 - 1106 INTERVIEW C1 VB-1 P-1 P-1 VWC-1 P-1 1107 CONSULT C1 VB-1 P-1 P-1 VWC-1 P-1 1405 OPEN OFFICE C1 VB-1 VWC-1 P-1 P-1 P-1 1406 MEDICAL RECORDS C1 VB-1 P-1 P-1 P-1 P-1 1407 OFFICE C1 VB-1 P-1 P-1 VWC-1 P-1 1408 OFFICE C1 VB-1 P-1 P-1 VWC-1 P-1 1410 CORRIDOR C1 VB-1 VWC-1 - VWC-1 VWC-1 FLOOR PLAN NOTES 1 HANDRAIL. TOP MOUNTED AT 2'-10" A.F.F. (MATCH EXISTING). SEE DETAILS ON SHEET A-401. 2 CRASH RAIL. TOP MOUNTED AT 2'-10" A.F.F. (MATCH EXISTING). SEE DETAILS ON SHEET A-401. 3 SHEET WALL PROTECTION FROM 4" A.F.F. TO 4'-4" A.F.F. 4 MEDICAL EQUIPMENT BY OTHERS. CONTRACTOR TO COORDINATE REQUIRED EQUIPMENT WITH OWNER. ALL M.E.P. REQUIRED LOADS AND CONNECTIONS TO BE COORDINATED BY CONTRACTOR. 5 CONTRACTOR TO COORDINATE FURNITURE REQUIREMENTS WITH OWNER. 6 NEW CORNER GUARD. FROM 4" TO 4'-0" A.F.F. MATCH EXISTING TYPE AND COLOR. 7 RELOCATED AND REINSTALLED CLINICAL SINK, SALVAGED FROM DEMOLITION PHASE. 8 WOOD TRIM COLUMN WRAP. MATCH EXISTING. 9 MEDICAL RECORD STORAGE SHELVES. CONTRACTOR SHALL INSTALL SHELF TRACKS. OWNER TO REINSTALL EXISTING STORAGE SHELVES ON NEW TRACKS. 10 PROVIDE AND INSTALL NEW CURTAIN, TRACK AND ACCESSORIES. MATCH EXISTING. 11 REINSTALL EXISTING SALVAGED SLIDING DOOR SYSTEM IN THIS LOCATION. 12 NEW HAND SINK. 13 RELOCATED VINYL MURAL W/ 4" STAINED TRIM BOARD SURROUND. 14 RELOCATE TELEVISION AND WALL BRACKET. PROVIDE BLOCKING IN WALL, COORDINATE W/ OWNER. 15 WALL TO MATCH PROFILE OF ADJACENT PIER. 16 PATCH, REPAIR AND/OR INSTALL GWB ABOVE CEILING AS REQUIRED TO ACHIEVE 1HR FIRE RATING ON THIS WALL ASSEMBLY. 17 REINSTALL EXISTING LOCKERS. VERIFY WIDTH AND DEPTH OF EXISTING LOCKERS PRIOR TO FRAMING NICHE. 1/4" = 1'-0"A-102 RECEPTION DESK ELEVATION2 1/4" = 1'-0"A-102 RECEPTION DESK ELEVATION3 # DESCRIPTION DATE F/S F /S F /S F /S F /S F/SF/S F/S F /S F /S F /S 2 2 2 2 S S S S S S F3 F3 C3 C3 F2F2F2 2 2 F2 F2 F1 F3 N/L TO EXISTING A.F.F. APC-2 9'-0" A.F.F. APC-1 9'-0" A.F.F. APC-3 9'-0" A.F.F. GWB-1 7'-2" 1 2 22 3 3 A.F.F. APC-3 7'-0" A.F.F. APC-3 7'-0"A.F.F. APC-3 7'-0" A.F.F. APC-3 9'-0"A.F.F. APC-3 9'-0"A.F.F. APC-3 9'-0" A.F.F. APC-1 9'-0" A.F.F. APC-1 9'-0" A.F.F. APC-1 9'-0" A.F.F. APC-3 9'-0" A.F.F. APC-1 9'-0"A.F.F. APC-1 9'-0" A.F.F. APC-1 9'-0" A.F.F. APC-1 9'-0" A.F.F. GWB-1 8'-0" A.F.F. APC-2 9'-0" A.F.F. GWB-1 9'-0" A.F.F. GWB-1 7'-2" A.F.F. GWB-1 7'-2" A.F.F. GWB-1 7'-2"A.F.F. GWB-1 7'-2" 3 33 A.F.F. GWB-1 8'-6"A.F.F. APC-1 9'-0" A.F.F. GWB-1 7'-2" A.F.F. GWB-1 7'-2" 4 4 A.F.F. GWB-1 7'-2"A.F.F. GWB-1 7'-2" MATCH EXISTING 1'-3" 1 '-3 " 12'-0" A.F.F. GWB-1 7'-2" A.F.F. GWB-1 8'-0" A-120 2 A.F.F. APC-3 9'-0" A.F.F. GWB-1 7'-3" A.F.F. APC-3 8'-0" A.F.F. APC-1 9'-0" 1. 2. 3. 4. 5. All walls are to deck unless noted otherwise. Contractor to coordinate all MEP and Technology, devices, fixtures and equipment associated with new or existing ceilings. All ceilings to be installed at +9'-0" A.F.F. unless noted otherwise. Center acoustical tile ceiling panels in each direction within the main portion of any room or space, avoiding slivers less than 6", unless noted otherwise. All exposed vertical faces of bulkheads and ceiling height transitions to be 5/8" Type X GWB, painted to match wall, unless noted otherwise, reference room finish schedule. GENERAL CEILING PLAN NOTESCEILING LEGEND APC-1 APC-2 APC-3 GWB-1 Acoustical Panel Ceiling - 2' x 4' x 5/8". Match existing panels and grid. Vinyl Faced Acoustical Panel "Clean Room" Ceiling - Vinyl faced, anti-microbial gypsum-core panel (match existing) in 15/16" moisture resistant "T" grid system with hold down clips (match existing). Acoustical Panel Ceiling - 2' x 2' x 5/8". Match existing panels and grid. Gypsum Board Ceiling, Painted. 5 E Q . E Q . 11'-0" CL EQ.EQ. FINISHED CEILING 9'-0" G C T O P R O V I D E UPPER RAIL. VERTICAL SUPPORT INTERMEDIATE RAIL 24" X 24" STRUCTURAL MOUNTING PLATE. GC TO PROVIDE MOUNTING PATTERN. EQUIPMENT MOUNTING PLATE PROVIDED BY OTHERS. FINISH RAIL SHEET NUMBER DR A W N B Y : CH E C K E D B Y : DA T E : A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y DE S I G N E D B Y : PR O J E C T # : S C A L E : A S N O T E D THESE DRAWINGS, SPECIFICATIONS AND ALLCOPIES THEREOF ARE AND SHALL REMAIN THEPROPERTY OF DKGR, LLC. THEY SHALL BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARENOT TO BE USED ON ANY OTHER PROJECT OR WORK WITHOUT PRIOR WRITTEN PERMISSION FROM DKGR, LLC. DISCLAIMER revisions project information CERTIFICATION DKGR, LLC 55 MONUMENT CIRCLE, #816 Indianapolis, In 46204 p − 317.614.0053 f − 317.632.3662 www.dkgrar.com CONTRACTOR SHIEL SEXTON 902 NORTH CAPITOL AVE. Indianapolis, In 46204 p − 317.423.6000 f − 317.423.6300 A- 1 2 0 RE F L E C T E D C E I L I N G PL A N TH E S U R G E R Y C E N T E R O F CA R M E L - R E N O V A T I O N 12 1 8 8 A N M E R I D I A N S T . CA R M E L , I N 4 6 0 3 2 Au t h o r Ch e c k e r 11 . F E B . 2 0 1 5 De s i g n e r 20 1 4 − 0 1 0 1/8" = 1'-0"A-120 OVERALL REFLECTED CEILING PLAN1 REFLECTED CEILING PLAN NOTES 1 REPAIR AND REPLACE EXISTING VINYL FACED ACOUSTICAL PANEL "CLEAN ROOM" CEILING AS REQUIRED TO MAINTAIN STERILE CORRIDOR. 2 INSTALL NEW "APC-3" PADS IN EXISTING CEILING GRID. 3 CONTRACTOR TO COORDINATE & VERIFY ALL REQUIRED MEDICAL EQUIPMENT WITH OWNER. 4 MAINTAIN EXISTING GRID. REPAIR AND REPLACE AS REQUIRED FOR NEW CONSTRUCTION. CONTRACTOR SHALL REPLACE ANY DAMAGED OR STAINED CEILING PADS. 5 SURGICAL LIGHT LOCATION. SEE DETAIL 3/A120. SUBMIT ENGINEERED SHOP DRAWINGS FOR REVIEW AND APPROVAL, COORDINATE WITH OWNER'S SURGICAL LIGHT VENDOR REQUIREMENTS AND DETAILS. 1/4" = 1'-0"A-120 ENLARGED OR CEILING PLAN2 1/2" = 1'-0"A-120 OR LIGHT SUPPORT3 # DESCRIPTION DATE 3 '-2 " 1 '-6 " 2 '-6 " 3'-0"3'-0" OPEN 3'-0"3'-0" 13" DEEP PLASTIC LAMINATE , OPEN SHELVING WITH ADJUSTABLE SHELVES. FILLER PANEL 1. 2. 3. 4. 5. All exposed ends to be finished grade plastic laminate. All casework to be provided with filler panels against wall surfaces, except for knee spaces without pencil drawers and adjustable shelving. Filler to be 1" minimum and shall ensure cabinets clear door jambs and allow for unobstructed operation of all casework doors and drawers including hardware. Contractor to coordinate all electrical connections, outlets, light switches, devices and plumbing connections to avoid conflicts with casework and backsplash. All casework to be plastic laminate with matching edge banding on all visable edges. Color & hardware to match existing, coordinate with owner. Contractor shall submit casework shop drawings to Architect for approval. GENERAL CASEWORK NOTES 1 ' - 8 " 2 ' - 3 1 /8 " 2 ' - 5 " 2 ' - 1 0 " 3 ' - 8 " 4 ' - 0 " 3 ' - 1 0 " 5 ' - 4 " 6 ' - 1 0 " 3 ' - 4 " 3 ' - 6 " 1 3/8" 3' - 6"1' - 0" 1' - 1"3' - 2" 2 ' - 1 1 " 1 1 /2 " M I N . 