Hard Rock Lobby Renovation Drawings

PLC HARD ROCK LOBBY RENOVATION ARCHITECTURE DESIGN PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) No. Description Date CHEROKEE NATION ENTERTAINMENT, LLC 777 W. CHEROKEE ST. CATOOSA, OK 74015 4" N EST C I R CL E 2" 400' - 0" 1" 200' - 0" HWY 412 3" 600' - 0" PROJECT LOCATION ON SITE 800' - 0" REVISIONS TI M B E RC R 1" = 200' 0' 0" Consultants DOOR CLEARANCES - REF. 2010 ADA STANDARDS 404.2.4.1 ARCHITECTURE A101 FLOOR PLAN & DEMOLITION PLAN A102 DIMENSION PLAN & ENLARGED PLANS A130 REFLECTED CEILING PLAN AI601 INTERIOR FLR PLAN, DOORS & WINDOWS INTERIORS AI600 SCHEDULES & DETAILS AI610 INTERIOR ELEVATIONS PLUMBING FP100 FIRE PROTECTION PLAN PD100 PLUMBING DEMO PLAN MECHANICAL M000 MECHANICAL NOTES, SCHEDULES, DETAILS & LEGEND MD100 MECHANICAL DEMO PLAN M100 MECHANICAL HVAC PLAN ELECTRICAL E000 ELECTRICAL NOTES, SCHEDULES AND LEGEND E101 POWER PLANS E102 TEMPORARY ELECTRICAL PLANS E201 LIGHTING PLANS E301 SYSTEMS PLAN E401 ELECTRICAL SCHEDULES E402 ELECTRICAL SCHEDULES AND DETAILS Grand total: 20 D AB A/C ACP AT AD ADH ADJ AFF AL ALT AMB ANSI ANCHOR BOLT AIR CONDITIONING ACOUSTICAL PANEL ACOUSTICAL TILE AREA DRAIN ADHESIVE ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM ALTERNATE AMBULATORY AMERICAN NATIONAL STANDARDS INSTITUTE AP ACCESS PANEL APPROX APPROXIMATE ARCH ARCHITECT(URAL) ASPH ASPHALT AUTO AUTOMATIC D DBL DEG DEMO DF DH DIA DIAG DIM DIV DL DN DP DR DS DWG DWR B E BBD BD BIT BLDG BLKG BM BRG BTB BUR BULLETIN BOARDS BOARD BITUMINOUS BUILDING BLOCKING BENCH MARK, BEAM BEARING BACK TO BACK BUILT-UP ROOFING C CA CAB CB CBB CF CFM CG CHBD CI CIP CJ CL CLG CLR CM CMU COL CONC CONF CONST CONT CORR CSMT CT CY CARPET/ CARPETING CABINET CATCH BASIN CEMENTITIOUS BACKING BOARD CUBIC FEET CUBIC FEET PER MINUTE CORNER GUARD CHALKBOARD CAST IRON CAST IN PLACE CONTROL JOINT CENTERLINE CEILING CLEAR(ANCE) CONSTRUCTION MANAGER CONCRETE MASONRY UNIT COLUMN CONCRETE CONFERENCE CONSTRUCTION CONTINUOUS CORRIDOR CASEMENT CERAMIC TILE CUBIC YARD E EB EHD EIFS EJ EL ELEC ELEV ENGR EQ EQUIP ES EW EWC EXH EXP EXT EXIST DRAIN DOUBLE DEGREES DEMOLISH, DEMOLITION DRINKING FOUNTAIN DOUBLE HUNG DIAMETER DIAGONAL DIMENSION DIVISION DEAD LOAD DOWN DAMPPROOFING DOOR DOWNSPOUT DRAWING DRAWER EAST EXPANSION BOLT ELECTRIC HAIR DRYER EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRIC(AL) ELEVATOR ENGINEER EQUAL EQUIPMENT EACH SIDE EACH WAY ELECTRIC WATER COOLER EXHAUST EXPOSED EXTERIOR EXISTING F FA FBO FB FD FE FEC FF FFE FFL FHC FL FOC FOF FOM FOS FP FRGWB FIRE ALARM FURNISHED BY OWNER FACE BRICK FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACTORY FINISH FINISH FLOOR ELEVATION FINISH FLOOR LINE FIRE HOSE CABINET FLOOR/ FLOORING FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUDS FIREPROOF FIRE RATED GYPSUM WALL BOARD FRT FSR FT FTG FUR FIRE RETARDANT TREATED FLEXIBLE SHEET ROOFING FOOT/ FEET FOOTING FURRING G GA GALV GB GCMU GD GL GST GRNBD GWB GYP GAUGE GALVANIZED GRAB BAR GLAZED CONCRETE MASONRY UNIT GRADE GLASS GLAZED STRUCTURAL UNIT GREEN BOARD GYPSUM WALL BOARD GYPSUM H HB H/C HC HD HDR HDW HK HM HORZ HP HR HT HVAC HOSE BIBB HANDICAPPED HOLLOW CORE HEAVY DUTY HEADER HARDWARE HOOK HOLLOW METAL HORIZONTAL HORSEPOWER HOUR HEIGHT HEATING, VENTILATING, AIR CONDITIONING I INSUL INT INSULATION INTERIOR J JAN JB JOH JOW JANITOR'S CLOSET JUNCTION BOX JAMB OPENING HEIGHT JAMB OPENING WIDTH K KD KG KIT KO KVA KW KNOCKDOWN KILOGRAM KITCHEN KNOCKOUT KILOVOLT AMPERES KILOWATTS L L LAM LAV LBS LL LENGTH LAMINATE(D) LAVATORY POUNDS LIVE LOAD LLH LLV LVR L/W LONG LEG HORIZONTAL LONG LEG VERTICAL LOUVER LIGHTWEIGHT M M MAINT MAX MBR MC MECH MEZZ MFR MH MIN MI MISC MKBD MLDG MM MO MPU MR MTG MTL MULL N N NE NIC NOM NTS NW NPS NORTH NORTHEAST NOT IN CONTRACT NOMINAL NOT TO SCALE NORTHWEST NOMINAL PIPE SIZE O OC OD OH OTO OZ ON CENTER OUTSIDE DIAMETER OVERHEAD OUT TO OUT OUNCE P PBD P/C PCF PE PEJ PFB PL PLAM PLBG PNL PR PSF PSI PT PART PVC PVG PWD PARTITION POLYVINYL CHLORIDE PAVING PLYWOOD R METER MAINTENANCE MAXIMUM MEMBRANE MEDICINE CABINET MECHANICAL MEZZANINE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MARKER BOARD MOULDING MILLIMETER MASONRY OPENING MULTIPURPOSE UNIT MOP RACK MOUNTING MATERIAL MULLION PARTICLEBOARD PRECAST (CONCRETE) POUNDS PER CUBIC FOOT PORCELAIN ENAMEL PREFORMED EXPANSION JOINT PREFABRICATED PLATE, PROPERTY LINE PLASTIC LAMINATE PLUMBING PANEL(S) PAIR POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT, POINT 54" IF CLOSER IF CLOSER 48" SYMBOLS LEGEND ABBREVIATIONS A LATCH APPROACH, PUSH SIDE R RA RB RD REF REFR REINF REQ RES REV RFG RLG RM RO ROW RPM RTU RV RADIUS RETURN AIR RUBBER BASE ROOF DRAIN REFERENCE REFRIGERATOR REINFORCING/ REINFORCEMENT REQUIRED RESILIENT REVISION ROOFING RAIL(ING) ROOM ROUGH OPENING RIGHT-OF-WAY REVOLUTIONS PER MINUTE ROOF TOP UNIT (HVAC) ROOF VENT PENETRATION S S SATB SC SCH SD SE SECT SF SGL SIM SNR SNV SP SPECS SPK SQ SR SS SOUTH SOUND ATTENUATION BLANKET SOLID CORE SCHEDULE SOAP DISPENSER, STORM DRAIN SOUTHEAST SECTION SQUARE FOOT SAFETY GLASS SIMILAR SANITARY NAPKIN RECEPTACLE SANITARY NAPKIN VENDOR SOUNDPROOF SPECIFICATIONS SPEAKER SQUARE SHOWER ROD SERVICE SINK/ STAINLESS STEEL ST STREET STD STANDARD STG SEATING STL STEEL STOR STORAGE STP STANDPIPE STRUC STRUCTURAL SW SOUTHWEST SYM SYMMETRICAL SYS SYSTEM T TB T/C TD TDW TEL TEMP TGL TH THK THR TKBD TLT TOPO T/P TTD TRT T/SL T/STL TV T/W TYP TZ T&B T&G TOWEL DISPENSER TOWEL DISPENSER & WASTE TELEPHONE TEMPERATURE TEMPERED GLASS TOWEL HOOK THICK(NESS) THRESHOLD TACK BOARD TOILET TOPOGRAPHY MAP TOP OF PARAPET TOILET TISSUE DISPENSER TREATED (PRESERVATIVE) TOP OF SLAB TOP OF STEEL TELEVISION TOP OF WALL TYPICAL TERRAZZO TOP AND BOTTOM TONGUE AND GROVE U UC UH UNFIN UR US UTIL UNDERCUT UNIT HEATER UNFINISHED URINAL UTILITY SHELF UTILITY 1 ? A FIRST FLOOR View Identification 1/8" = 1'-0" View Scale Column Grid Lines Interior Elevation Identification 4 ? A Window Type 101 ? Door Number View Identification 7 A611 V VB VCT VERT VIN VJ VOL VT VWC VENT VAPOR BARRIER VINYL COMPOSITION TILE VERTICAL VINYL (SHEET) V-JOINTED(ED) VOLUME VINYL TILE VINYL WALLCOVERING Sheet on which Interior Elevation is drawn Room Number and Name 101 Name of Level Elevation of Level Elevation Height in Section View or Elevation View A101 W W/ WC WD WGL WH WM W/O WP WR WSCT WT WWF YD ? ABC M WEST, WIDTH WITH WATER CLOSET WOOD WIRE GLASS WATER HEATER WIRE MESH WITHOUT WATERPROOFING WASTE RECEPTACLE WAINSCOT WEIGHT WELDED WIRE FABRIC YARD Sheet Number Elevation in Plan View Drawing Category: 1=Plan, 2=Elev., etc. Wall Type Discipline, A=Architectural AI=Interiors F.E.C. Fire Extinguisher in Cabinet Fire Separation Wall 2 hr. Rated Fire Separation Wall 1 hr. Rated Section Identification W 5 6 CORRIDOR V Y TOWEL BAR TOP OF CURB ? A SIM 1 A101 8 A200 View Identification 1 MEP ENGINEER: TriArch www.tri-arch.com 618 E 3rd St. Tulsa OK 74120 PHONE (918) 743-2724 HP Engineering, Inc. www.hpengineeringinc.com 1836 S Baltimore Ave, Suite B Tulsa, OK 74119 PHONE (539) 664-4618 Name Contact Kory Zehr (Mechanical) kzehr@hpengineeringinc.com Brandon Pinkerton (Electrical) brandon@hpengineeringinc.com HOTEL LOBBY AREA OF WORK OVERALL CASINO No. of Revision N Revision Cloud Sheet on which Exterior Elevation is drawn Key Plan PROJECT TEAM ARCHITECT: 12/03/2014 Smoke Barrier 1 hr. Rated Non Rated Smoke Partition Indicates drawing is Similar Drawing Number on Sheet Sheet on which Section is drawn Exterior Elevation Identification Seal SPECIFICATIONS WRITER: Bill Stoskopf 1803 S. Carson Ave. Tulsa, OK 74119 PHONE: (918) 747-3900 PROJECT NO. 01-1305 v.1.4_noSeal SHEET TITLE: DRAWN BY: CHECKED BY: ISSUE DATE: COVER SHEET Author Checker 12/03/2014 G000 This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. GENERAL G000 COVER SHEET G100 CODE REVIEW & PHASING FRONT APPROACH, PUSH SIDE IF CLOSER 100% CONSTRUCTION DOCUMENTS INDEX OF DRAWINGS 24" CHEROKEE NATION ENTERTAINMENT, LLC 777 W. CHEROKEE ST. CATOOSA, OK 74015 HINGE APPROACH, PUSH SIDE IF CLOSER 24" HARD ROCK LOBBY RENOVATION ABOVE IMAGE IS CONCEPTUAL - REFER CONSTRUCTION DRAWINGS FOR ACTUAL REQUIREMENTS 12" 48" 42" 22" 48" 42" IF Y<60" 18" 48" IF CLOSER 36" LATCH APPROACH, PULL SIDE 60" FRONT APPROACH, PULL SIDE Y= 60" 0R 54" HINGE APPROACH, PULL SIDE DN EX. DATA EX. ELEV 86 SF ELV-1 130 EX. MECH EX. FIRE 52 SF 67 SF 123 124 ELECTRICAL 349 SF Occupants 4 MEN 121 FUTURE SPA LOBBY 360 SF WOMEN 120 119 61 SF 59 SF EXISTING JEWELRY STORE FUTURE SPA 142 144 143 472 SF Occupants 2 1478 SF Occupants 5 1119 SF Occupants 12 43 SF NEW OFFICE TEMP COPIER 136 117 127 463 SF Occupants 5 EX. ELEV 126 128 ELV-2 290 SF Occupants 3 438 SF 53 SF 125 EX. ELEV 220 SF Occupants 3 ELV-3 NO CHANGE TO SHADED AREAS EX. STRS 134 129 133 81 SF 189 SF Occupants 1 210 SF EX. STOR. EX LOBBY 135 53 SF 125 SF Occupants 2 CORR 1451 SF Occupants 29 EX. ELEV. LOBBY 1504 SF MAX TRAVEL DISTANCE = 94' EXPANDED FITNESS 36 SF ALLOWABLE AREA PER 503 - NO CHANGE EX. VEST. NEW WORK RM. CORR 146 3541 SF REQUIRED PLUMBING FIXTURES - NO CHANGE • TOTAL OCCUPANT LOAD: 76 • 12 OCCUPANTS x 0.2 = 2.4" MIN 118 BUILDING CODE - NO CHANGE IBC 2009 (USED IBC 2009) • OCCUPANCY CLASSIFICATION = R-1, TRANSIENT HOTEL LOBBY RENOVATION • OCCUPANT LOAD = 76 • CONSTRUCTION TYPE = II-B EX. ELEC. 122 SUPPORT FIRE RESISTANCE RATING - NO CHANGE • STRUCTURAL FRAME 0 • BEARING WALLS EXTERIOR 0 INTERIOR 0 • NON BEARING 0 • FLOOR 0 • ROOF 0 FROM TB. 601 READ: II-B FIRE EXTINGUISHING SYSTEM - NO CHANGE • EXISTING CONSTRUCTION: FULLY SPRINKLERED, TYPE II-B • FIRE WALL SEPARATION PER TB. 705.4: 3-HR FIRE WALL SEPARATION REQUIRED PER TABLE NOTE 'A' • FEMALES: 38 TOILETS 1:50 = (1) FIXTURES MIN LAVATORIES 1:50 = (1) FIXTURES MIN • • • DRINKING FOUNTAINS: 76 / 100 = (1) MIN. SHOWERS: NONE REQUIRED SERVICE SINKS: (1) REQUIRED LEGAL DESCRIPTION - NO CHANGE EGRESS - ADD 2 ADDITIONAL EXITS REQUIRED EXITS TB 1021.1 = OCCUPANTS < 500 = (2) EXITS ALLOWABLE TRAVEL DISTANCE TB. 1016.1 WITH SPRINKLER = 250 FEET COMMON PATH OF EGRESS TRAVEL 1014.3 = 75 FEET • MINIMUM REQUIRED FIXTURES MALES: 38 NOTE: URINALS MAY BE SUBSTITUTED FOR 67% OF REQUIRED MALE TOILET FIXTURES TOILETS 1:50 = (1) FIXTURES MIN, (0) URINALS, (1) WATER CLOSETS LAVATORIES 1:50 = (1) FIXTURES MIN ZONING - NO CHANGE REQUIRED EGRESS WIDTH PER TB. 1005.1, RESIDENTIAL - 1 COPIER ROOM 141 104 SF Occupants 2 1 LIFE SAFETY PLAN 1/16" = 1'-0" VIP CHECKIN MECH EXIST. MECH 140 137 139 139 SF Occupants 2 28 SF 49 SF FRONT DESK EX. STOR. 138 145 437 SF Occupants 5 34 SF Occupants 1 0" 1" 2" 3" RM. NO. RM. NAME AREA OCCUPANTS PER SF. FROM T1004.1.1 TOT. OCC OCCUPANCY CALCULATION DESIGN OCCUPANT LOAD RM. NO. ELV-3 119 120 121 122 123 124 128 130 133 134 134.1 134.2 135 137 139 146 147 ELV-1 ELV-2 WOMEN MEN ELECTRICAL EX. DATA EX. MECH EX. FIRE EX. ELEV. LOBBY EX. ELEC. EX. STRS EX. VEST. EX. VEST EX. VEST EX LOBBY MECH EXIST. MECH CORR TEMP DESK EX. ELEV EX. ELEV 59 SF 61 SF 360 SF 86 SF 43 SF 36 SF 438 SF 67 SF 210 SF 81 SF 66 SF 111 SF 1504 SF 28 SF 49 SF 3541 SF 374 SF 52 SF 53 SF 16' - 0" 32' - 0" 48' - 0" AREA EX. ELEV 53 SF 7273 SF Accessory storage 129 EX. STOR. 142 FUTURE SPA LOBBY 144 FUTURE SPA 145 EX. STOR. Business Areas 118 SUPPORT 125 NEW OFFICE 126 NEW WORK RM. 127 CORR 136 TEMP COPIER 138 FRONT DESK 140 VIP CHECKIN 141 COPIER ROOM 143 EXISTING JEWELRY STORE 4" 1/16" = 1' 0' RM. NAME Rink and pool 117 EXPANDED FITNESS 64' - 0" OCCUPANTS PER SF. FROM T1004.1.1 TOT. OCC PLC OCCUPANCY CALCULATION CODE REVIEW INFORMATION NO CHANGE TO SHADED AREAS ARCHITECTURE DESIGN OCCUPANT LOAD 0.0 0 189 SF 1478 SF 472 SF 34 SF 2173 SF 300 SF 300 SF 300 SF 300 SF 0.6 4.9 1.6 0.1 7.2 1 5 2 1 9 349 SF 220 SF 290 SF 463 SF 125 SF 437 SF 139 SF 104 SF 1119 SF 3248 SF 100 SF 100 SF 100 SF 100 SF 100 SF 100 SF 100 SF 100 SF 100 SF 3.5 2.2 2.9 4.6 1.3 4.4 1.4 1.0 11.2 32.5 4 3 3 5 2 5 2 2 12 38 1451 SF 1451 SF 14144 SF 50 SF 29.0 29.0 68.7 29 29 76 DESIGN PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) No. Description Date REVISIONS • • PHASE 3B After new permanent check-in desk is open, demo temp desk and renovate floors and ceilings Renovate columns and previous path to elevators • • PHASE 4A Demo and renovate floor and ceiling area shown • • • • PHASE 3A New permanent desk is open Demo temp desk and renovate floors and ceilings Demo column wraps and previous path to elevators • Seal 12/03/2014 HOTEL LOBBY AREA OF WORK OVERALL CASINO N • • PHASE 2B After renovating floors & ceiling in front of new permanent check-in desk, minimize construction area for construction of new permanent desks & offices • • • PHASE 2A Temp check-in desk is open Demo existing check-in desk Key Plan PHASING REQUIREMENTS: TEMPORARY CONSTRUCTION REQUIREMENTS: 1. PHASING PLANS ARE A SUGGESTED METHOD OF PHASING TO COMPLY WITH OWNERS OPERATIONAL NEEDS DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR CREATING AND COORDINATING A FEASIBLE PHASING PLAN ACCORDING TO THE CONTRACTOR'S OWN MEANS AND METHODS PROPOSED IN BID. 1. 