6"3' - 0" 1' - 6" 1' - 6" 2 ' - 0 "3 ' - 8 " SIDE WALL OF STALL TOILET PAPER DISPENSER NAPKIN DISPOSAL 1 ' - 6 " REAR WALL OF STALL B.O. REFLECTIVE SURFACE SOAP DISPENSER TOWEL DISPENSER TOWEL DISPENSER / WASTE RECEPTACLE TO ENSURE FORWARD REACH NOTE: DIMENSIONS SHOWN ARE TO FINISHED WALL LAVATORY ACCESORIES Level 1 0" 8 1/4"2'-0"2'-0"2'-0"3" 3 '-0 " 2 '-0 " 3 '-0 " 8 1/4"2'-0"2'-0"2'-0"3" VINYL WALL PROTECTION. MATCH EXISTING. CLINICAL HOPPER SINK. REINSTALLED EXISTING FIXTURE. CASEWORK. MATCH EXISTING. 8'-0" 1" 6 " 2X TREATED WOOD BLOCKING. IMPACT RESISTANT VINYL / ACRYLIC FACE PLATE. SHOCK-ABSORBING CUSHION. MANUFACTURERS RECOMMENDED FASTENERS. ***MATCH EXISTING CRASH RAIL. 1 1/2"1 1/2" 2X TREATED WOOD BLOCKING. IMPACT RESISTANT VINYL / ACRYLIC FACE PLATE. ALUMINUM HANDRAIL BRACKET @ 4'-0" O.C. MAX. MANUFACTURERS RECOMMENDED FASTENERS. 6 " ALUMINUM RETAINER PLATE. ***MATCH EXISTING HAND / CRASH RAIL. Level 1 0" 4 '-6 " 3'-0" C L . O F M U L L I O N 6 '-0 " MONITOR. PROVIDE BLOCKING IN WALL. SHARPS INFILL EXISTING WINDOW OPENING TO CL. OF EXISTING HORIZONTAL MULLION (6'-0" AFF, V.I.F.). PROVIDE BLACKOUT PRIVACY FILM ON INSIDE FACE OF COVERED GLAZING. MEDICAL DEVICES. MATCH EXISTING. COORDINATE W/ OWNER. BED PROVIDE OUTLET, MOUNTING BRACKET, BLOCKING AND NEW TV MONITOR (ADJACENT WALL). COORDINATE LOCATION W/ OWNER. MATCH EXISTING HOLDING ROOM CASEWORK. Level 1 0" 2'-0"2'-0"2'-0" 1'-0 1/8" 1'-3" 2 '-2 " 1 0 " 1 '-8 " 2 '-6 " FILLER PANEL Level 1 0' - 0" Level 1 0" 3'-0"3'-0" 3'-0"3'-0" 3 '-0 " 1 '-8 " 2 '-6 " FILLER PANEL 2'-0" 2'-0" Level 1 0' - 0" 5 Level 1 0" 3 /4 " 3 /4 " 1 1 3 /4 " 3 /4 " 5 " 3 /4 " 1 '-8 1 /4 " 8 " 5"7" 4 " 4 " 2 '-6 " 2'-1" 4 " 2 '-1 1 " 1 '-2 " 2 '-1 0 " MATCH EXISTING MATCH EXISTING WOOD TRIM AND LAMINATE REVEALS. COORDINATE WITH DEMO CONTRACTOR PRIOR TO REMOVAL OF EXISTING RECEPTION DESK. NEW BUTT GLAZED TEMPERED GLAZING, RECESSED AT TOP AND BOTTOM. PLASTIC LAMINATE ON PARTICLE BOARD SUBSTRATE. WITH VINYL EDGE BANDING AND PVC T-MOLD. MATCH EXISTING, COORDINATE WITH DEMO CONTRACTOR PRIOR TO REMOVAL OF EXISTING RECEPTION DESK. Level 1 0' - 0" Level 1 0" 4 " 4 '-1 " 5 " 3 /4 " 1 '-8 1 /4 " 8 " 1'-0" 2'-1" 2 '-6 1 /4 " 4 " 2 '-1 0 " MATCH EXISTING MATCH EXISTING WOOD TRIM AND LAMINATE REVEALS. COORDINATE WITH DEMO CONTRACTOR PRIOR TO REMOVAL OF EXISTING RECEPTION DESK. NEW LOCKABLE SLIDING GLASS TRANSACTION WINDOW WITH RECESSED TRACKS. PLASTIC LAMINATE ON PARTICLE BOARD SUBSTRATE. WITH VINYL EDGE BANDING AND PVC T-MOLD. MATCH EXISTING, COORDINATE WITH DEMO CONTRACTOR PRIOR TO REMOVAL OF EXISTING RECEPTION DESK. Level 1 0' - 0" Level 1 0" 12 A-401 3'-1 1/4"1/2"EQ.EQ.1/2"3'-3"1/2"3'-0 5/8" MATCH EXISTING WOOD MILLWORK (TYP.). MATCH EXISTING LAMINATE REVEAL (TYP.). MATCH EXISTING 1/2" TEMPERED GLAZING (FRAMELESS). MATCH EXISTING WOOD MILLWORK. 3/4"2'-11 1/2"3/4"3'-4 1/2"3/4"3'-2 1/4"3/4" 3'-3" Level 1 0" 8 A-401 10 3/4"1/2"3'-4 1/2"1/2"3'-4 1/2" 10 5/8" 3/4"3'-4 1/4"3/4" MATCH EXISTING WOOD MILLWORK. MATCH EXISTING 1/2" TEMPERED GLAZING (FRAMELESS). MATCH EXISTING WOOD MILLWORK (TYP.). MATCH EXISTING LAMINATE REVEALS (TYP.) Level 1 0" EQ.3/4"EQ. MATCH EXISTING WOOD MILLWORK. MATCH EXISTING 1/2" TEMPERED GLAZING (FRAMELESS). MATCH EXISTING WOOD MILLWORK (TYP.) MATCH EXISTING LAMINATE REVEALS (TYP.) SHEET NUMBER DR A W N B Y : CH E C K E D B Y : DA T E : A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y DE S I G N E D B Y : PR O J E C T # : S C A L E : A S N O T E D THESE DRAWINGS, SPECIFICATIONS AND ALLCOPIES THEREOF ARE AND SHALL REMAIN THEPROPERTY OF DKGR, LLC. THEY SHALL BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARENOT TO BE USED ON ANY OTHER PROJECT OR WORK WITHOUT PRIOR WRITTEN PERMISSION FROM DKGR, LLC. DISCLAIMER revisions project information CERTIFICATION DKGR, LLC 55 MONUMENT CIRCLE, #816 Indianapolis, In 46204 p − 317.614.0053 f − 317.632.3662 www.dkgrar.com CONTRACTOR SHIEL SEXTON 902 NORTH CAPITOL AVE. Indianapolis, In 46204 p − 317.423.6000 f − 317.423.6300 A- 4 0 1 EN L A R G E D F L O O R PL A N S & E L E V A T I O N S TH E S U R G E R Y C E N T E R O F CA R M E L - R E N O V A T I O N 12 1 8 8 A N M E R I D I A N S T . CA R M E L , I N 4 6 0 3 2 Au t h o r Ch e c k e r 11 . F E B . 2 0 1 5 De s i g n e r 20 1 4 − 0 1 0 1/4" = 1'-0"A-401 MED. RECORDS CASEWORK ELEVATION3 1/4" = 1'-0" TYPICAL MOUNTING HEIGHTS 1/4" = 1'-0"A-401 SOILED UTILITY ELEVATION5 3" = 1'-0"A-401 CRASH RAIL DETAIL9 3" = 1'-0"A-401 HANDRAIL / CRASH RAIL DETAIL10 1/4" = 1'-0"A-401 TYPICAL HOLDING ROOM ELEVATION4 1/4" = 1'-0"A-401 WORK RM. - NORTH ELEV.1 1/4" = 1'-0"A-401 WORK RM. - EAST ELEV.2 3/4" = 1'-0"A-401 RECEPTION DESK - TYPICAL8 3/4" = 1'-0"A-401 RECEPTION DESK - TRANSACTION WINDOW12 1/2" = 1'-0"A-401 RECEPTION DESK ELEVATION - FRONT6 1/2" = 1'-0"A-401 RECEPTION DESK ELEVATION - SIDE7 1/2" = 1'-0"A-401 RECEPTION DESK ELEVATION - CORRIDOR11 # DESCRIPTION DATE A B S E E S C H E D . SEE SCHED. TYP. 2" F1 TG. *PROVIDE FIRE GLASS IN ALL RATED DOORS.* 4 '-0 " 2 '-0 " 4"6" C TG 6"SCHED.6" 3 '-6 " 3 '-0 " 6 " F2 5'-0" 4 '-5 " 2 " 2 " 2" MATERIAL LEGEND STL STEEL HM HOLLOW METAL AL ALUMINUM HCW HOLLOW CORE WOOD VENEER DOOR (REFER FINISH PLAN FOR COLOR/ TYPE) SCW SOLID CORE WOOD VENEER DOOR (REFER FINISH PLAN FOR COLOR/ TYPE) TG TEMPERED GLASS IG INSULATED GLASS EX EXISTING LAM LAMINATED GLASS A. ALL HARDWARD TO BE PROVIDED BY CONTRACTOR. GENERAL HARDWARE NOTES GLAZING SCHEDULE HARDWARE SETS SET #1 EACH DOOR SHALL HAVE: 4 EA. - HINGES. 1 EA. - LEVER LATCHSET (PASSAGE FUNCTION) 1 EA. - SILENCER. 1 EA. - WALL STOP. 2 EA. - KICKPLATE. 1 EA. - OVERHEAD CLOSER. SET #2 EACH DOOR SHALL HAVE: 4 EA. - HINGES. 1 EA. - LEVER LATCHSET (CLASSROOM). 1 EA. - SILENCER. 1 EA. - WALL STOP. SET #3 EACH DOOR SHALL HAVE: 4 EA. - HINGES. 1 EA. - LEVER LATCHSET (PASSAGE). 1 EA. - WALL STOP. 1 EA. - SILENCER. 1 EA. - KICKPLATE 1 EA. - OVERHEAD CLOSER 1 EA. - OVERHEAD MAGNETIC HOLD-OPEN TIED TO SMOKE DETECTION / FIRE ALARM SYSTEM. 1/4" CLEAR TEMPERED GLAZINGTG DOOR SCHEDULE COMMENTS 1. SUBMIT ALL DOOR HARDWARE TO ARCHITECT FOR REVIEW. SET #4 EACH DOOR SHALL HAVE: 3 EA. - HINGES. 1 EA. - LEVER LATCHSET (STORAGE) 1 EA. - SILENCER. 1 EA. - WALL STOP. 2 EA. - KICKPLATE. SET #5 EACH DOOR SHALL HAVE: 3 EA. - HINGES. 1 EA. - LEVER LATCHSET (STORAGE). 1 EA. - SILENCER. 1 EA. - WALL STOP. SET #6 EACH DOOR SHALL HAVE: 3 EA. - HINGES. 1 EA. - LEVER LATCHSET (PASSAGE). 1 EA. - WALL STOP. 1 EA. - SILENCER. SET #7 EACH DOOR SHALL HAVE: 3 EA. - HINGES. 1 EA. - LEVER LATCHSET (PRIVACY). 1 EA. - WALL STOP. 1 EA. - SILENCER SET #8 EACH DOOR SHALL HAVE: 3 EA. - HINGES. 1 EA. - LEVER LATCHSET (CLASSROOM) 1 EA. - SILENCER. 