2. CONTRACTOR SUBMIT THE FOLLOWING DOCUMENTATION WITH BID: A. PROPOSED PHASING SCHEME WITH CONTRACT TIME TO COMPLETE EACH PHASE AND TOTAL TIME TO COMPLETE ENTIRE PROJECT. 2. B. PHASING DIAGRAMS CORRESPONDING TO THE SCHEDULE SHOWING INTENT OF PHASING AND LOCATION OF TEMPORARY WALLS. C. • • • • • • PHASE 1B Construct New check-in desk Construct temp walls for laydown area Open area previously occupied by C-Note for traffic Construct new office area and outside access by elevator lobby Renovate partial elevator lobby (1 elevator closed) • • • • • PHASE 1 A Demo existing walls where construction laydown area is to take place Demo C-Note bar area and renovate Demo partial elevator lobby Cut new doors to allow construction traffic 1. 6'-0" MIN. WIDTH CONTINUOUS PATH BETWEEN NORTH AND SOUTH ENDS OF PROJECT AREA 2. 8'-0" CLEAR ON PUBLIC SIDE (FRONT) OF CHECK-IN COUNTER 3. 4'-0" CLEAR ON PRIVATE SIDE (BACK) OF CHECK-IN COUNTER PROJECT NO. 01-1305 v.1.4_noSeal SHEET TITLE: 0" 2 CONTRACTOR TO MAINTAIN THE FOLLOWING CLEARANCES AT ALL TIMES: PRIOR TO THE START OF ANY DEMOLITION, CONTRACTOR TO BUILD TEMPORARY PARTITIONS TO VISIBLY SEPARATE ALL CONSTRUCTION ACTIVITIES FROM OPERATING PORTIONS OF THE BUILDING. TEMPORARY WALLS SHALL BE BUILT AS WALL TYPE "3AH," REF. INTERIOR PARTITION LEGEND ON SHEET A102. PAINT COLOR INDICATED IN FINISH NOTES ON THE AI DRAWINGS AND PROVIDE AND INSTALL RUBBER BASE, COLOR TBD FROM STANDARD RANGE. REFER SPECIFICATIONS FOR SEALING AND DUST CONTAINMENT MEASURES REQUIRED ABOVE CEILING AND FOR DUCTWORK AND OTHER COMPONENTS TO PREVENT CONSTRUCTION DUST AND DEBRIS FROM ENTERING OCCUPIED SPACE. THERE ARE THREE CHECK-IN COUNTERS INDICATED IN THE PLANS; THE EXISTING, THE TEMPORARY, AND THE NEW. ONE OF THE THREE MUST BE IN SERVICE AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION ACTIVITIES. REFER PHASING REQUIREMENTS FOR CLEARANCES. CONTRACTOR MUST COORDINATE WITH OWNER FOR OWNER INSTALLATION OF SECURITY CAMERAS AND DATA CONNECTIONS NECESSARY TO PUT COUNTERS INTO SERVICE FOR EACH PHASE. 100% CONSTRUCTION DOCUMENTS PHASING NOTES 1" 2" 3" 4" 1" = 20' SUGGESTED PHASING PLANS 1" = 20'-0" DRAWN BY: 0' 20' - 0" 40' - 0" 60' - 0" 80' - 0" CHECKED BY: ISSUE DATE: CODE REVIEW & PHASING Author Checker 12/03/2014 G100 This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. PHASE 4B Demo and renovate floor and ceiling area shown (lose 1 elevator) HARD ROCK LOBBY RENOVATION • • CHEROKEE NATION ENTERTAINMENT, LLC 777 W. CHEROKEE ST. CATOOSA, OK 74015 Consultants PLC ARCHITECTURE DESIGN PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) DN No. Description Date REVISIONS DN GENERAL DEMOLITION NOTES 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. DEMOLITION PLANS ARE GENERAL AND DIAGRAMMATIC IN NATURE. THE PLANS ARE NOT INTENDED TO REPRESENT THE TOTAL SCOPE OF WORK. THESE PLANS DO NOT SHOW EACH ITEM THAT IS REQUIRED TO BE REMOVED. EACH CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ACTUAL CONDITIONS AS THEY EXIST IN THE FIELD THROUGH SITE INSPECTION AND REVIEW OF THESE DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE AND COORDINATE THE REMOVAL AND DEMOLITION WORK AS REQUIRED TO ACHIEVE FINAL PRODUCT AS INDICATED IN THESE DOCUMENTS. REFER SUGGESTED PHASING PLANS, PHASING REQUIREMENTS, AND TEMPORARY CONSTRUCTION REQUIREMENTS AND PLAN ALL WORK ACCORDINGLY THE CONTRACTOR HAS DISCRETION OF MEANS AND METHODS TO REMOVE MORE MATERIAL THAN IS SHOWN ON THIS DEMOLITION PLAN AND RESTORE THOSE PORTIONS DURING NEW CONSTRUCTION IN ORDER TO SIMPLIFY ARRIVING AT THE FINISHED PRODUCT SHOWN. REMOVE ALL EXISTING FLOOR FINISHES WHERE NEW FINISHES ARE SCHEDULED. PREPARE EXISTING FLOOR SURFACE AS NECESSARY FOR NEWLY SCHEDULED FINISHES. WHERE NEW FINISH MATERIALS ARE SPECIFIED TO BE INSTALLED ON EXISTING SURFACES, PREPARE EXISTING SURFACE AS INDICATED BY FINISH MATERIAL MANUFACTURER TO RESULT IN AN APPROPRIATE, UNIFORM BASE SURFACE ON WHICH TO PLACE THE NEW FINISH MATERIAL. THE OWNER AND HIS DESIGNATED REPRESENTATIVES HAVE FIRST RIGHT OF REFUSAL REGARDING SALVAGEABLE ITEMS. CONTRACTOR SHALL COORDINATE WITH OWNER. PRIOR TO START OF DEMOLITION, OBTAIN DIRECTION FROM OWNER FOR BUILDING COMPONENTS TO BE KEPT AND STORED BY OWNER. EXISTING BUILDING PLANS IF AVAILABLE MAY BE REVIEWED UPON REQUEST. THESE PLANS SHALL NOT BE CONSIDERED ACCURATE AND COMPLETE AS TO THE CONDITIONS AS THEY EXIST IN THE FIELD. EXISTING STRUCTURAL SYSTEM SHALL NOT BE REMOVED OR MODIFIED UNLESS APPROVED IN ADVANCE BY THE ARCHITECT OR AS SPECIFICALLY OTHERWISE INDICATED. REMOVE EXISTING ITEMS AS REQUIRED FOR REUSE IN THE NEW PLAN OR NEW FINISH. catalog AND STORE ITEMS IN A SAFE STORAGE AREA SUBJECT TO THE OWNER'S APPROVAL UNTIL THE TIME OF REINSTALLATION. LOST ITEMS SHALL BE REPLACED WITH COMPARABLE NEW ITEM AT NO COST TO THE OWNER. PRIOR TO INITIATING DEMOLITION ACTIVITIES INDICATED, ENSURE THAT NO JURISDICTIONALLY REGULATED HAZARDOUS SUBSTANCE IS PRESENT WITHIN THE CONSTRUCTION AREA. IF A HAZARDOUS SUBSTANCE IS FOUND, NOTIFY THE ARCHITECT AND OWNER, AND OBTAIN THE OWNER'S DIRECTION CONCERNING DISPOSITION OF THE SUBSTANCE PRIOR TO PROCEEDING WITH THE WORK. ALL DEMOLITION ACTIVITIES SHALL COMPLY WITH APPLICABLE PROVISIONS OF FEDERAL, STATE, COUNTY AND LOCAL JURISDICTIONAL REGULATORY REQUIREMENTS. UNLESS INDICATED OTHERWISE, ALL DEMOLISHED MATERIAL EQUIPMENT AND RELATED ITEMS SHALL UPON REMOVAL BECOME THE PROPERTY OF THE CONTRACTOR AND BE DISPOSED OF IN STRICT ACCORDANCE WITH REGULATORY REQUIREMENTS. PRIOR TO INITIATING DEMOLITION ACTIVITIES, FIELD VERIFY EXISTING SPACE CONFIGURATION AND COMPONENTS INDICATED ON THE DRAWINGS. SHALL DISCREPANCIES EXIST, NOTIFY THE ARCHITECT AND OBTAIN THE ARCHITECT'S DIRECTION CONCERNING DISPOSITION OF THE DISCREPANCY PRIOR TO PROCEEDING WITH THE WORK. PROTECT EXISTING CONSTRUCTION TO REMAIN WITHIN CONSTRUCTION AREA AND BUILDING COMPONENTS OUTSIDE THE CONSTRUCTION AREA FROM DAMAGE DURING DEMOLITION ACTIVITIES. SHALL DAMAGE OCCUR, REPAIR DAMAGE AS REQUIRED TO RETURN THE DAMAGED COMPONENT TO ITS CONDITION PRIOR TO INITIATION OF THE WORK. SHALL REPAIR NOT BE FEASIBLE, CONSULT THE ARCHITECT FOR DISPOSITION OF THE DAMAGED COMPONENT. WHERE REQUIRED TO PROTECT EXISTING SPACES FROM DAMAGE AND/OR DUST NOISE AND CONSTRUCTION DEBRIS, PROVIDE TEMPORARY ENCLOSURES, BARRIERS, FILTERS AND OTHER TEMPORARY MEASURES REQUIRED TO PROVIDE PROTECTION. SHALL DEMOLITION ACTIVITIES REQUIRE ACCESS TO OR THROUGH EXISTING OCCUPIED PUBLIC OR PRIVATE SPACES, CONSULT THE OWNER FOR SPECIFIC ACCESS REQUIREMENTS, AND ADHERE STRICTLY TO THE OWNER'S REQUIREMENTS. MAINTAIN REQUIRED EXIT ACCESS CORRIDORS AND EXITS FREE AND CLEAR AT ALL TIMES UNLESS TEMPORARY OBSTRUCTION IS APPROVED BY JURISDICTIONAL REGULATORY AGENCIES. IF INDICATED IN THE DRAWINGS, VERIFY THAT FIRE RESISTANCE RATING INDICATED ON EXISTING WALLS ABUTTING CONSTRUCTION AREA COMPLIES WITH RATING INDICATED, INCLUDING OPENING PROTECTIVES. SHALL ANY PORTION OF THE ASSEMBLY NOT COMPLY WITH FIRE RESISTANCE RATING, CONSULT THE ARCHITECT TO DETERMINE CORRECTIVE MEASURES REQUIRED. IF MODIFICATIONS ARE MADE TO EXISTING FIRE PROTECTION AND FIRE RESISTIVE WALL OR FLOOR SYSTEMS RESTORE TO MAINTAIN THE REQUIRED RATING AND CONTINUITY. DN NOTE: REFER MEP, PHASING PLANS FINISH PLANS AND NOTES AND DEMOLITION NOTES FOR OTHER DEMOLITION REQUIREMENTS D DASHED LINES INDICATE ELEMENTS DO BE DEMOLISHED RELOCATE DOOR ACCESS HARDWARE TO CORRESPONDING NEW DOOR, REF. DOOR SCHEDULE Consultants B C A DN DN 2 HARD ROCK LOBBY RENOVATION DN DEMOLITION PLAN 1/8" = 1'-0" CHEROKEE NATION ENTERTAINMENT, LLC 777 W. CHEROKEE ST. CATOOSA, OK 74015 1. DN AI601 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. EX. ELEV NEW WORK RM. 124 NEW OFFICE 125 ELV-2 126 EX. STOR. EX. VEST. EX. VEST 134 134.1 129 4 A102 125 Seal 129 142B OFOI COPIER 136 OVERALL CASINO N Key Plan EX LOBBY 5 A102 TEMP DESK 135 7 PROVIDE PERFORATED METAL AT SIDES AS SHOWN IN SECTION DETAILS-TYPICAL CORR 147 146 5 AI610 1 TEMPORARY RECEPTION DESK 2 A102 4 17 AI600 141B 138 XFER 140 RECESS LIGHTING FLUSH WITH GYPSUM BOARD IN WALLS AND CEILING REFER ELECTRICAL DRAWINGS VERIFY EXACT PLACEMENT WITH ARCHITECT DURING CONSTRUCTION VIP CHECKIN 3' - 0" DISC PANEL 140 HP FRONT DESK COPIER ROOM HP HP 141 141A 137 3 A102 DN HOTEL LOBBY AREA OF WORK ELV-3 126 136 144 12/03/2014 DN EX. ELEV TEMP COPIER 24' - 0" 128 16' - 0" 134.2 EXIST. MECH MECH 139 137 OFOI COPIER EX. STOR. AI610 138 145 6 145 DN DN PROJECT NO. 01-1305 v.1.4_noSeal SHEET TITLE: 1 FLOOR PLAN 1/8" = 1'-0" DRAWN BY: CHECKED BY: ISSUE DATE: FLOOR PLAN & DEMOLITION PLAN Author Checker 12/03/2014 A101 This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. 11. 144 133 100% CONSTRUCTION DOCUMENTS 10. 143 130 EX. VEST 8' - 0" 8. 9. FUTURE SPA 142 123 EX. FIRE ELV-1 DN 0' 7. EXISTING JEWELRY STORE EX. MECH EX. STRS 1/8" = 1' 6. FUTURE SPA LOBBY EX. ELEC. 3" 5. EX. ELEV. LOBBY 122 EX. ELEV 2" 4. EX. DATA 1" 3. 128 2' - 1" 2. UNLESS INDICATED OTHERWISE, FLOOR PLAN DIMENSIONS ARE TO THE CENTER LINE OF NEW METAL STUD WALL CONSTRUCTION AND TO THE FINISHED FACE OF EXISTING CONSTRUCTION. WHERE REQUIRED TO ENSURE WALL STABILITY, DIAGONALLY BRACE TOP OF WALL ABOVE CEILING AT 4'-0" ON CENTER AND EACH SIDE DOOR SECURED TO STRUCTURE ABOVE. UNLESS INDICATED OTHERWISE, LOCATE HINGE SIDE OF DOOR OPENINGS 4" FROM FINISH FACE OF ADJACENT WALL. FIELD VERIFY FINISHED CASEWORK OPENINGS PRIOR TO FABRICATION OF CASEWORK. NOTIFY THE ARCHITECT AND OBTAIN THE ARCHITECT'S DIRECTION SHALL VERIFIED CASEWORK OPENING REQUIRE DIMENSIONAL RECONFIGURATION OF THE CASEWORK INDICATED. UNLESS INDICATED OTHERWISE, REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHT DESIGNATIONS. PROVIDE AND INSTALL BLOCKING, FRAMING AND / OR BRACING AS REQUIRED TO SECURELY INSTALL ALL OWNER AND CONTRACTOR FURNISHED EQUIPMENT OR WALL PROTECTION ASSEMBLIES OR GRAB BARS OR TOILET ACCESSORIES. VERIFY BLOCKING IS INSTALLED IN EXISTING WALLS TO RECEIVE OWNER OR CONTRACTOR FURNISHED EQUIPMENT OR WALL PROTECTION ASSEMBLIES. INSTALL PLUMBING AND ELECTRICAL FIXTURES AND DEVICES, MAKE CONNECTIONS TO EXISTING SYSTEM PER CODE REQUIREMENTS. REFER 'AI' DRAWINGS FOR INTERIOR ELEVATIONS AND ADDITIONAL INFORMATION. THE DRAWINGS AND SPECIFICATIONS, AND ALL COPIES THEREOF, ARE LEGAL INSTRUMENTS OF SERVICE FOR THE USE OF THE OWNER AND AUTHORIZED REPRESENTATIVES ON THE DESIGNATED PROPERTY ONLY. OTHER USE, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT OF RECORD, IS PROHIBITED SPECIFICATIONS, DETAILS AND SCHEDULES WHICH MAY BE BOUND SEPARATELY ARE PART OF THESE CONTRACT DOCUMENTS. DRAWINGS BY CONSULTING PROFESSIONALS, SUCH AS STRUCTURAL, LANDSCAPE, ETC. ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS AND ARE PART OF THESE CONTRACT DOCUMENTS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY OMISSIONS OR DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWINGS, CONSULTING PROFESSIONAL'S DRAWINGS, SPECIFICATIONS OR EXISTING CONDITIONS. SHOULD THERE BE AN OMISSION OR DISCREPANCY BETWEEN SAID DRAWINGS, SPECIFICATIONS OR CONDITIONS, IT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF INFORMATION IS NOT SHOWN OR UNCLEAR THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS PRIOR TO STARTING WORK AND REPORT ANY DISCREPANCIES IN WRITING TO THE ARCHITECT. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FOR ALL WORK THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING THE WORK FOR ALL UTILITIES AND SERVICES ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION STANDARDS. QUESTIONS REGARDING THE SAME, OR THEIR EXACT MEANING, SHOULD BE DIRECTED TO THE ARCHITECT WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT AND CONFIGURATION OF THE BUILDING ON THE SITE ALL EXISTING WALL DIMENSIONS ARE TO INSIDE FACE OF STUD, FACE OF CONCRETE OR MASONRY UNLESS NOTED OTHERWISE. INTERIOR WALL DIMENSIONS ARE TO CENTER LINE OF WALL UNLESS NOTED OTHERWISE FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB, UNLESS NOTED CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BLOCKING, BACKING, HANGERS, BACK-UP PLATES, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, TOILET ROOM ACCESSORIES, FIXTURES, PARTITIONS AND ALL WALLMOUNTED OR SUSPENDED MECHANICAL, KITCHEN, ELECTRICAL OR MISCELLANEOUS EQUIPMENT AND FURNISHINGS CONTRACTOR SHALL VERIFY EXACT SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PADS, BASE STRUCTURES, ROOF OPENINGS, AS WELL AS POWER, WATER, DRAIN INSTALLATIONS AND STRUCTURAL STEEL SUPPORT LOCATIONS WITH EQUIPMENT MANUFACTURERS BEFORE PROCEEDING WITH THE WORK. CHANGES TO ACCOMMODATE FIELD CONDITIONS OR APPROVED SUBSTITUTIONS SHALL BE MADE WITHOUT ADDITIONAL CHARGE TO THE OWNER 0" 142A 1. 