1 EA. - WALL STOP. 1 EA. - OVERHEAD CLOSER SET #9 EACH DOOR SHALL HAVE: RELOCATED SLIDING DOOR. SET #10 EACH DOOR SHALL HAVE: 4 EA. - HINGES 1 EA. - LATCHSET TO MATCH EXISTING DOUBLE DOORS. 1 EA. - WALL STOP 2 EA. - KICK PLATE 1 EA. - AUTOMATIC OPERATOR W/ SAFETY SENSOR AND SELF CLOSER. 1 EA. - SILENCER. SET #11 EACH DOOR SHALL HAVE: 4 EA. - HINGES 1 EA. - LEVER LATCHSET (CLASSROOM) 1 EA. - WALL STOP 1 EA. - SILENCER 1 EA. - KICKPLATE 1 EA. - OVERHEAD CLOSER PLANS SEE 1/2"1/2" INT. GWB, 5/8" TYPE X EACH SIDE METAL STUD BOX BEAM JOINT SEALANT (BOTH SIDES) PAINTED, HOLLOW METAL FRAME PLANS SEE 1/2"1/2" PAINTED HOLLOW METAL FRAME JOINT SEALANT (BOTH SIDES) METAL STUD BOX BEAM INT GWB, 5/8" TYPE X EACH SIDE PLANS SEE METAL STUD BOX BEAM INT GWB, 5/8" TYPE X EACH SIDE SHIM AS REQ. JOINT SEALANT W/ BACKER ROD (BOTH SIDES) ALUMINUM STOREFRONT FRAME & DOOR. PLANS SEE INT. GWB, 5/8" TYPE X EACH SIDE METAL STUD BOX BEAM SHIM AS REQ. JOINT SEALANT AND BACKER ROD (BOTH SIDES) ALUMINUM STOREFRONT FRAME & DOOR. SHEET NUMBER DR A W N B Y : CH E C K E D B Y : DA T E : A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y DE S I G N E D B Y : PR O J E C T # : S C A L E : A S N O T E D THESE DRAWINGS, SPECIFICATIONS AND ALLCOPIES THEREOF ARE AND SHALL REMAIN THEPROPERTY OF DKGR, LLC. THEY SHALL BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARENOT TO BE USED ON ANY OTHER PROJECT OR WORK WITHOUT PRIOR WRITTEN PERMISSION FROM DKGR, LLC. DISCLAIMER revisions project information CERTIFICATION DKGR, LLC 55 MONUMENT CIRCLE, #816 Indianapolis, In 46204 p − 317.614.0053 f − 317.632.3662 www.dkgrar.com CONTRACTOR SHIEL SEXTON 902 NORTH CAPITOL AVE. Indianapolis, In 46204 p − 317.423.6000 f − 317.423.6300 A- 6 0 0 DO O R & F R A M E SC H E D U L E TH E S U R G E R Y C E N T E R O F CA R M E L - R E N O V A T I O N 12 1 8 8 A N M E R I D I A N S T . CA R M E L , I N 4 6 0 3 2 Au t h o r Ch e c k e r 11 . F E B . 2 0 1 5 De s i g n e r 20 1 4 − 0 1 0 DOOR SCHEDULE MARK PANEL FRAME LABEL HARDWARE MARKTYPE MATERIAL GLAZING SIZE TYPE MATERIAL GLAZINGHW T H 1101 C SCW TG 7'-0" 4'-0" 1 3/4" F1 HM - -- 2 1101 1106 B SCW TG 7'-0" 3'-0" 1 3/4" F1 HM - - 6 1106 1107 A SCW TG 7'-0" 3'-0" 1 3/4" F1 HM - - 6 1107 1108 A HM - 7'-0" 3'-0" 1 3/4" F1 HM - - 5 1108 1111 A HM - 7'-0" 3'-0" 1 3/4" F1 HM - - 4 1111 1116 EXIST AL EXIST 7'-2" 9'-0" 2" EXIST AL EXIST - 9 1116 1129 C HM TG 7'-0" 4'-0" 1 3/4" F1 HM - - 1 1129 1130 A HM - 7'-0" 3'-0" 1 3/4" F1 HM - - 4 1130 1131 HM TG 7'-0" 7'-4" 1 3/4" F1 HM - - 10 1131 1138 A HM - 7'-0" 3'-0" 1 3/4" F1 HM - - 7 1138 1406 A HM - 7'-0" 3'-0" 1 3/4" F1 HM - - 8 1406 1410 C HM TG 7'-0" 4'-0" 1 3/4" F1 HM - -- 11 1410 1411 B HM FG 7'-0" 4'-0" 1 3/4" F1 HM - 1HR 3 1411 1/4" = 1'-0" DOOR PANEL & FRAME ELEVATIONS 1 1/2" = 1'-0"A-600 HEAD DETAIL - HM1 1 1/2" = 1'-0"A-600 JAMB DETAIL - HM2 1 1/2" = 1'-0"A-600 JAMB DETAIL - AL3 1 1/2" = 1'-0"A-600 HEAD DETAIL - AL4 # DESCRIPTION DATE REF. REF. 11.3 A 11 10.8 10 9 12 12.1 B C C.4 C.6 D D.3 8 8"x6" EX 24"x20" RA 16"x12" SA 10"ø SA 16 " x 1 2 " S A 16 " x 1 2 " S A 16 " x 1 2 " S A 10"x10" SA 10"ø SA 10"x10" SA 16 " x 1 2 " S A 24 " x 2 2 " R A 18 " x 1 8 " R A 16"x16" RA 60"x28" RA 40"x16" RA 26"x16" SA 38"x16" SA 50"x28" SA 24"x20" SA 20"x20" SA 16"x16" SA 14"x12" SA 1 2 " x 1 2 " R A 1 2 "x 1 2 " R A 12 " x 1 2 " R A 1 0 " x 1 0 " R A 12 " x 4 " 12 " x 4 " 12 " x 4 " 12"x10" 12"x12" EX 10"x10" 10"x8" 10 " x 8 " 6"x6" 6" x 6 " 6" x 4 " 12 " ø S A 12 " ø S A 24 " x 1 2 " R A 16 " x 1 6 " R A 6" x 6 " 6" x 4 " 6" ø 6" ø 6" ø 6" ø 6" ø 46"x16" 12 " x 4 " 6" ø S A 24 " x 1 2 " 12"x12" 11 2 2 2 2 2 3 3 2 2 2 2 R D No. PE19500284 NENOISS AL EF O R P D STATE OF NI I A N A E R G I N E SIGE T ERE M A RKMONTGOM E R Y SHEET NUMBER SHEET NUMBER SHEET NUMBER SHEET NUMBER DR A W N B Y : CH E C K E D B Y : DA T E : A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y DE S I G N E D B Y : PR O J E C T # : SC A L E : A S N O T E D A S N O T E D A S N O T E D A S N O T E D THESE DRAWINGS, SPECIFICATIONS AND ALL COPIES THEREOF ARE AND SHALL REMAIN THE PROPERTY OF DKGR, LLC. THEY SHALL BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT OR WORK WITHOUT PRIOR WRITTEN PERMISSION FROM DKGR, LLC. DISCLAIMER DISCLAIMER DISCLAIMER DISCLAIMER project information project information project information project information CERTIFICATION CERTIFICATION CERTIFICATION CERTIFICATION DKGR, LLC DKGR, LLC DKGR, LLC DKGR, LLC 55 MONUMENT CIRCLE, #816 55 MONUMENT CIRCLE, #816 55 MONUMENT CIRCLE, #816 55 MONUMENT CIRCLE, #816 Indianapolis, In 46204 Indianapolis, In 46204 Indianapolis, In 46204 Indianapolis, In 46204 p − 317.614.0053 p − 317.614.0053 p − 317.614.0053 p − 317.614.0053 f − 317.632.3662 f − 317.632.3662 f − 317.632.3662 f − 317.632.3662 www.dkgrar.com www.dkgrar.com www.dkgrar.com www.dkgrar.com revisions revisions revisions revisions developer developer developer developer MD 1 0 2 SU R G E R Y S U I T E DE M O L I T I O N F L O O R PL A N SU R G E R Y C E N T E R O F CA R M E L 12 1 8 8 N M E R I D I A N S T . CA R M E L , I N 4 6 0 3 2 LD F LD F LD F LD F MA M MA M MA M MA M 02 . 1 1 . 2 0 1 5 02 . 1 1 . 2 0 1 5 02 . 1 1 . 2 0 1 5 02 . 1 1 . 2 0 1 5 MA M MA M MA M MA M C8 0 − 1 8 3 7 C8 0 − 1 8 3 7 C8 0 − 1 8 3 7 C8 0 − 1 8 3 7 1/4" = 1'-0" 1 MD102 SURGERY SUITE DEMOLITION FLOOR PLAN PLAN NOTES 1 DISCONNECT DUCTWORK AND MOVE ABOVE ALL OTHER DUCTWORK AS HIGH AS POSSIBLE. 2 DEMO EXISTING DIFFUSER AND DUCT. CAP TAP OPENING. 3 DEMO EXISTING DIFFUSER AND DUCT AS REQUIRED. ## ## DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION DATE DATE DATE DATE REF. A B C C.4 877.7 7.3 6.8 6 6.2 5.7 54 CD-1 0 CFM CD-1 115 CFM CD-1 0 CFM 22"x16" RA 24 " x 1 2 " R A 8"ø SA 12"x12" SA 14"x12" SA 16"x12" SA 12"ø SA 18"x18" SA 12 " ø S A 16"x12" SA 12"x12" SA 10"x10" SA 10"ø SA 7" ø S A 10 " ø S A 8"ø SA 7"ø SA 6"ø SA 1 2 1 3 4 1 1 5 33 5 1 1 1 5 5 R D No. PE19500284 NENOISS AL EF O R P D STATE OF NI I A N A E R G I N E SIGE T ERE M A RKMONTGOM E R Y SHEET NUMBER SHEET NUMBER SHEET NUMBER SHEET NUMBER DR A W N B Y : CH E C K E D B Y : DA T E : A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y DE S I G N E D B Y : PR O J E C T # : SC A L E : A S N O T E D A S N O T E D A S N O T E D A S N O T E D THESE DRAWINGS, SPECIFICATIONS AND ALL COPIES THEREOF ARE AND SHALL REMAIN THE PROPERTY OF DKGR, LLC. THEY SHALL BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT OR WORK WITHOUT PRIOR WRITTEN PERMISSION FROM DKGR, LLC. DISCLAIMER DISCLAIMER DISCLAIMER DISCLAIMER project information project information project information project information CERTIFICATION CERTIFICATION CERTIFICATION CERTIFICATION DKGR, LLC DKGR, LLC DKGR, LLC DKGR, LLC 55 MONUMENT CIRCLE, #816 55 MONUMENT CIRCLE, #816 55 MONUMENT CIRCLE, #816 55 MONUMENT CIRCLE, #816 Indianapolis, In 46204 Indianapolis, In 46204 Indianapolis, In 46204 Indianapolis, In 46204 p − 317.614.0053 p − 317.614.0053 p − 317.614.0053 p − 317.614.0053 f − 317.632.3662 f − 317.632.3662 f − 317.632.3662 f − 317.632.3662 www.dkgrar.com www.dkgrar.com www.dkgrar.com www.dkgrar.com revisions revisions revisions revisions developer developer developer developer MD 1 0 1 SU R G E R Y S U I T E DE M O L I T I O N F L O O R PL A N SU R G E R Y C E N T E R O F CA R M E L 12 1 8 8 N M E R I D I A N S T . CA R M E L , I N 4 6 0 3 2 LD F LD F LD F LD F MA M MA M MA M MA M 02 . 