4" S1 GENERAL PLAN NOTES 32' - 0" AI601 S2 0' - 3 1/4" 0' - 2 7/8" WALLCOVERING OVER 5/8" HIGH IMPACT GYP. ON 1 5/8" LGMF AT 1'-4" O.C.-TYPICAL 7' - 1 5/8" BRACING WITH CLIP ANGLE BACK TO STRUCTURAL COLUMN AS NEEDED. START AT 6" ABOVE BASE OF COLUMN 3' - 5/8" GYP. BOARD CLAD IN WALLCOVERING 0" AI610 1' 0" 153° " 0' - 1 1/2" 0" '-1 34 8 8' - 6" EXISTING STRUCTURAL COLUMN - PAINT BRIGHT WHITE FOR REFLECTION OF LIGHTING TEMPORARY RECEPTION DESK REFER ELEVATIONS AND DETAILS 5 Date REVISIONS REMOVABLE ACCESS PANEL WRAP VWC INTO JOINT AND TO COVER 1" OF BACK OF PANEL GYP CEILING INFILL AT 1" ABOVE HIGHEST ADJACENT CEILING REFER CEILING PLAN PLAN SECTION COLUMN PLAN DETAIL 3" = 1'-0" Description CONTINUOUS LED STRIP LIGHTING FULL HEIGHT OF COLUMN COVER ADHERED TO LGMF - REFER ELECTRICAL 0' - 10 1/2" 2' - AI610 No. 1/4" ROUND NEODYMIUM MAGNET RETAINERS AT 1'-0" OC VERTICAL RECESS AND ADHERE TO SUBSTRATE WITH 3M SCOTCH-WELD OR APPROVED EQUAL AT BASE OF COLUMN - 6" HIGH 20 GAUGE STAINLESS STEEL BASE ADHERED TO 6" HIGH PLYWOOD FASTENED TO COLUMN WITH LGMF CLIP ANGLES PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) FRY REGLET 'Z' REVEAL GYP CORNER AND MAGNET MOUNT 5 A102 9 DESIGN REMOVABLE RESIN PANEL FABRICATED IN (2) SECTIONS BOTTOM OF PANEL AT 4" AFF AND BREAK AT 16" AFF RP1 - REFER TO FINISH LEGEND, SHEET AI600 0' - 3 3/4" 6" GROMMETS-GR1CENTER 1 OVER EACH COMPUTER STATION AND 1 OVER EACH PRINTER STATION ARCHITECTURE FRY REGLET 5/8"X1/2" 'F' TRIM TO RETAIN PANEL AND FINISH GYP CORNER - WRAP BOTTOM WITH LGMF AND RIVET TO REGLET TO PROVIDE CLOSURE THAT WILL HOLD UP ACRYLIC 0' - 3" 0' - 1 1/2" 1' - 0" SUSPEND COLUMN WRAP ASSEMBLY FROM STRUCTURE ABOVE OR FRAME BACK TO AND SUSPEND FROM COLUMNS PROVIDE CORNER GUARD-CG1 AT ALL OUTSIDE CORNERS-TYPICAL 1' - 0 3/8" PLC 1' - 6 5/8" REFLECTED CEILING DETAIL 9' - 6" GROMMETS-GR1CENTER 1 OVER COMPUTER STATION AND 1 OVER PRINTER STATION, TYPICAL 1' - 0" 2' - 6" 4' - 0" GROMMETS GR1 EVERY 3'-0" O.C. OR AS DIRECTED BY OWNER-TYPICAL 2' - 7" -8 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 1' - 0" 10 12 2' - 6" AI610 4' - 0" AI610 5' - 10" 4' - 0" 2 " 10 GROMMETS-GR 11 CENTERED AT EACH COMPUTER STATION AND 1 AT EACH PRINTER STATION AI610 AI610 AI600 5/8" GYP BD ONE SIDE 3 5/8" LGMF INFILL WALL ALIGN 6 17 AI610 4' - 0" Consultants 7' - 0" 2' ° 90 4' - 0" 2' - 0" SUPPORT BRACKET BR1 EVERY 3'-0" O.C.-TYPICAL 225 ° 4' - 0" 3' - 0" 3' - 6" 6 ENLARGED TEMPORARY DESK 1/4" = 1'-0" STORAGE FILES TO CREATE ADDITIONAL STRUCTURAL SUPPORT FOR COUNTERTOPS 13 -8 " PONY WALL AT 3'-6" HIGH 3 VIP CHECK IN 140 1/4" = 1'-0" VIDEO WALL 2 CHECK-IN DESK 1/4" = 1'-0" 1' - 6" 2' 43' - 10" ON CHASE SIDE INSTALL TRANSLUCENT GLAZING FILM OVER PORTION OF GLAZING LOOKING INTO MECHANICAL CHASE 3' - 3" 2' - 0" AI610 16 AI610 14 ° 233 82 ° 3 5 6 6.7 8 8.3 9.5 10 11 12 13 14 WORK ROOM 126 1/4" = 1'-0" W DN V U T 3A1 98 ° 3A0 11' - 3" HOTEL LOBBY AREA OF WORK 2N0 2N0 155° 3A0 3A0 3A0 4' - 5" 3A0 3A0 3A0 3A0 3A0 2N0 N 133° Key Plan 3' - 0" 1' - 0" 3' - 0" 1' - 0" 3' - 0" 1' - 0" 3' - 0" 3' - 0" 3A0 169° 6' - 0" 3' - 0" 3A0 3A1 B. INSULATION TYPE A. ACOUSTICAL T. THERMAL N. NONE C . WALL HEIGHT L. LOW WALL - DOES NOT REACH CEILING, REF. ELEVATIONS FOR WALL HEIGHT H. HIGH WALL - WALL STUDS AND GYP SEAL TIGHT TO BOTTOM OF CEILING 0. WALL STUDS AND GYP END 6" ABOVE CEILING 1. WALL STUDS AND ONE SIDE GYP EXTEND TO DECK 2. WALL STUDS AND BOTH SIDES GYP EXTEND TO DECK 3° 3' - 10" 3' - 1" M 3A0 8° !. CODE RATING ° 93 11' - 2" 3A0 3NL N DN ALIGN 3A1 ALIGN DN XZX 2" 8' - 0" 1" 4' - 0" 15 100% CONSTRUCTION DOCUMENTS 1' - 0" 3' - 0" 1' - 0" 4" 7° 7' - 0" 3A0 8' - 5" 6' - 5" 14' - 3" 2' - 2" INTERIOR PARTITION LEGEND DN GENERAL NOTES 1. INSTALL 5/8" GYPSUM BD UltraLight FIRECODE PANELS AT ALL EXPOSED SIDES OF STUDS. 2. INSTALL MOLD & MOISTURE RESISTANT GYP BD NO LESS THAN 4' 0" FROM ALL PLUMBING FIXTURES. 3. INSTALL CEMENTITIOUS TILE BACKER BOARD BEHIND ALL TILE. PROJECT NO. 01-1305 v.1.4_noSeal SHEET TITLE: DIMENSION PLAN & ENLARGED PLANS 0' DIMENSION PLAN 1/8" = 1'-0" 1/4" = 1' 1 0" ABC ° 65 10' - 0" 3A0 3A0 4' - 7" 3A0 OVERALL CASINO 3' - 0" 153° 3A1 R 2N0 7' - 0" 6A0 2N0 3' - 10" 2' - 0" 3A1 3A0 A. WALL CORE WIDTH 0. 7/8" HAT CHANNELS 1. 1 5/8" METAL STUDS 2. 2 1/2" METAL STUDS 3. 3 5/8" METAL STUDS 4. 4" METAL STUDS 6. 6" METAL STUDS T. TWO 3 5/8" METAL STUDS WITH 1 3/4" AIR SPACE 2N0 3A0 3A0 25° 1' - 5" CL COL - FOW 2N0 2N0 27° P 3A1 2N0 82 ° ALIGN 8° Q 3A1 ALIGN 2N0 3NL 7' - 6" 2N0 3A0 12/03/2014 14' - 4" 16' - 0" 13' - 5" 12' - 0" 15' - 5" 3" 3A0 Seal DN DRAWN BY: CHECKED BY: ISSUE DATE: Author Checker 12/03/2014 A102 This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. DN 11 4 4 CHEROKEE NATION ENTERTAINMENT, LLC 777 W. CHEROKEE ST. CATOOSA, OK 74015 2' - 7" 4" BACKSPLASH HARD ROCK LOBBY RENOVATION 225 ° 15 CEILING NOTES 2 3 4 TEMPORARY SECURITY CAMERAS BY OWNER FOR TEMPORARY CHECKIN PATCH AND REPAIR ALL CEILLINGS AFTER REMOVAL OF CAMERAS COORDINATE WITH OWNER ALL OWNER PROVIDED AND INSTALLED CAMERAS, SPEAKERS, WIRELESS ACCESS POINTS, AND OTHER PERMANENT DEVICES AT CAMERAS IN MIRROR CEILING DRILL 3" DIAMETER HOLE THROUGH CENTER OF PANEL CONFIRM LOCATIONS WITH OWNER LED BACKLIT FROSTED ACRYLIC 3/8" THICK X 4 1/2" WIDE TYPICAL - ROUTE JOINTS TO CREATE 1/4" SHIPLAP ALL PANEL JOINTS AND ALLOW NO LINE OF SITE TO PLENUM - FABRICATE INTERSECTIONS FROM A SINGLE PIECE SUCH THAT NO JOINTS ARE IN THE INTERSECTION - INSTALL AS WITHIN SUSPENDED GRID IN A MANNER THAT IS REMOVABLE 5 CP2 - PREFABRICATED FINISHED PANELS DRILLED AND SCREWED TO 3 5/8" LIGHT GAGE METAL FRAMING @ 2'-0" ON CENTER SUSPENDED FROM STRUCTURE ABOVE - PROVIDE CONTINUITY OF PATTER AMONT PANELS IN CONTIGUOUS SECTIONS - RECESS SCREW HEADS FILL HOLES AND TOUCH UP PAINT TO MATCH PREFINISHED PANEL 6 CP1 - FULLY ADHERE CHROME MIRROR TO 3/8" PLYWOOD AND LAY INTO 2'X2' X 9/16" SUSPENDED GRID SYSTEM - REFER FINISH NOTES PLC 1 ARCHITECTURE DESIGN PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) No. Description Date CEILING LEGEND REVISIONS 1. 