1 1 . 2 0 1 5 02 . 1 1 . 2 0 1 5 02 . 1 1 . 2 0 1 5 02 . 1 1 . 2 0 1 5 MA M MA M MA M MA M C8 0 − 1 8 3 7 C8 0 − 1 8 3 7 C8 0 − 1 8 3 7 C8 0 − 1 8 3 7 1/4" = 1'-0" 1 SURGERY SUITE FLOOR PLAN PLAN NOTES 1 DEMO EXISTING DIFFUSER AND DUCT. CAP TAP OPENING. 2 DEMO EXISTING EXHUST FAN AND CAP DUCT. 3 RELOCATE DIFFUSER SEE M101 FOR LOCATION. 4 REMOVE RETURN GRILLE. 5 DEMO EXISTING DIFFUSER AND DUCT AS REQUIRED. ## ## DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION DATE DATE DATE DATE A B C C.4 877.7 7.3 6.8 6 6.2 5.7 54 CD-1 115 CFM 8" ø S A 8" ø S A CD-1 115 CFM ECR-2 500 CFM RG-2 80 CFM RG-2 80 CFM RG-2 80 CFM CD-1 100 CFM CD-1 100 CFM CD-1 100 CFM 10 " ø S A 12"x8" RA 12 " x 4 " R A CD-1 115 CFM CD-1 115 CFM 8"ø SA 22"x16" RA 12 " x 4 " R A 24 " x 1 2 " R A 8"ø SA 12"x12" SA 14"x12" SA 16"x12" SA 12"ø SA 18"x18" SA 12 " ø S A 16"x12" SA 12"x12" SA 10"x10" SA 7" ø S A 10 " ø S A 8"ø SA 7"ø SA 6"ø SA INTERVIEW 1106 CONSULT 1107 STOR. 1108 HOLDING #15 1109 HOLDING #16 1110 HOLDING #1 1117 SOILED HOLIDNG 1111 HOLDING #11 1112 HOLDING #12 1116 WAITING 1101 WAITING 1101 WAITING 1101 CHILDRENS PLAY AREA 1102 MEDICAL RECORDS 1406 RECEPTION 1103 CORRIDOR 1410 OFFICE 1407 OFFICE 1408 OPEN OFFICE 1405 WORK RM. 1105 CHANGING/HOLDING 14 1114 CHANGING/HOLDING 13 1115 CD-1 115 CFM 6" ø S A 8" ø S A 12"x4" RA 12 " x 8 " R A RG-2 90 CFM RG-2 90 CFM CD-1 60 CFM 12"x4" RA ECR-2 1 24 " x 1 2 " R A 7" ø S A 2 10 " ø S A 3 R D No. PE19500284 NENOISS AL EF O R P D STATE OF NI I A N A E R G I N E SIGE T ERE M A RKMONTGOM E R Y SHEET NUMBER SHEET NUMBER SHEET NUMBER SHEET NUMBER DR A W N B Y : CH E C K E D B Y : DA T E : A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y DE S I G N E D B Y : PR O J E C T # : SC A L E : A S N O T E D A S N O T E D A S N O T E D A S N O T E D THESE DRAWINGS, SPECIFICATIONS AND ALL COPIES THEREOF ARE AND SHALL REMAIN THE PROPERTY OF DKGR, LLC. THEY SHALL BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT OR WORK WITHOUT PRIOR WRITTEN PERMISSION FROM DKGR, LLC. DISCLAIMER DISCLAIMER DISCLAIMER DISCLAIMER project information project information project information project information CERTIFICATION CERTIFICATION CERTIFICATION CERTIFICATION DKGR, LLC DKGR, LLC DKGR, LLC DKGR, LLC 55 MONUMENT CIRCLE, #816 55 MONUMENT CIRCLE, #816 55 MONUMENT CIRCLE, #816 55 MONUMENT CIRCLE, #816 Indianapolis, In 46204 Indianapolis, In 46204 Indianapolis, In 46204 Indianapolis, In 46204 p − 317.614.0053 p − 317.614.0053 p − 317.614.0053 p − 317.614.0053 f − 317.632.3662 f − 317.632.3662 f − 317.632.3662 f − 317.632.3662 www.dkgrar.com www.dkgrar.com www.dkgrar.com www.dkgrar.com revisions revisions revisions revisions developer developer developer developer M1 0 1 SU R G E R Y S U I T E FL O O R P L A N SU R G E R Y C E N T E R O F CA R M E L 12 1 8 8 N M E R I D I A N S T . CA R M E L , I N 4 6 0 3 2 LD F LD F LD F LD F MA M MA M MA M MA M 02 . 1 1 . 2 0 1 5 02 . 1 1 . 2 0 1 5 02 . 1 1 . 2 0 1 5 02 . 1 1 . 2 0 1 5 MA M MA M MA M MA M C8 0 − 1 8 3 7 C8 0 − 1 8 3 7 C8 0 − 1 8 3 7 C8 0 − 1 8 3 7 GENERAL NOTES 1 ALL DUCT TO BE CONSTRUCTED PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS. 2 LIMIT FLEXIBLE DUCT RUNS TO 6’ MANIMUM. 3 INSTALL ALL EQUIPMENT, DUCTWORK, AND CONTROLS PER INTERNATIONAL MECHANICAL CODE WITH INDIANA AMMENDMENTS. 4 ALL SUPPLY DUCT TO BE INSULATED PER INDIANA ENERGY CONSERVATION CODE. 5 ALL MATERIALS USED WITHIN A PLENUM SHALL BE NON-COMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84. PLAN NOTES 1 RELOCATED SUPPLY DIFFUSER. 2 ENLARGE 6" TAKE-OFF TO 8". 3 BALANCING DAMPER IN THE VERTICAL. 1/4" = 1'-0" 1 SURGERY SUITE FLOOR PLAN ## ## DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION DATE DATE DATE DATE 11.3 A 11 10.8 10 9 12 12.1 B C C.4 C.6 D D.3 8 8"x6" EX 24"x20" RA 10"ø SA 16 " x 1 2 " S A 16 " x 1 2 " S A 16 " x 1 2 " S A 10"x10" SA 10"ø SA 10"x10" SA 16 " x 1 2 " S A 24 " x 2 2 " R A 18 " x 1 8 " R A 16 " x 1 2 " S A 16"x16" RA 60"x28" RA 40"x16" RA 26"x16" SA 38"x16" SA 50"x28" SA 24"x20" SA 20"x20" SA 16"x16" SA 14"x12" SA 1 2 " x 1 2 " R A 1 2 "x 1 2 " R A 12"x12" EX 12 " ø S A 24 " x 1 2 " R A 16 " x 1 6 " R A 6" ø S A 6"ø EX 8"ø EX 8" ø E X 8"ø EX 10"x8" EX 10 " x 1 0 " E X 10"x10" EX 46"x16" RA 16"x12" SA 12 " ø S A 8" ø S A 8" ø S A 8" ø S A 8" ø S A 8" ø S A 8" ø S A 8 "ø S A 8" ø S A 24 " x 1 2 " R A 8" ø E X CD-1 100 CFM ER-1 100 CFM ORD-1 150 CFM VAV-14 12"x12" RA 16"x12" SA 20"x18" RA 12"x12" RA H-8 1 2 3 4 VAV-11 5 6 TS HS ER-1 100 CFM ER-1 75 CFM RG-1 500 CFM 12 " x 1 2 " R A 12 " x 1 2 " R A 6" ø E X 12 " ø S A (TYPICAL OF 8) 24 " x 1 2 " R A 12"x12" RA 14 " x 1 2 " R A 12"x10" RA 12"x8" RA 12"x4" RA 12 " x 4 " R A 12 " x 4 " R A 12 " x 4 " R A 12 " x 4 " R A 12 " x 4 " R A 12"x4" RA 12 " x 4 " R A 12"x4" RA 24 " x 1 2 " R A 32 " x 1 2 " R A 12"x12" SA 8" ø S A 8" ø S A 8" ø S A 8"ø SA 10 " ø S A 12 " ø S A 14 " x 1 2 " S A 12 " x 1 2 " S A 12"x12" SA 10"x12" SA 10"x10" SA 10"x8" SA 8"x8" SA 8"x6" SA 6" ø S A 6" ø S A 6" ø S A 6" ø S A 6" ø S A 6" ø S A 10"ø SA 10 " ø S A 6"ø SA 10 " ø S A 7" ø S A 12"x12" EX 12 " x 1 2 " E X 6"ø S A 6 "ø S A 77 8 9 18 " x 1 4 " S A 12 " x 1 2 " E X 12 " x 1 0 " S A 16 " x 1 2 " S A 16 " x 1 6 " R A 10 " x 8 " E X 16"x12" SA 16"x14" SA 14"x12" SA 10"x10" SA 7"ø SA 2 4 " x 1 2 " R A 12 " x 1 2 " R A 1 0 " x 1 0 " R A 1 0 " x 1 0 " R A 1 0 " x 1 0 " R A 24 " x 1 2 " R A 12 " ø S A 12 " ø S A 24 " x 1 2 " R A 20"ø SA 8" ø S A 6" ø S A 7" ø S A 10 " ø S A 10 " ø S A 10 " ø S A 7"ø SA HOLDING #1 1117 HOLDING #2 1118 HOLDING #3 1119 HOLDING #4 1120 HOLDING #5 1121 HOLDING #6 1122 HOLDING #7 1123 STORAGE 1124 CORRIDOR 1113 CORRIDOR 1113 PATIENT TOILET 1139 PATIENT TOILET 1138 CLEAN SUPPLY / MEDS 1136 WHEEL CHAIR 1137 CORRIDOR 1113 NEW O.R. #5 1129 SOILED WORK 1130 HOLDING #10 1128 ANESTH. NURSE 1150 HOLDING #9 1127 HOLDING #8 1126 STEP DOWN RECOVERY 1125 STAFF LOUNGE 1147 ASC MED GAS 1146 STAIR 1 FERTILITY GAS 2173 SOILED HOLDING 1152 VESTIBULE 1153 ANESTH. STORAGE 1154 EXISTING O.R. #4 1163 EXISTING O.R. #3 1162 EXISTING O.R. #2 1161 EXISTING O.R. #1 1160 SEMI-RESTRICTED CORRIDOR 1154 CUST. 1158 14 " ø S A 10 " ø S A RG-1 500 CFM 2 R D No. PE19500284 NENOISS AL EF O R P D STATE OF NI I A N A E R G I N E SIGE T ERE M A RKMONTGOM E R Y SHEET NUMBER SHEET NUMBER SHEET NUMBER SHEET NUMBER DR A W N B Y : CH E C K E D B Y : DA T E : A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y DE S I G N E D B Y : PR O J E C T # : SC A L E : A S N O T E D A S N O T E D A S N O T E D A S N O T E D THESE DRAWINGS, SPECIFICATIONS AND ALL COPIES THEREOF ARE AND SHALL REMAIN THE PROPERTY OF DKGR, LLC. THEY SHALL BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT OR WORK WITHOUT PRIOR WRITTEN PERMISSION FROM DKGR, LLC. DISCLAIMER DISCLAIMER DISCLAIMER DISCLAIMER project information project information project information project information CERTIFICATION CERTIFICATION CERTIFICATION CERTIFICATION DKGR, LLC DKGR, LLC DKGR, LLC DKGR, LLC 55 MONUMENT CIRCLE, #816 55 MONUMENT CIRCLE, #816 55 MONUMENT CIRCLE, #816 55 MONUMENT CIRCLE, #816 Indianapolis, In 46204 Indianapolis, In 46204 Indianapolis, In 46204 Indianapolis, In 46204 p − 317.614.0053 p − 317.614.0053 p − 317.614.0053 p − 317.614.0053 f − 317.632.3662 f − 317.632.3662 f − 317.632.3662 f − 317.632.3662 www.dkgrar.com www.dkgrar.com www.dkgrar.com www.dkgrar.com revisions revisions revisions revisions developer developer developer developer M1 0 2 SU R G E R Y S U I T E FL O O R P L A N SU R G E R Y C E N T E R O F CA R M E L 12 1 8 8 N M E R I D I A N S T . CA R M E L , I N 4 6 0 3 2 LD F LD F LD F LD F LD F LD F LD F LD F 02 . 1 1 . 2 0 1 5 02 . 1 1 . 2 0 1 5 02 . 1 1 . 2 0 1 5 02 . 1 1 . 2 0 1 5 MA M MA M MA M MA M C8 0 − 1 8 3 7 C8 0 − 1 8 3 7 C8 0 − 1 8 3 7 C8 0 − 1 8 3 7 1/4" = 1'-0" 1 SURGERY SUITE FLOOR PLAN GENERAL NOTES 1 ALL DUCT TO BE CONSTRUCTED PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS. 2 LIMIT FLEXIBLE DUCT RUNS TO 6’ MANIMUM. 3 INSTALL ALL EQUIPMENT, DUCTWORK, AND CONTROLS PER INTERNATIONAL MECHANICAL CODE WITH INDIANA AMMENDMENTS. 4 ALL SUPPLY DUCT TO BE INSULATED PER INDIANA ENERGY CONSERVATION CODE. 5 ALL MATERIALS USED WITHIN A PLENUM SHALL BE NON-COMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84. PLAN NOTES 1 DISCONNECT DUCTWORK. ADD OFFSET TO RAISE DUCTWORK TIGHT TO STEEL. 2 BALANCE OPERATING ROOM SUCH THAT SUPPLY VOLUME IS LARGER THAN RETURN VOLUME. RESULTING IN NET POSITIVE PRESSURE . 3 STEAM HUMIDIFIER DISPERSION 4 REMOTE KEYPAD FOR TS/HS CONTROL. 5 PROVIDE DUCTWORK TRANSITION CONNECT TO EXISTING DUCTWORK AT ORIGINAL ELEVATION. 6 REBALANCE VAV-11 TO 2,605 CFM. 7 CONNECT EXISTING GRILLES TO NEW RE-ROUTED DUCTWORK. 8 COORIDINATE LOCATION OF NEW STEAM GENERATOR WITH EXISTING EQUIPMENT. 9 CONNECT TO EXISTING EXHAUST DUCT. ## ## DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION DATE DATE DATE DATE R D No. PE19500284 NENOISS AL EF O R P D STATE OF NI I A N A E R G I N E SIGE T ERE M A RKMONTGOM E R Y SHEET NUMBER SHEET NUMBER SHEET NUMBER SHEET NUMBER DR A W N B Y : CH E C K E D B Y : DA T E : A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y A R C H I T E C T U R E | D E S I G N | S U S T A I N A B I L I T Y DE S I G N E D B Y : PR O J E C T # : SC A L E : A S N O T E D A S N O T E D A S N O T E D A S N O T E D THESE DRAWINGS, SPECIFICATIONS AND ALL COPIES THEREOF ARE AND SHALL REMAIN THE PROPERTY OF DKGR, LLC. THEY SHALL BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT OR WORK WITHOUT PRIOR WRITTEN PERMISSION FROM DKGR, LLC. DISCLAIMER DISCLAIMER DISCLAIMER DISCLAIMER project information project information project information project information CERTIFICATION CERTIFICATION CERTIFICATION CERTIFICATION DKGR, LLC DKGR, LLC DKGR, LLC DKGR, LLC 55 MONUMENT CIRCLE, #816 55 MONUMENT CIRCLE, #816 55 MONUMENT CIRCLE, #816 55 MONUMENT CIRCLE, #816 Indianapolis, In 46204 Indianapolis, In 46204 Indianapolis, In 46204 Indianapolis, In 46204 p − 317.614.0053 p − 317.614.0053 p − 317.614.0053 p − 317.614.0053 f − 317.632.3662 f − 317.632.3662 f − 317.632.3662 f − 317.632.3662 www.dkgrar.com www.dkgrar.com www.dkgrar.com www.dkgrar.com revisions revisions revisions revisions developer developer developer developer M6 0 1 ME C H A N I C A L SC H E D U L E S SU R G E R Y C E N T E R O F CA R M E L 12 1 8 8 N M E R I D I A N S T . CA R M E L , I N 4 6 0 3 2 LD F LD F LD F LD F MA M MA M MA M MA M 02 . 1 1 . 2 0 1 5 02 . 1 1 . 2 0 1 5 02 . 1 1 . 2 0 1 5 02 . 1 1 . 2 0 1 5 MA M MA M MA M MA M C8 0 − 1 8 3 7 C8 0 − 1 8 3 7 C8 0 − 1 8 3 7 C8 0 − 1 8 3 7 VARIABLE AIR VOLUME BOX W/ELECTRIC SCHEDULE UNIT NUMBER AREA SERVED MANUFACTURER MODEL CFM ENTERING AIR TEMP MIN. INLET STATIC PRESSURE INLET SIZE ELECTRICAL HEATING COIL SINGLE POINT CONNECTION DISCONNECT BY NOTES HEATING CFM kW LEAVING AIR TEMP. VOLTAGE/ PHASE STAGES VAV-14 OR #5 PRICE 10 1200 CFM 55 °F 0.15 in-wg 10" 1200 CFM 7.5 75 °F 277/1 3 YES DIV-16 1, 2, 3 HUMIDIFER SCHEDULE UNIT NUMBER AREA SERVED MANUFACT URER MODEL AIR VOLUME CFM HUMIDIFIER LOAD LBS/HR HUMIDIFIER CAPACITY LBS/HR VOLTAGE/ PHASE AMPS CONTROL INPUT SIGNAL DISPERSION METHOD ABSORPTIO N DISTANCE FINAL DUCT RELATIVE DB/% R.H. DUCT SIZE NOTES WIDTH LENGTH H-8 OR #5 DRI-STEEM VM-8 1200 CFM 19.5 24.0 480/3 14 A BY MFR ULTRA-SORB 10" 55/89 16" 12" 1, 2, 3, 4, 5, 6, 7 NOTES 1. MAXIMUM NC LEVEL 35. 2. PROVIDE PRICE DESV VAV BOX W/DIGITAL CONTROLS. PRESS. INDEPENDENT BOX W/VOLUME CONTROL, ELECTRIC HEAT CONTROLS AND 24 VAC OUTPUT. DUAL MIN. BOC, MIN. HEATING, MIN. COOLING. WARM UP CYCLE AND SETBACK. 3. BRANCH DUCT TO INLET OF BOX SHALL BE TWO INCHES LARGER THAN BOX INLET MINIMUM, IE. 8"ø BOX INLET REQUIRES 10"ø MINIMUM BRANCH DUCT TO BOX. NOTES 1. MODULATING HUMIDITY TRANSMITTER FURNISHED BY UNIT MANUFACTURER. INSTALLED IN SPACE PER MANUFACTURER RECOMMENDATONS BY TCC. 2. MODULATING HIGH LIMIT CONTROL BY UNIT MANUFACTURER. INSTALLED BY TCC. 3. AIR FLOW SWITCH FURNISHED BY UNIT MANUFACTURER. INSTALLED BY TCC. 4. DRAIN COOLER BY UNIT MANUFACTURER. 5. HUMIDIFIER TO BE SERVED FROM SOFTENED WATER SYSTEM. REFER TO "P" SHEETS. 6. THE MANUFACTURER'S REP SHALL VISIT THE JOBSITE PRIOR TO AND DURING INSTALLATION TO VERIFY PROPER INSTALLATION. 7. HUMIDITY TRANSMITTER AND TEMPERATURE SENSOR INSTALL ED IN OR ROOM. REMOTE KEYPAD INSTALLED IN CORRIDOR. AIR TERMINAL SCHEDULE MARK Count SYSTEM TYPE MANUFACTURER MODEL CFM RANGE FACE SIZE NECK SIZE MAXIMUM NOISE COEFFICIENT COLOR NOTES MIN MAX CD-1 8 Supply Air PRICE SMDA 50 CFM 140 CFM 6" x 6" 25 WHITE 1,2 CD-2 1 Supply Air PRICE EXISTING 0 CFM 0 CFM 24" x 24" 8"ø 25 WHITE 3 ORD-1 8 Supply Air PRICE LFD2SS 150 CFM 200 CFM 24" x 48" 8"ø 15 SS 1 ECR-2 2 Return Air PRICE EXISTING 0 CFM 900 CFM 24" x 12" 24"x12" 25 WHITE 3 RG-1 2 Return Air PRICE 735HDSS 0 CFM 500 CFM 10" X 26" 10"x26" 25 SS 1 RG-2 5 Return Air PRICE 535 0 CFM 450 CFM 12" x 12" 12"x12"25 WHITE 1. 