2. 3. ACT 1 24"x48" ACOUSTICAL CEILING TILE ACT 2 24"x24" ACOUSTICAL CEILING TILE ACT 3 CLEANABLE TYPE 24"x24" ACOUSTICAL CEILING TILE GYP GYPSUM BOARD CEILING CP1 24"X24" MIRROR CEILNG CP2 ACRYLIC PANEL CEILING INSULATION ABOVE CEILING-TYPICAL. SEE NOTE 2. ABOVE REFER TO ELECTRICAL DRAWINGS FOR LIGHTING AND SWITCHING LAYOUT LAY ACOUSTICAL BATT INSULATION ATOP ACOUSTICAL TILE WITHIN 4' OF PERIMETER IN ALL OFFICES. USE CARPET TAPE PER SPECIFICATIONS. ADJUST GRID AS NECESSARY SUCH THAT NO TILES ARE LESS THAN 6" IN WIDTH AND GRID IS AS CENTERED AS POSSIBLE IN ROOM. Consultants SHEET METAL SCREWS TYPICAL REFER PLAN 1' - 11" STRUCTURE ABOVE LED STRIP LIGHT ADHERED TO GYPSUM BOARD STRUCTURE ABOVE 0' - 2" 0' - 2" 1/2" GYP BD ON SOFFIT FRAMING 3 5/8" (MIN.) MTL. STUDS@ 24" O.C. ATTACH TO STRUCTURE AS REQ'D 4 1/2" X 3/8" FROSTED TRANSLUCENT ACRYLIC SECURITY CAMERAS BY OWNER POLISHED CHROME MIRROR LAMINATED TO 3/8" MDF PANEL IN 9/16" 2X2 SUSPENDED GRID 0' - 8" POLISHED CHROME MIRROR LAMINATED TO 3/8" MDF PANEL IN 9/16" 2X2 SUSPENDED GRID 2' - 5" 1/2" GYP. BOARD ON METAL STUD FRAMING SUSPEND FROM STRUCTURE ABOVE PAINT POLISHED CHROME MIRROR LAMINATED TO 3/8" MDF PANEL IN 9/16" 2X2 SUSPENDED GRID 1/2" GYP BD ON SOFFIT FRAMING 3 5/8" (MIN.) MTL. STUDS @ 24" O.C. ATTACH TO STRUCTURE AS REQ'D FLOWBAR BORDER 22 SLOT DIFFUSER WITH 1" VISIBLE OPENING REFER MECHANICAL LAY-IN 4" X 3/8" FROSTED TRANSLUCENT ACRYLIC WHERE INDICATED ON PLAN 8' - 0" 1' - 4" 2 DTL-CLG-COVE SOFFIT 1 1/2" = 1'-0" 4" NEW OFFICE FUTURE SPA 125 ° 55 144 ACT1 9' - 0" 4' - 10" 42' - 10" R PERMANENT CAMERAS BY OWNER A130 AI600 78 ° 140 CP1 9' - 3" EXIST. MECH COPIER ROOM 139 141 6 FRONT DESK CP2 9' - 6" 155° 6" CP1 9' - 3" EX. STOR. 5 145 138 EX. CLG ACT1 9' - 0" MECH 137 ACT1 8' - 0" EX. CLG 2 SLOT DIFFUSER REFER MECHANICAL ° 93 7' - 10" ACT1 9' - 0" VIP CHECKIN CP2 9' - 6" GYP 9' - 0" 3 TING EXIS GYP. 9' - 0" 2' - 0" 63 ° CP1 9' - 3" CP1 9' - 3" EXISTING CEILING TO BE REPAINTED P3 LED LIGHTING SLOT DIFFUSER CP2 9' - 6" FROM THIS CIRCLE IN, CURVED CEILING-EXIST. TO REMAIN 4 CP2 9' - 6" 17 LED BACKLIT FROSTED ACRYLIC 3/8" THICK X 4 1/2" WIDE TYPICAL ROUTE AND SHIPLAP ALL JOINTS REFER NOTES 3' - 9" GYP./LED 9' - 9" GYP 9' - 0" INFILL EXIST. CLG TO LEVEL OF ADJACENT SOFFIT TO REMAIN AND PAINT P3 20' - 10" 146 SLOT DIFFUSER 4 Seal 12/03/2014 HOTEL LOBBY AREA OF WORK OVERALL CASINO EX. CLG-NEW CEILING DESIGN TO DIE INTO EXISTING LOWER SOFFIT CP1 9' - 3" CP2 9' - 6" CP1 9' - 3" 134.1 CH MAT 3' - 8" 6' - 0" 2 27' - 3" 134.2 " 42' - 10 CORR RADIUS GYP. 8' - 0" SLOT DIFFUSER 28' - 9" GYP. BOARD TRIM @ 9'-2" 134 CP1 9' - 0" 5" 27' - 3" EX. VEST EX. CLG 2' - 22' - 2" EX. VEST EX. CLG A130 GYP./LED 9' - 9" 40' - 6" R CP2 9' - 6" GYP 9' - 0" EX. VEST. ELV-3 A130 CP1 9' - 3" CP1 9' - 3" 147 5' - 5" 3 TEMP COPIER TEMP DESK 1. 129 136 42' - 10" R NO CLG ELV-2 EX. CLG EX. ELEV 1' - 4" ACT1 9' - 0" EX. STOR. EX. CLG 8' - 4" 143 ACT1 9' - 0" 40' - 6" EXISTING JEWELRY STORE 24' - 0" CP2 9' - 6" NO CLG NO CLG 16' - 0" 126 EX. ELEV 0' - 142 NO CLG - SHELL SPACE 128 8' - 0" 124 EX. CLG FUR OUT GYP. BOARD AT EXISTING CLG. 2.5" HIGH, PAINT P3 N 0' 123 EXIST. CLG 133 130 1/8" = 1' EX. FIRE ELV-1 1" EX. MECH NEW WORK RM. EX. STRS EX. ELEC. EX. CLG 3" EX. ELEV. LOBBY 122 FUTURE SPA LOBBY EX. ELEV 9' - 0" 2" EXIST. CLG 0" EX. DATA Key Plan EX LOBBY 135 100% CONSTRUCTION DOCUMENTS DTL-CLG-HEADER 1 1/2" = 1'-0" 32' - 0" 3 0' - 8" 4 DTL-CLG-CEILING TRANSITION 1 1/2" = 1'-0" PROJECT NO. 01-1305 v.1.4_noSeal SHEET TITLE: N 1 REFLECTED CEILING PLAN 1/8" = 1'-0" DRAWN BY: CHECKED BY: ISSUE DATE: REFLECTED CEILING PLAN Author Checker 12/03/2014 A130 This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. 9' - 3" CEILING PERIMETER ANGLE CHEROKEE NATION ENTERTAINMENT, LLC 777 W. CHEROKEE ST. CATOOSA, OK 74015 9/16" PERIMETER ANGLE FASTENED TO 6" FASCIA TRIM SUSPENDED CEILING SYSTEM NOTE: REFER REFLECTED CEILING PLAN FOR CEILING HEIGHTS HARD ROCK LOBBY RENOVATION 9' - 3" 3FORM PANEL MOUNTED WITH CONCEALED CLIPS FINISH EXPOSED EDGES 0' - 6" 9' - 0" 0' - 3" 3FORM PANEL SCREWED TO 3 5/8" METAL FRAMING AT 2'-0" OC - RECESS SCREW HEADS FILL HOLES AND TOUCH UP PAINT TO MATCH PREFINISHED PANEL SUSPEND FROM STRUCTURE WITH FRAMING AND OR WIRE 1/2" GYP. BOARD PAINTED 0' - 6" 9' - 6" 0' - 5" 0' - 3" STRUCTURE ABOVE 0' - 3" 9' - 6" LINEAR LED FIXTURE ON ANGLED MOUNT 3' - 0" PLC 0' - 9" ROOM FINISH LEGEND SPECIALTIES SCHEDULE ARCHITECTURE MARK DESCRIPTION MFGR. DIVISION 6 - ARCHITECTURAL WOODWORK BR1 METAL COUNTER SUPPORT BRACKET GR1 3" GROMMET DIVISION 10-FIRE PROTECTION SPECIALTIES FE FIRE EXTIGUISHER FEC FIRE EXTIGUISHER CABINET- SEMI RECESSED DIVISION 10-SHEETWALL PROTECTION CG1 EXTRUDED CORNER GUARD DIVISION 12- WINDOW TREATMENTS WB1 1" ALUMINUM MINI BLINDS MFGR. # DIMENSIONS FINISH RESPONSIBILITY TMI SYSTEMS DOUG MOCKETT A7453 MM5-21 3"W x AS REQUIRED 3" BLACK BLACK METALLIC CP & I CP&I LARSEN'S LARSEN'S VERTICAL DUO RE: SPECS RE: SPECS RE: SPECS RE:SPECS STAINLESS STEEL CP & I CP & I KOROGARD G825 3/4" WING MULTIPLE-TO MATCH ADJACENT WALLS CP&I LEVOLOR RIVIERA AS REQUIRED BRUSHED ALUMINUM CP&I REMARKS PROVIDE BLOCKING ROOM FINISH SCHEDULE # 125 126 128 134 134.1 134.2 135 136 137 138 140 141 146 147 Name Floor Finish NEW OFFICE NEW WORK RM. EX. ELEV. LOBBY EX. VEST. EX. VEST EX. VEST EX LOBBY TEMP COPIER MECH FRONT DESK VIP CHECKIN COPIER ROOM CORR TEMP DESK CA1 CA1 STF1/STF2 STF2 STF2 STF2 ETR/STF1/STF2 CA1 SC STF1/STF2/STF3/CA1 CA1 CA1 STF1/STF2/STF3 ST1/STF2/STF3 Base Finish RB1 RB1 STF2 STF2 STF2 STF2 STF2 RB1 RB1 RB1/STF2 RB1 RB1 STF2 RB1/STF2 North Wall P1 P1 WC1/WC8 ETR WC1 WC1 WC1/WC8 P1 P1 WC1 WC1 P1 WC1/WC8 P2 East Wall P1 P1 WC1/WC8 ETR WC1 WC1 WC1/WC8 P1 P1 WC2/WC7 WC1 P1 WC1/WC7/WC8 P2 South Wall P1 P1 WC1/WC8 ETR WC1 WC1 WC1/WC8 P1 P1 WC7 WC1 P1 WC1 P2 West Wall Ceiling Finish P1 P1 WC6/WC8 ETR WC1 WC1 WC1/WC8 P1 P1 NA WC1 P1 P2/MF1/M1/M2/WC1/WC8 P2 ACT1 ACT1 CP1/CP2/FROST. ACR./GYP. ETR ETR ETR ETR ACT1 ACT1 CP1/CP2/FROST. ACR/GYP. ACT1 ACT1 CP1/CP2/FROST. ACR/GYP. CP1/CP2/FROST. ACRYLIC Comments 2 2 FLOORING STF1 MANUFACTURER: AS REQUIRED STYLE: GRANITE COLOR: MATCH EXISTING BLUE PEARL-OWNER TO APPROVE RUN SIZE: 12"X12" GROUT: MATCH EXISTING STF2 MANUFACTURER: AS REQUIRED STYLE: GRANITE COLOR: MATCH EXISTING CREAM COLORED GRANITEOWNER TO APPROVE RUN SIZE: 12"X12" GROUT: MATCH EXISTING STF3 MANUFACTURER: AS REQUIRED STYLE: GRANITE COLOR: MATCH EXISTING RED GRANITE (INDIAN RED MULTI)-OWNER TO APPROVE RUN SIZE: 12"X12" GROUT: MATCH EXISTING CA1 MANUFACTURER: MASLAND CONTRACT STYLE: LINGO MODULAR COLOR: T508-50807 SCUTTLEBUTT SIZE: 24"X24" INSTALLATION: QUARTERTURN SC SEALED CONCRETE BASE RB1 MANUFACTURER: ROPPE STYLE: 4" RUBBER COVE BASE COLOR: P100 BLACK STF2 MANUFACTURER: AS REQUIRED STYLE: GRANITE COLOR: MATCH EXISTING CREAM COLORED GRANITEOWNER TO APPROVE RUN SIZE: 4"H x AS NEEDED CEILINGS GYP. GYPSUM WALL BOARD CP1 MANUFACTURER: CHEMETAL STYLE: POLISHED CHROME 801 SIZE: 24"X24 MOUNTED ON 3/8" PLYWOOD GRID SYSTEM: ARMSTRONG 9/16" COLOR: PROVIDE PLATINUM AND SILVER SATIN SAMPLES FOR SELECTION CP2 MANUFACTURER: 3 FORM STYLE: RAY COLOR: PEWTER SIZE: 4'X8' *MATCH PATTERN REPEAT CP3 3/8" FROSTED ACRYLIC ACT1 MANUFACTURER: USG CEILING SYSTEMS STYLE: ASTRO CLIMAPLUS CEILINGS SIZE: 24"X48" COLOR: WHITE GRID SYSTEM: ANGLED TEGULAR SIZE: 15/16" COLOR: WHITE 3 1,2,3 1,2,3 WALLS PAINT P1 MANUFACTURER: SHERWIN WILLIAMS COLOR: SW7050 USEFUL GRAY P2 MANUFACTURER: SHERWIN WILLIAMS COLOR: 7003 TOQUE WHITE P3 MANUFACTURER: MODERN MASTERS STYLE: METALLIC PAINT COLLECTION COLOR: BLACKENED BRONZE ME238 TINT WALL FINISHES WC1 MANUFACTURER: SOURCE ONE STYLE: TOKAGE COLOR: SGG-07 NEUTRA WC2 MANUFACTURER: LANARK STYLE: MOD COLOR: L2-MO-10 WC3 MANUFACTURER: SOURCE ONE STYLE: LUSTROUS COLOR: LLU-02 SKI LIFT WC4 NOT USED WC5 NOT USED WC6 MANUFACTURER: SOURCE ONE STYLE: PRESTON COLOR: 2VPS-03 TAUPE WC7 MANUFACTURER: SOURCE ONE STYLE: MEMENTO COLOR: NME-01 PEPPER MF1 MANUFACTURER: ADVANCED TECHNOLOGIES INC. STYLE: MIRROFLEX, RANDOM LINES COLOR: CROSSHATCH SILVER SIZE: 4'X8' *PROVIDE COORDINATING TRIM PIECES AT ALL CORNERS, OUTSIDE/EXPOSED EDGES M1 1/4" TEMPERED GLASS MIRROR 20 GAUGE STAINLESS STEEL FINISHED TO NO. 8 ARCHITECTURAL BRIGHT FINISH SIZE: CUSTOM M2 MANUFACTURER: TWO WAY MIRRORS STYLE: GLASS 2-WAY MIRROR, 1/4" TEMPERED GLASS SIZE: CUSTOM METAL STUD BRACING BACK TO STRAIGHT WALL MILLWORK QZ1 MANUFACTURER: DUPONT STYLE: ZODIAQ COLOR: LICORICE SIZE: 3CM PL1 MANUFACTURER: WILSONART STYLE: 4968-38 URBAN IRON PL2 MANUFACTURER: WILSONART STYLE: 8826-58 NEUTRAL TWILL MISCELLANEOUS BO BY OTHERS ETR EXISTING TO REMAIN DESIGN PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) FINISHED CEILING No. Description Date INFILL AT ENDS PERFORATED METALMCNICHOLS 1433312238 FINISH: STAINLESS STEEL KEYED FINISH REMARKS: 1. TEMPORARY WALLS TO BE PAINTED P2 AND RECEIVE RUBBER BASE RB1. 2. PROVIDE WAINSCOTT W/ PATTERN CLAD IN MF1 AS SHOWN IN ELEVATION 6, SHEET AI610 AT ALL WALLS 3. APPROVED VENDORS FOR WATER JET CUTTING: CRIMSON CUTTING SOLUTIONS: 918-852-4954 WATER JET WORKS: 972-991-0972 18 AI600 REVISIONS 5/8" GYP. BOARD ON 3 5/8" METAL STUD FRAMING @ 1'-4" OC TYP GENERAL NOTES: 1. ALL HOLLOW METAL DOORS, DOOR FRAMES, AND WINDOW FRAMES TO BE PAINTED P1 2. ALL WINDOW SILLS AND APRONS TO HAVE GYP. BOARD RETURNS 3. PROVIDE APPROPRIATE RUBBER TRANSITION STRIPS AT FLOORING CHANGES 4. MILLWORK DETAILS ARE PROVIDED AS AN OVERALL BASIS OF DESIGN. PROVIDE MILLWORK DETAILS COMPLIANT WITH SPECIFICATIONS AND TYPICAL CONSTRUCTION STANDARDS TO BE APPROVED THROUGH SHOP DRAWINGS AND SUBMITTAL PROCESS. 5. CEILING DETAILS ARE PROVIDED AS AN OVERALL BASIS OF DESIGN. PROVIDE CEILING DETAILS COMPLIANT WITH SPECIFICATIONS AND TYPICAL CONSTRUCTION STANDARDS FOR CEILINGS. 6. PROVIDE CORNER GUARDS(CG1-REFER TO SPECIATLIES SCHEDULE) AT ALL INTERIOR OUTSIDE CORNERS. 7. ALL STAINED WOOD DOORS TO BE STAINED TO MATCH EXISTING ADJACENT. METAL STUD BRACING BACK TO STRAIGHT WALL SYMMETRICAL AT OTHER END INFILL BOTH ENDS PERFORATED METALMCNICHOLS 1433312238 FINISH: STAINLESS STEEL LINE OF METAL FRAMING BELOW - CUT OUT AT GYP. BOARD FOR AIR RETURN ONLY AT CHASE LOCATION. CUTOUT 6'-0" HIGH X 2'-0" WIDE. SET 1'-0" AFF 1/2"X1/4" GLAZING CHANNEL BOTH SIDES TO RETAIN INFILL PANEL 90 ° METAL STUD BRACING BACK TO STRAIGHT WALL 0' - 4" WRAP WALL COVERING AROUND BACK EDGE TYPICAL Consultants 0' - 1" 18 17 DTL-ANGLE WALL PLAN SECTION 1 1/2" = 1'-0" 1/4" MIRRORED GLASS REF. FINISH SCHED DTL-ANGLE WALL SECTION 3/4" = 1'-0" 1/4" MIRRORED GLASS REF. FINISH SCHED WAINSCOTT MAT'L REF. FINISH SCHED. 1/4" MIRRORED GLASS REF. FINISH SCHED 5/8" GYP BD ON MTL STUD PROVIDE FRY REGLET 1/2", "J" MOLD AT TOP AND BOTTOM. FINISH: ANNODIZED PROVIDE FRY REGLET 1/2", "J" MOLD AT TOP AND BOTTOM. FINISH: ANNODIZED 4" HIGH GRANITE BASE WAINSCOT MAT'L REF. FINISH SCHED. 5/8" GYP BD ON MTL STUD 2 LAYERS 3/4" PLYWOOD 1/4" 2-WAY MIRRORED GLASS REF. FINISH SCHED 4" HIGH GRANITE BASE 5/8" GYP BD ON MTL STUD 0' - 0 1/4" 16 DTL PLAN - WINDOW / MIRROR TRANSITION 6" = 1'-0" 15 DTL PLAN - MIRROR / MIRROR TRANSITION 6" = 1'-0" 14 DTL SECTION - BASE / MIRROR TRANSITION 6" = 1'-0" 13 DTL SECTION - BASE / WAINSCOTT TRANSITION 6" = 1'-0" M 1' - 1" 2' - 0" BRACE FRAMING 4'-0" OC ADJUSTABLE SHELVING 5/8" GYP. BOARD SUBSTRATE 0' - 5 7/8" 0' - 1" SERVICE VALANCE ON HINGE - PERFORATED METAL (REFER FINISH LEGEND) ADHERED TO BLACK MELAMINE CLAD 1/2" MDF ON BLUM FULL OVERLAY CABINET HINGES 2'-0" OC ATTACHED TO CONTINUOUS 2X4 NAILER PUNCH DRYWALL TO ALLOW FOR 2 WAY MIRROR. PROVIDE 1' OF DRYWALL AT TOP AND BOTTOM AND 4" OF DRYWALL AT SIDES TO ADHERE MIRROR TO WALL PLANAR VIDEO SCREEN AND MOUNT BY OWNER DIMENSIONS 43.81' W X 4.49' H X 3.32" D - VERIFY WITH OWNER BEFORE FRAMING 2' - 1" 7' - 0" BOX BOX FILE 1" = 1'-0" CONTINUOUS 3/4" PLYWOOD BACKING ON 3 5/8" METAL FRAMING PAINT MATTE BLACK 2' - 0" PLAM CLAD 3/4" MDF COUNTERTOP, SPLASH, AND NOSING 2-WAY MIRROR-M2 5/8" GYP. BOARD SUBSTRATE 5/8" GYP. BOARD SUBSTRATE 0' - 1" PLAM CLAD 3/4" MDF COUNTERTOP,AND NOSING PROVIDE GYP. BOARD RETURN AT OFFICE SIDE OF WINDOW-TOP, BOTTOM, AND SIDES 2X6 METAL STUD FRAMING PLAM CLAD FILE DRAWER SCHEDULED HARDWARE Seal 2X6 METAL STUD FRAMING 0' - 10" 1/2" PLYWOOD CLAD IN 1/8" MF1 PROVIDE FRY REGLET "J" MOLD AT TOP, BOTTOM, AND SIDES. FINISH: ANNODIZED EXISTING WALL PLAM CLAD FILE DRAWER SCHEDULED BASE 1"X4" WOOD BASE SCHEDULED BASE PROVIDE FRY REGLET "J" MOLD AT TOP AND BOTTOM. FINISH: ANODIZED 10 OVERALL CASINO 9 SCREEN WALL SECTION 1 1/2" = 1'-0" PROVIDE FRY REGLET "J" MOLD AT TOP AND BOTTOM. FINISH: ANNODIZED 4" HIGH GRANITE BASE 8 DTL-MLW-DECORATIVE MIRROR WALL 3/4" = 1'-0" PLAM