2 ER-1 1 Exhaust Air PRICE 530 0 CFM 100 CFM 9 1/2" x 9 1/2"6"x6" 25 WHITE 1, 2 NOTES 1. PROVIDE PLASTER FRAMES FOR DIFFUSERS, REGISTERS, AND GRILLES INSTALLED IN GYPSUM DOARD. 2. PROVIDE FACTORY EXTENDED PANEL FOR ANY DIFFUSER WHICH IS SMALLER THAN THE GRID IN WHICH IT IS INSTALLED. 3. EXISTING DIFFUSER OR EGGCRATE RETURN GRILLE RELOCATED. ## ## DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION DATE DATE DATE DATE R E F . R E F . A S C M E D G A S 1 1 4 6 S O I L E D H O L D I N G 1 1 4 4 E L E C / M E C H 1 1 4 3 D A T A 1 1 4 2 C U S T . 1 1 4 1 S T O R A G E 1 1 2 4 S T A I R 1 F E R T I L I T Y G A S 2 1 7 3 S O I L E D H O L D I N G 1 1 5 2 V E S T I B U L E 1 1 5 3 E X I S T I N G O . R . # 4 1 1 6 3 E X I S T I N G O . R . # 3 1 1 6 2 E X I S T I N G O . R . # 2 1 1 6 1 E X I S T I N G O . R . # 1 1 1 6 0 B U L K R E C E I V I N G 1 1 7 1 S T E R I L E S U P P L Y 1 1 7 0 S U B - S T E R I L E 1 1 6 8 S T E R I L E 1 1 6 7 A S S E M B L Y 1 1 6 6 D E C O N T A M 1 1 6 5 S C O P E P R O C E S S 1 1 6 4 P R O C E D U R E 1 1 5 9 S T E R I L E C O R R I D O R 1 1 6 9 C U S T . 1 1 5 8 O F F I C E 1 1 5 7 W O R K 1 1 5 5 P A T H O L O G Y 1 1 5 6 WAITING1101 WORK RM.1105 CONSULT1107 H O L D I N G # 1 1 1 1 7 H O L D I N G # 2 1 1 1 8 H O L D I N G # 3 1 1 1 9 H O L D I N G # 4 1 1 2 0 H O L D I N G # 5 1 1 2 1 H O L D I N G # 6 1 1 2 2 H O L D I N G # 7 1 1 2 3 H O L D I N G # 8 1 1 2 6 H O L D I N G # 9 1 1 2 7 H O L D I N G # 1 0 1 1 2 8 P A T I E N T T O I L E T 1 1 3 9 P A T I E N T T O I L E T 1 1 3 8 C L E A N S U P P L Y / M E D S 1 1 3 6 W H E E L C H A I R 1 1 3 7 A N E S T H . N U R S E 1 1 5 0 S T E R I L E C O R R I D O R 1 1 5 1 A N E S T H . S T O R A G E 1 1 5 4 S T A I R 3 H O L D I N G # 1 6 1 1 1 0 H O L D I N G # 1 5 1 1 0 9 STOR.1108OFFICE1408OFFICE1407OPEN OFFICE1405 M E C H A N I C A L 1 1 7 6 RECEPTION1103 INTERVIEW1106CHILDRENS PLAYAREA1102 H O L D I N G # 1 2 1 1 1 6 H O L D I N G # 1 1 1 1 1 2 MEDICALRECORDS1406 S T A F F L O U N G E 1 1 4 7 S O I L E D W O R K 1 1 3 0 S O I L E D H O L I D N G 1 1 1 1 1114 S T E P D O W N R E C O V E R Y 1 1 2 5 C O R R I D O R 1 1 3 1 C O R R I D O R 1 1 1 3 CORRIDOR1410CHANGING/HOLDING 14 1 1 1 5 C H A N G I N G / H O L D I N G 1 3 G E N E R A L N O T E S : P L A N N O T E S : & - ) 4 . . % P-200 UNDER GROUND PLUMBING PLAN &< ,) ('$ &< & ' 5 % 4 + 2 6 + 1 0 & # 6 ' 1 / 8 " = 1 ' - 0 " P - 2 0 0 U N D E R G R O U N D P L U M B I N G P L A N 1 SURGERY CENTER OF CARMEL 12188 N MERIDIAN ST. CARMEL, IN 46032 & ' 5 % 4 + 2 6 + 1 0 & # 6 ' R E F . R E F . A S C M E D G A S 1 1 4 6 S O I L E D H O L D I N G 1 1 4 4 E L E C / M E C H 1 1 4 3 D A T A 1 1 4 2 C U S T . 1 1 4 1 S T O R A G E 1 1 2 4 S T A I R 1 F E R T I L I T Y G A S 2 1 7 3 S O I L E D H O L D I N G 1 1 5 2 V E S T I B U L E 1 1 5 3 E X I S T I N G O . R . # 4 1 1 6 3 E X I S T I N G O . R . # 3 1 1 6 2 E X I S T I N G O . R . # 2 1 1 6 1 E X I S T I N G O . R . # 1 1 1 6 0 B U L K R E C E I V I N G 1 1 7 1 S T E R I L E S U P P L Y 1 1 7 0 S U B - S T E R I L E 1 1 6 8 S T E R I L E 1 1 6 7 A S S E M B L Y 1 1 6 6 D E C O N T A M 1 1 6 5 S C O P E P R O C E S S 1 1 6 4 P R O C E D U R E 1 1 5 9 S T E R I L E C O R R I D O R 1 1 6 9 C U S T . 1 1 5 8 O F F I C E 1 1 5 7 W O R K 1 1 5 5 P A T H O L O G Y 1 1 5 6 WAITING1101 WORK RM.1105 CONSULT1107 H O L D I N G # 1 1 1 1 7 H O L D I N G # 2 1 1 1 8 H O L D I N G # 3 1 1 1 9 H O L D I N G # 4 1 1 2 0 H O L D I N G # 5 1 1 2 1 H O L D I N G # 6 1 1 2 2 H O L D I N G # 7 1 1 2 3 H O L D I N G # 8 1 1 2 6 H O L D I N G # 9 1 1 2 7 H O L D I N G # 1 0 1 1 2 8 P A T I E N T T O I L E T 1 1 3 9 P A T I E N T T O I L E T 1 1 3 8 C L E A N S U P P L Y / M E D S 1 1 3 6 W H E E L C H A I R 1 1 3 7 A N E S T H . N U R S E 1 1 5 0 S T E R I L E C O R R I D O R 1 1 5 1 A N E S T H . S T O R A G E 1 1 5 4 S T A I R 3 H O L D I N G # 1 6 1 1 1 0 H O L D I N G # 1 5 1 1 0 9 STOR.1108OFFICE1408OFFICE1407OPEN OFFICE1405 M E C H A N I C A L 1 1 7 6 RECEPTION1103 INTERVIEW1106CHILDRENS PLAYAREA1102 H O L D I N G # 1 2 1 1 1 6 H O L D I N G # 1 1 1 1 1 2 MEDICALRECORDS1406 S T A F F L O U N G E 1 1 4 7 S O I L E D W O R K 1 1 3 0 S O I L E D H O L I D N G 1 1 1 1 1114 S T E P D O W N R E C O V E R Y 1 1 2 5 C O R R I D O R 1 1 3 1 C O R R I D O R 1 1 1 3 CORRIDOR1410CHANGING/HOLDING 14 1 1 1 5 C H A N G I N G / H O L D I N G 1 3 G E N E R A L N O T E S : P L A N N O T E S : A B & - ) 4 . . % P-201 PLUMBING PLAN &< ,) ('$ &< & ' 5 % 4 + 2 6 + 1 0 & # 6 ' 1 / 8 " = 1 ' - 0 " P - 2 0 1 P L U M B I N G P L A N 1 SURGERY CENTER OF CARMEL 12188 N MERIDIAN ST. CARMEL, IN 46032 & ' 5 % 4 + 2 6 + 1 0 & # 6 ' R E F . R E F . A S C M E D G A S 1 1 4 6 S O I L E D H O L D I N G 1 1 4 4 E L E C / M E C H 1 1 4 3 D A T A 1 1 4 2 C U S T . 1 1 4 1 S T O R A G E 1 1 2 4 S T A I R 1 F E R T I L I T Y G A S 2 1 7 3 S O I L E D H O L D I N G 1 1 5 2 V E S T I B U L E 1 1 5 3 E X I S T I N G O . R . # 4 1 1 6 3 E X I S T I N G O . R . # 3 1 1 6 2 E X I S T I N G O . R . # 2 1 1 6 1 E X I S T I N G O . R . # 1 1 1 6 0 B U L K R E C E I V I N G 1 1 7 1 S T E R I L E S U P P L Y 1 1 7 0 S U B - S T E R I L E 1 1 6 8 S T E R I L E 1 1 6 7 A S S E M B L Y 1 1 6 6 D E C O N T A M 1 1 6 5 S C O P E P R O C E S S 1 1 6 4 P R O C E D U R E 1 1 5 9 S T E R I L E C O R R I D O R 1 1 6 9 C U S T . 1 1 5 8 O F F I C E 1 1 5 7 W O R K 1 1 5 5 P A T H O L O G Y 1 1 5 6 WAITING1101 WORK RM.1105 CONSULT1107 H O L D I N G # 1 1 1 1 7 H O L D I N G # 2 1 1 1 8 H O L D I N G # 3 1 1 1 9 H O L D I N G # 4 1 1 2 0 H O L D I N G # 5 1 1 2 1 H O L D I N G # 6 1 1 2 2 H O L D I N G # 7 1 1 2 3 H O L D I N G # 8 1 1 2 6 H O L D I N G # 9 1 1 2 7 H O L D I N G # 1 0 1 1 2 8 P A T I E N T T O I L E T 1 1 3 9 P A T I E N T T O I L E T 1 1 3 8 C L E A N S U P P L Y / M E D S 1 1 3 6 W H E E L C H A I R 1 1 3 7 A N E S T H . N U R S E 1 1 5 0 S T E R I L E C O R R I D O R 1 1 5 1 A N E S T H . S T O R A G E 1 1 5 4 S T A I R 3 H O L D I N G # 1 6 1 1 1 0 H O L D I N G # 1 5 1 1 0 9 STOR.1108OFFICE1408OFFICE1407OPEN OFFICE1405 M E C H A N I C A L 1 1 7 6 RECEPTION1103 INTERVIEW1106CHILDRENS PLAYAREA1102 H O L D I N G # 1 2 1 1 1 6 H O L D I N G # 1 1 1 1 1 2 MEDICALRECORDS1406 S T A F F L O U N G E 1 1 4 7 S O I L E D W O R K 1 1 3 0 S O I L E D H O L I D N G 1 1 1 1 1114 S T E P D O W N R E C O V E R Y 1 1 2 5 C O R R I D O R 1 1 3 1 C O R R I D O R 1 1 1 3 CORRIDOR1410CHANGING/HOLDING 14 1 1 1 5 C H A N G I N G / H O L D I N G 1 3 G E N E R A L N O T E S : P L A N N O T E S : & - ) 4 . . % P-301 MEDICAL GASSES PLAN &< ,) ('$ &< & ' 5 % 4 + 2 6 + 1 0 & # 6 ' 1 / 8 " = 1 ' - 0 " P - 3 0 1 M E D I C A L G A S S E S P L A N 1 SURGERY CENTER OF CARMEL 12188 N MERIDIAN ST. CARMEL, IN 46032 & ' 5 % 4 + 2 6 + 1 0 & # 6 ' P L U M B I N G F I X T U R E & P I P E C O N N E C T I O N S C H E D U L E & - ) 4 . . % P-501 SCHEDULE AND ISOMETRIC &< ,) ('$ &< & ' 5 % 4 + 2 6 + 1 0 & # 6 ' SURGERY CENTER OF CARMEL 12188 N MERIDIAN ST. CARMEL, IN 46032 & ' 5 % 4 + 2 6 + 1 0 & # 6 ' E Q U I P M E N T E L E C T R I C A L S Y M B O L S A N D A B B R E V I A T I O N S C I R C U I T S F I R E A L A R M S Y S T E M P O W E R D E V I C E S LIGHTING L I N E T Y P E L E G E N D T E L E C O M M U N I C A T I O N S Y S T E M E L E C T R I C A L G E N E R A L N O T E S A B B R E V I A T I O N S N O T A L L S Y M B O L S , D E V I C E S O R A B B R E V I A T I O N S M A Y B E U S E D & - ) 4 . . % E001 ELEC. SYMBOLS & ABBREVIATIONS SURGERY CENTER OF CARMEL 12188 N MERIDIAN ST. CARMEL, IN 46032 .&( &( ('$ &( & ' 5 % 4 + 2 6 + 1 0 & # 6 ' R E F . R E F . A S C M E D G A S 1 1 4 6 S O I L E D H O L D I N G 1 1 4 4 E L E C / M E C H 1 1 4 3 D A T A 1 1 4 2 C U S T . 1 1 4 1 S T O R A G E 1 1 2 4 S T A I R 1 F E R T I L I T Y G A S 2 1 7 3 S O I L E D H O L D I N G 1 1 5 2 V E S T I B U L E 1 1 5 3 E X I S T I N G O . R . # 4 1 1 6 3 E X I S T I N G O . R . # 3 1 1 6 2 E X I S T I N G O . R . # 2 1 1 6 1 E X I S T I N G O . R . # 1 1 1 6 0 B U L K R E C E I V I N G 1 1 7 1 S T E R I L E S U P P L Y 1 1 7 0 S U B - S T E R I L E 1 1 6 8 S T E R I L E 1 1 6 7 A S S E M B L Y 1 1 6 6 D E C O N T A M 1 1 6 5 S C O P E P R O C E S S 1 1 6 4 P R O C E D U R E 1 1 5 9 S T E R I L E C O R R I D O R 1 1 6 9 C U S T . 1 1 5 8 O F F I C E 1 1 5 7 W O R K 1 1 5 5 P A T H O L O G Y 1 1 5 6 WAITING1101 WORK RM.1105 C O N S U L T 1 1 0 7 H O L D I N G # 1 1 1 1 7 H O L D I N G # 2 1 1 1 8 H O L D I N G # 3 1 1 1 9 H O L D I N G # 4 1 1 2 0 H O L D I N G # 5 1 1 2 1 H O L D I N G # 6 1 1 2 2 H O L D I N G # 7 1 1 2 3 H O L D I N G # 8 1 1 2 6 H O L D I N G # 9 1 1 2 7 H O L D I N G # 1 0 1 1 2 8 P A T I E N T T O I L E T 1 1 3 9 P A T I E N T T O I L E T 1 1 3 8 C L E A N S U P P L Y / M E D S 1 1 3 6 W H E E L C H A I R 1 1 3 7 A N E S T H . N U R S E 1 1 5 0 S T E R I L E C O R R I D O R 1 1 5 1 A N E S T H . S T O R A G E 1 1 5 4 S T A I R 3 H O L D I N G # 1 6 1 1 1 0 H O L D I N G # 1 5 1 1 0 9 S T O R . 1 1 0 8 OFFICE1408OFFICE1407OPEN OFFICE1405 M E C H A N I C A L 1 1 7 6 RECEPTION1103 I N T E R V I E W 1 1 0 6 CHILDRENS PLAYAREA1102 H O L D I N G # 1 2 1 1 1 6 H O L D I N G # 1 1 1 1 1 2 MEDICALRECORDS1406 S T A F F L O U N G E 1 1 4 7 S O I L E D W O R K 1 1 3 0 S O I L E D H O L I D N G 1 1 1 1 1 1 1 4 S T E P D O W N R E C O V E R Y 1 1 2 5 C O R R I D O R 1 1 3 1 C O R R I D O R 1 1 1 3 C O R R I D O R 1 4 1 0 C H A N G I N G / H O L D I N G 1 4 1 1 1 5 C H A N G I N G / H O L D I N G 1 3 C 3 F 5 F 1 C 1 C 2 C 1 C 2 C2C2C2C2 F5F5 F 5 F 5 F5F5 F5 F 5 C 3 F 5 C 3 F 1 F 1 F 3 F 3 C 3 C 3 C 3 C 3 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 2 F 1 F 3 F 3 F 3 F 3 N/LF5N/L N / L F 3 N / L T O E X I S T I N G T O E X I S T I N G C3C3C3C3F2F2F2F2F2F2F2F2F2F2 F5 F 5 C 3 C1 C1C1 C1 C 1 C 1 C 1 C 1 C 1 C1 C1C1C1C1C1C1C1C1C1 C1C1 C1 C1 F1F1F1F1 C 3 F 5 T O E X I S T I N G X 1 X 1 X 1 X 1 C 1 N / L C1N/L N / L N / L S U R G E R Y S U I T E L I G H T I N G P L A N / L & - ) 4 . . % E201 SURGERY SUITE LIGHTING PLAN/L SURGERY CEN/LTER OF CARMEL 12188 N/L MERIDIAN/L ST. CARMEL, IN/L 46032 .&( &( ('$ &( Ä & ' 5 % 4 + 2 6 + 1 0 . & # 6 ' 1 / 8 " = 1 ' - 0 " E - 2 0 1 1 1/4" = 1'-0"E-201 OR #5 LIGHTING PLAN/L2 P L A N / L N / L O T E S : R E F . R E F . A S C M E D G A S 1 1 4 6 S O I L E D H O L D I N G 1 1 4 4 E L E C / M E C H 1 1 4 3 D A T A 1 1 4 2 C U S T . 1 1 4 1 S T O R A G E 1 1 2 4 S T A I R 1 F E R T I L I T Y G A S 2 1 7 3 S O I L E D H O L D I N G 1 1 5 2 V E S T I B U L E 1 1 5 3 E X I S T I N G O . R . # 4 1 1 6 3 E X I S T I N G O . R . # 3 1 1 6 2 E X I S T I N G O . R . # 2 1 1 6 1 E X I S T I N G O . R . # 1 1 1 6 0 B U L K R E C E I V I N G 1 1 7 1 S T E R I L E S U P P L Y 1 1 7 0 S U B - S T E R I L E 1 1 6 8 S T E R I L E 1 1 6 7 A S S E M B L Y 1 1 6 6 D E C O N T A M 1 1 6 5 S C O P E P R O C E S S 1 1 6 4 P R O C E D U R E 1 1 5 9 S T E R I L E C O R R I D O R 1 1 6 9 C U S T . 1 1 5 8 O F F I C E 1 1 5 7 W O R K 1 1 5 5 P A T H O L O G Y 1 1 5 6 WAITING1101 WORK RM.1105 C O N S U L T 1 1 0 7 H O L D I N G # 1 1 1 1 7 H O L D I N G # 2 1 1 1 8 H O L D I N G # 3 1 1 1 9 H O L D I N G # 4 1 1 2 0 H O L D I N G # 5 1 1 2 1 H O L D I N G # 6 1 1 2 2 H O L D I N G # 7 1 1 2 3 H O L D I N G # 8 1 1 2 6 H O L D I N G # 9 1 1 2 7 H O L D I N G # 1 0 1 1 2 8 P A T I E N T T O I L E T 1 1 3 9 P A T I E N T T O I L E T 1 1 3 8 C L E A N S U P P L Y / M E D S 1 1 3 6 W H E E L C H A I R 1 1 3 7 A N E S T H . N U R S E 1 1 5 0 S T E R I L E C O R R I D O R 1 1 5 1 A N E S T H . S T O R A G E 1 1 5 4 S T A I R 3 H O L D I N G # 1 6 1 1 1 0 H O L D I N G # 1 5 1 1 0 9 S T O R . 1 1 0 8 OFFICE1408OFFICE1407OPEN OFFICE1405 M E C H A N I C A L 1 1 7 6 RECEPTION1103 I N T E R V I E W 1 1 0 6 CHILDRENS PLAYAREA1102 H O L D I N G # 1 2 1 1 1 6 H O L D I N G # 1 1 1 1 1 2 MEDICALRECORDS1406 S T A F F L O U N G E 1 1 4 7 S O I L E D W O R K 1 1 3 0 S O I L E D H O L I D N G 1 1 1 1 1 1 1 4 S T E P D O W N R E C O V E R Y 1 1 2 5 C O R R I D O R 1 1 3 1 C O R R I D O R 1 1 1 3 C O R R I D O R 1 4 1 0 C H A N G I N G / H O L D I N G 1 4 1 1 1 5 C H A N G I N G / H O L D I N G 1 3 & - ) 4 . . % E301 SURGERY SUITE POWER PLAN SURGERY CENTER OF CARMEL 12188 N MERIDIAN ST. CARMEL, IN 46032 .&( &( ('$ &( & ' 5 % 4 + 2 6 + 1 0 & # 6 ' 1 / 8 " = 1 ' - 0 " E - 2 0 1 S U R G E R Y S U I T E P O W E R P L A N 1 R E F . R E F . A S C M E D G A S 1 1 4 6 S O I L E D H O L D I N G 1 1 4 4 E L E C / M E C H 1 1 4 3 D A T A 1 1 4 2 C U S T . 1 1 4 1 S T O R A G E 1 1 2 4 S T A I R 1 F E R T I L I T Y G A S 2 1 7 3 S O I L E D H O L D I N G 1 1 5 2 V E S T I B U L E 1 1 5 3 E X I S T I N G O . R . # 4 1 1 6 3 E X I S T I N G O . R . # 3 1 1 6 2 E X I S T I N G O . R . # 2 1 1 6 1 E X I S T I N G O . R . # 1 1 1 6 0 B U L K R E C E I V I N G 1 1 7 1 S T E R I L E S U P P L Y 1 1 7 0 S U B - S T E R I L E 1 1 6 8 S T E R I L E 1 1 6 7 A S S E M B L Y 1 1 6 6 D E C O N T A M 1 1 6 5 S C O P E P R O C E S S 1 1 6 4 P R O C E D U R E 1 1 5 9 S T E R I L E C O R R I D O R 1 1 6 9 C U S T . 1 1 5 8 O F F I C E 1 1 5 7 W O R K 1 1 5 5 P A T H O L O G Y 1 1 5 6 WAITING1101 WORK RM.1105 C O N S U L T 1 1 0 7 H O L D I N G # 1 1 1 1 7 H O L D I N G # 2 1 1 1 8 H O L D I N G # 3 1 1 1 9 H O L D I N G # 4 1 1 2 0 H O L D I N G # 5 1 1 2 1 H O L D I N G # 6 1 1 2 2 H O L D I N G # 7 1 1 2 3 H O L D I N G # 8 1 1 2 6 H O L D I N G # 9 1 1 2 7 H O L D I N G # 1 0 1 1 2 8 P A T I E N T T O I L E T 1 1 3 9 P A T I E N T T O I L E T 1 1 3 8 C L E A N S U P P L Y / M E D S 1 1 3 6 W H E E L C H A I R 1 1 3 7 A N E S T H . N U R S E 1 1 5 0 S T E R I L E C O R R I D O R 1 1 5 1 A N E S T H . S T O R A G E 1 1 5 4 S T A I R 3 H O L D I N G # 1 6 1 1 1 0 H O L D I N G # 1 5 1 1 0 9 S T O R . 1 1 0 8 OFFICE1408OFFICE1407OPEN OFFICE1405 M E C H A N I C A L 1 1 7 6 RECEPTION1103 I N T E R V I E W 1 1 0 6 CHILDRENS PLAYAREA1102 H O L D I N G # 1 2 1 1 1 6 H O L D I N G # 1 1 1 1 1 2 MEDICALRECORDS1406 S T A F F L O U N G E 1 1 4 7 S O I L E D W O R K 1 1 3 0 S O I L E D H O L I D N G 1 1 1 1 1 1 1 4 S T E P D O W N R E C O V E R Y 1 1 2 5 C O R R I D O R 1 1 3 1 C O R R I D O R 1 1 1 3 C O R R I D O R 1 4 1 0 C H A N G I N G / H O L D I N G 1 4 1 1 1 5 C H A N G I N G / H O L D I N G 1 3 & - ) 4 . . % E401 SURGERY SUITE SYSTEMS PLAN SURGERY CENTER OF CARMEL 12188 N MERIDIAN ST. CARMEL, IN 46032 .&( &( HGD &( & ' 5 % 4 + 2 6 + 1 0 & # 6 ' 1 / 8 " = 1 ' - 0 " E - 2 0 1 S U R G E R Y S U I T E S Y S T E M S P L A N 1 CKT. NO. 26 32 34 30 28 42 36 38 40 10 18 14 16 24 22 20 12 DEMAND LOAD (KW): TOTAL CONN. LOAD (KW): RECEPTACLE UC REFRIGERATOR REFRIGERATOR CRASH-CART SODA/ ICE MACHINE SCOPE STERILILZER SCOPE CLEANER LASER 20 20 20 20 20 31 33 291 1 1 41 35 37 39 1 271 20 20 20 20 251 17 13 15 23 21 191 1 1 11 VOLTAGE ENTRY KW MISC KW KW DESCRIPTION EXISTING - LEM SURFACE PANEL I.D. MOUNT BREAKER POLE 20 AMP 31 4 CBANO. 1 CKT.PHASE 2 9 7 5 8 6 - 208Y/120V 3/4 GROUND BUS PHASE/WIRE YES PANEL I.D. 120 RECEPTACLE120 120 1 1 1 20 20 20 IC RATING REMARKS POLEAMP BREAKER DESCRIPTION 225A MCBMAIN LOCATION MECH/ELEC #1134 MISC KWKW LIGHT KW - 42,000 AIC REFRIGERATOR BLANKET WARMER NURSE CALL SYSTEM STERILIZER CONTROL WASHER/ DISINFECTOR EF-4 20 1 20 3 LASER502 EF-3 EF-5 20 1 20 1 0.9 0.7 0.9 5.7 6.6 0.4 1.5 1.8 1.8 1.8 0.5 1.8 1.8 1.2 48 44 46ALARM PANELS 47 43 450.5 0.5 50 2 20 1ULTRASONIC CLEANER SCOPE STERILILZER RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE 20 20 20 1 1 1 1.2 1.2 1.2 1.2 UC REFRIGERATOR1.8 20 1 20 1 20 1 20 1 20 1 20 1 6.6 LASER502 6.6 120 CRYOSTAT 120 120 1 1 1 20 20 20 120 120 1 1 20 20 RTU RECEPTACLE 0.8 STERILIZER CONTROL 0.8 STERILIZER CONTROL 0.8 BLANKET WARMER RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE ELECTRONIC SINKS 0.7 1.0 0.8 1.2 1.2 1.2 1.2 1.2 1.8 1.6 1.6 1.0 1.5 GAS MANIFOLDS MOTORIZED DAMPER 0.2 LITHOTRIPSY RECEPTACLE 0.5 0.5LITHOTRIPSY RECEPTACLE 0.5CEILING RECEPTACLE 54 50 52 53 49 51 20 1 20 1 20 1 120 1 1 20 20 60 56 58 59 55 57 20 1 20 1 20 1 120 1 1 20 20 66 62 64 65 61 63 20 1 20 1 20 1 120 1 1 20 20 72 68 70 71 67 69 20 1 20 1 20 1 120 1 1 20 20 78 74 76 77 73 75 20 1 20 1 20 1 120 1 1 20 20 84 80 82 83 79 81 20 1 20 1 20 1 120 1 1 20 20 0.5 GAS MANIFOLDS CEILING RECEPTACLE0.5 CEILING RECEPTACLE0.5 CEILING RECEPTACLE0.5 0.5 BATTERY CHARGER 0.5 BLOCK HEATER RECEPTACLE1.2 RECEPTACLE1.2 0.5 TTB RECEPTACLE 1.0 WH-A (3)/ WS-A/ RP-A LIGHTING1.8 LIGHTING1.2 1.2 FUME HOOD CRASH-CART0.5 UC REFRIGERATOR1.8 RECEPTACLE1.0 NEW FILM ILLUMINATOR1.0 SPARE 36.5 36.5 10.9 7.9 3.0 3.0 1.0FILM ILLUMINATORS 0.5ELECTRONIC DOOR 0.5ELECTRONIC DOOR 0.5ELECTRONIC DOOR 0.5ELECTRONIC DOOR 0.5TTB RECEPTACLE 1.8ICE MACHINE 1.8UC REFRIGERATOR 0.5TEMPERATURE CONTROL PANEL 0.9SURGICAL LIGHT 0.9SURGICAL LIGHT 0.9SURGICAL LIGHT 0.9SURGICAL LIGHT 0.5SURGICAL LIGHT 1.2NEW RECEPTACLES NEW RECEPTACLES NEW RECEPTACLES 1.2 1.2 4.1 4.1 31.6 31.6 12.9 10.0 LIGHT FIXTURE SCHEDULE TYPE 'C1' MANUFACTURER GOTHAM, HALO, PRESCOLITE, OMEGA SPECTRUM MODEL NO. AFV-32TRT-6AR-277 NO. LAMPS 1 LAMP TYPE 32TRT/3500K VOLTS 277 MOUNTING RECESSED 6" COMPACT FLUORESCENT DOWNLIGHT. VERTICAL LAMPING. SPECULAR REFLECTOR WITH CLEAR TRIM. DAMP LOCATION LABEL. DESCRIPTION 'C2' FABBIAN D27=F02-00 W/ HD14FNC (HOUSING) 'C3' GOTHAM, HALO, PRESCOLITE, OMEGA, SPECTRUM 1 50W, MR16 MAX.120 SEMI-RECESSED 1 27W LED 120 4" DECORATIVE LOW VOLTAGE DOWNLIGHT. LG-7RW-FFL-120 RECESSED 7" LED DOWNLIGHT. VERTRICAL LAMPING. FLAT FRESNEL LENS. 'F1' LITETRONICS 50W 2X4 RETROFIT QC 3500K -50W LED 277RF50UQT435 2'x4' LED RETROFIT FOR GRID TROFFER WITH STEEL HOUSING AND DOOR FRAME. BAKED WHITE ENAMEL FINISH. PATTERN 12 ACRYLIC PRISMATIC LENS. 'F2' LITHONIA, COLUMBIA, DAY-BRITE, LSI, METALUX, WILLIAMS 4 2772VRT-F-4-32-VL-277-GEB LP841 FLANGE RECESSED LAY-IN 2'x4' FLUORESCENT GRID TROFFER WITH STEEL HOUSING AND DOOR FRAME. BAKED WHITE ENAMEL FINISH. POLYCARBONATE LENS WITH ACRYLIC PRISMATIC OVERLAY. F25T8/3500K 'F3' LEDALITE 2 2779414D1-ST-T232-S12E 1'x4' FLUORESCENT GRID TROFFER WITH STEEL HOUSING AND DOOR FRAME. WHITE POWDER COAT FINISH. OPTICAL SYSTEM WITH MESOOPTICS. F25T8/3500K RECESSED LAY-IN 'F5' LEDALITE 2 2779422D1-ST-T217-S12E 2'x2' FLUORESCENT GRID TROFFER WITH STEEL HOUSING AND DOOR FRAME. WHITE POWDER COAT FINISH. OPTICAL SYSTEM WITH MESOOPTICS. F17T8/3500K RECESSED LAY-IN 'X1'-277LQM-S-W-R-120/277-ELN L.E.D. EXIT SIGN WITH WHITE HOUSING AND RED LETTERS. CEILING OR WALL MOUNT AS SHOWN ON PLAN. DIRECTION ARROWS AS SHOWN ON PLAN. L.E.D.WALL/CEILING LITHONIA, PRESCOLITE, McPHILBEN, LSI, SURE-LITES, CHLORIDE CKT. NO. 26 32 34 30 28 42 36 38 40 10 18 14 16 24 22 20 12 DEMAND LOAD (KW): TOTAL CONN. LOAD (KW): 20 20 20 20 20 31 33 291 1 1 41 35 37 39 1 271 20 20 20 20 251 17 13 15 23 21 191 1 1 11 VOLTAGE ENTRY KW MISC KW KW DESCRIPTION EXISTING - L1 SURFACE PANEL I.D. MOUNT BREAKER POLEAMP 3 4 CBANO. 1 CKT.PHASE 2 9 7 5 8 6 - 208Y/120V 3/4 GROUND BUS PHASE/WIRE YES PANEL I.D. 120 1 1 1 20 20 20 IC RATING REMARKS POLEAMP BREAKER DESCRIPTION 150A MCBMAIN LOCATION MECH/ELEC #1141 MISC KWKW LIGHT KW - 42,000 AIC 20 1 20 1 20 1 FCU/ACCU 20 2 20 1 1.7 48 44 46 47 43 45 20 1 20 1 20 20 20 1 1 1 20 1 20 1 20 1 20 1 20 1 20 1 120 RECEPTACLE 1.2 54 50 52 53 49 51 20 1 20 1 20 1 60 56 58 59 55 57 20 1 20 1 20 1 5.3 5.3 20.7 12.8 1.3 1.3 1.8 1.8 6.3 6.3 17.2 11.1 RECEPTACLE0.8 RECEPTACLE1.2 RECEPTACLE0.5 RECEPTACLE0.5 RECEPTACLE0.8 RECEPTACLE1.2 RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 COPIER1.8 RECEPTACLE0.5 RECEPTACLE0.5 RECEPTACLE0.5 LIGHTING1.3 RECEPTACLE1.4 RECEPTACLE1.2 COPIER1.8 SPARE SPARE SPARE SPARE 20 1 20 1 20 1 20 1 20 1 20 1 RECEPTACLE 1.2 RECEPTACLE 1.2 RECEPTACLE 0.4 RECEPTACLE 1.2 RECEPTACLE 0.5 RECEPTACLE 1.2 RECEPTACLE 1.2 RECEPTACLE 1.2 RECEPTACLE 1.2 RECEPTACLE 0.4 RECEPTACLE 0.4 COFFEE 1.5 SOUND SYSTEM 0.5120 120 RECEPTACLE 1.2 120 RECEPTACLE 1.0 120 RECEPTACLE 1.2 120 RECEPTACLE 1.2 120 MICROWAVE 1.5 DISHWASHER 1.0120 20 1 RECEPTACLE 0.5 20 1 RECEPTACLE 0.8 GARBAGE DISPOSAL 1.8120 LIGHTING120 1.8 SPARE120 SPARE120 SPARE120 SPARE120 SPARE120 SPARE120 &-)4..% E6 0 1 EL E C T R I C A L SC H E D U L E ' S SU R G E R Y C E N T E R O F CA R M E L 12 1 8 8 N M E R I D I A N S T . 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