CLAD CABINET DOORS 1"X4" WOOD BASE 4" HIGH GRANITE BASE FILE FILE 1" = 1'-0" HOTEL LOBBY AREA OF WORK PLAM CLAD 3/4" MDF ADJUSTABLE SHELVING 3 5/8" METAL FRAMING WITH STUDS AT 1'-4" OC FASTEN WALLS TOGETHER 1' - 0" 1' - 0" 1LAYER 1/2" PLYWOOD CLAD IN MIRROR-M1 DTL-MLW-2-WAY MIRROR 3/4" = 1'-0" SCHEDULED BASE 4" HIGH GRANITE BASE 7 N 6 DTL-MLW-DECORATIVE WALL 3/4" = 1'-0" Key Plan STANDARD MILLWORK-UPPER AND LOWER CABINET 1" = 1'-0" 3' - 5" 2' - 6" 3/4" PLYWOOD TRANSACTION COUNTER CLAD IN PLASTIC LAMINATE 3' - 6" 3MM QUARTZ TRANSACTION COUNTER 1' - 0" 4" 1' - 0" 3' - 5" 1' - 0" 4' - 0" 3' - 6" 3/4" PLYWOOD TRANSACTION COUNTER CLAD IN PLASTIC LAMINATE 1' - 0" 2' - 6" QUARTZ TRANSACTION COUNTER 2X4 STUD FRAMING 1x4 WOOD BRACING 4" RUBBER COVE BASE PULL OUT PRINTER TRAY ON HEAVY DUTY FULL EXTENSION SLIDES 4" RUBBER COVE BASE BRUSHED 2" STAINLESS STEEL PIPING SPLIT AND MOUNTED TO FACE OF DESK 3' - 0" 3" 2' - 0" LED BACK LIGHTING LOCATION PROVIDE REMOVEABLE MILLWORK ACCESS PANELS FOR BACK LIGHTING 1' - 0" SCHEDULED HARDWARE 2" BRUSHED 2" STAINLESS STEEL PIPING SPLIT AND MOUNTED TO FACE OF DESK 2X4 STUD FRAMING PLAM CLAD 3/4" PLYWOOD FIXED SHELVING 1/4" FROSTED ACRYLIC PANEL GT METAL AIR VENT GRILLEDOUG MOCKETT, MESH 1 SIZE: 8W"X6H" COLOR: GRAY 2X4 STUD FRAMING 4" RUBBER COVE BASE 4 DTL-MLW-TEMP. DESK PRINTER STORAGE 1" = 1'-0" 3 DTL-MLW-TEMP. DESK COMPUTER STATION 1" = 1'-0" 4" RUBBER COVE BASE 2 DTL-MLW-CHECK-IN DESK PRINTER STORAGE 1" = 1'-0" v.1.4_noSeal SHEET TITLE: 1 DTL-MLW-CHECK-IN DESK COMPUTER STATION 1" = 1'-0" SCHEDULES & DETAILS 0' 1" = 1' 5 DTL-MLW-WAINSCOTT 3/4" = 1'-0" PROJECT NO. 01-1305 1x4 WOOD BRACING 0" 4" HIGH GRANITE BASE 3MM GRANITE DESIGN AT FACE OF DESK PROVIDE ACCESS PANEL FOR BACK LIGHTING 0' - 2" PLAM CLAD 3/4" PLYWOOD FIXED SHELVING PULL OUT PRINTER TRAY ON HEAVY DUTY FULL EXTENSION SLIDES PROVIDE FRY REGLET 1/2", "J" MOLD AT TOP AND BOTTOM. FINISH: ANNODIZED 2' - 10" 2X4 STUD FRAMING SCHEDULED HARDWARE PULL OUT KEYBOARD TRAY 3/4" PLYWOOD CLAD IN PLASTIC LAMINATE 2' - 10" 1/2" PLYWOOD CLAD IN 1/8" MF1 3/4" PLYWOOD CLAD IN PLASTIC LAMINATE 2' - 10" 3' - 2" 2X6 METAL STUD FRAMING 3' - 6" LED BACK LIGHTING LOCATION LED LIGHTING 0' - 3" 3M GRANITE DESIGN AT FACE OF DESK 3MM QUARTZ COUNTERTOP, SPLASH, AND NOSING 0' - 5" LED LIGHTING 0' - 6" 1" QUARTZ COUNTERTOP, SPLASH, AND NOSING 2' - 10" PULL OUT KEYBOARD TRAY 0' - 8" 0' - 6" 3/4" PLYWOOD COUNTERTOP, NOSING, AND SPLASH CLAD IN PLASTIC LAMINATE SCHEDULED HARDWARE PROVIDE FRY REGLET "T" MOLD 1/2"X1/2" 2' - 6" 3' - 6" 5/8" GYP. BOARD SUBSTRATE-CLAD IN WALLVOVERING ABOVE WAINSCOTT 0' - 8" 0' - 8" 0' - 8" 2' - 6" PLAM CLAD 3/4" PLYWOOD COUNTERTOP, SPLASH, AND NOSING 12/03/2014 2' - 10" 2' - 6" 2X6 METAL STUD FRAMING PLAM CLAD FILE CABINET FRONTS 11 DRAWER LINE OF JAMB BEYOND 3' - 9" 0' - 10" 1' - 0" SCHEDULED HARDWARE PLAM CLAD CABINET DOORS ALIGN AND LEAVE 3/16" GAP WRAPVWC INTO OPENING ON ALL GYP RETURNS 4' - 6" 5' - 3 1/2" 12 CLEAR OPEN 0' - 5" PLAM CLAD FILE DRAWER SCHEDULED BASE 3/4" MDF SHELVING PROVIDE GYP. BOARD RETURN AT OFFICE SIDE OF WINDOW-TOP, BOTTOM, AND SIDES PLAM CLAD FILE CABINET FRONTS 1"X4" WOOD BASE BOX HEADER TYPICAL ALL FRAMED OPENINGS 100% CONSTRUCTION DOCUMENTS 2' - 6" SCHEDULED HARDWARE NEW CEILING REFER CEILING PLAN 2' - 6" DRAWER 1' - 8" 1' - 0 1/4" +/- SCHEDULED HARDWARE DRAWN BY: CHECKED BY: ISSUE DATE: Author Checker 12/03/2014 AI600 This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. PLAM CLAD 3/4" MDF COUNTERTOP,AND NOSING CHEROKEE NATION ENTERTAINMENT, LLC 777 W. CHEROKEE ST. CATOOSA, OK 74015 PROVIDE FRY REGLET 1/2", "H" MOLD AT TOP AND BOTTOM. FINISH: ANNODIZED HARD ROCK LOBBY RENOVATION PROVIDE FRY REGLET 1/4" OPENING "H" AND "J" MOLDS AT PERIMETER AND TRANSITIONS FINISH: ANODIZED 0' - 4" 0' - 2" 5/8" GYP BD ON MTL STUD 8' - 0" No. D B 3 C A 4 DESIGN PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) 6' - 0" 2 2 2 2 2 2 2 2 2 2 2 2 4' - 0" 3 3 3 3 3 3 3 3 3 3 3 3 NOTES 2' - 0" HM HM HM HM HM HM HM HM HM HM HM HM HM HM HEAD 3" 1 1 S1 1 1 1 1 1 1 1 S2 2 1 1 JAMB ARCHITECTURE 0' - 6" 2" 3 2 1 4 4 7 2 5 5 2 1 6 4 5 FRAME FINISH 0' - 6" 0' - 6" 1" MATL 0' - 6" REF. SCHED. WD WD AL WD WD WD WD WD WD WD AL WD WD WD TYPE EQ REF. SCHED. 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" HARDWARE SET NO. EQ 0' - 6" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" FIRE RATING EQ 0' - 6" REF. SCHED. 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 0" 6' - 0" 3' - 0" 3' - 0" FINISH REF. SCHED. A C C A A E A A A A CC AA A A MATL EQ 0' - 2" 0' - 2" 125 126 128 129 136 137 138 140 141A 141B 142A 142B 144 145 DOOR THICKNESS REF. SCHED. REF. SCHED. HEIGHT 0' - 2" WIDTH 0' - 2" REF. SCHED. TYPE 0' - 2" 0' - 6" DOOR SCHEDULE DOOR NO. REF. SCHED. REF. SCHED. 0' - 6" 0' - 2" REF. SCHED. PLC REF. SCHED. 4" REF. SCHED. Description Date REVISIONS D FRAME ELEVATIONS 1/2" = 1'-0" DOOR TYPE AA REF. SCHED. FOR MATERIAL TYPICAL DOOR DOOR TYPE CC REF. SCHED. FOR MATERIAL TYPICAL DOOR FOR MAX VISUAL DOOR ELEVATIONS 1/2" = 1'-0" 12' - 2" 0' - 2" 3' - 0" 0' - 2" 6' - 0" 0' - 2" 0' - 2" REF. SCHED. 0' - 2" 2' - 9" 0' - 2" 2' - 11" 0' - 2" 2' - 9" 0' - 2" HOLLOW METAL DOOR FRAME 3' - 10" 2' - 10" 0' - 1" FINISH FLOOR 0' - 2" INTERIOR Consultants SCHED. DOOR 2' - 10" 0' - 2" EXTERIOR REF. SCHED. MTL STUD BOX HEADER ALUM. STOREFRONT DOOR SYSTEM REF. SCHED. MTL STUD FRAMING 8' - 0" 5/8" GYP. BD. INSUL. WHERE OCCURS 3' - 10" TO HINGE SIDE, UNLESS OTHERWISE INDICATED FACE OF GYP, COUNTER, OR OTHER PERPENDICULAR OBJECT 0' - 2" GYP. BD. BOTH SIDES 0' 0" 1/2" = 1' DOOR TYPE C REF. SCHED. FOR MATERIAL TYPICAL DOOR 0' - 8" 0' - 2" F DOOR TYPE A REF. SCHED. FOR MATERIAL TYPICAL DOOR FRAME TYPE 2 HOLLOW METAL FRAME TYPICAL FOR DOUBLE LEAF DOOR 0' - 2" 0' - 2" FRAME TYPE 1 HOLLOW METAL FRAME TYPICAL FOR SINGLE LEAF DOOR 0' - 8" 1. 2. 3. 4. REFERENCE THE STOREFRONT ELEVATIONS (THIS SHEET) FOR PROPER STOREFRONT SYSTEM FRAME RELOCATE & INSTALL EXISTING HARDWARE FROM INDICATED REMOVED DOORS ON THE DEMILTION PLAN FOR DOORS NOTED A,B,C,&D USE ¼” TEMPERED CLEAR GLASS ALL INTERIOR LITES. USE 1" INSULATED CLEAR TEMPERED LOW EMISSIVITY GLAZING ON ALL EXTERIOR LITES. PANIC HARDWARE TEMPORARILY INSTALL HOLLOW METAL DOORS FOR THE MAJORITY OF CONSTRUCTION, INSTALL SCHEDULED DOOR AT END OF PROJECT 1' - 0" S 0. 1' - 0" DOOR SCHEDULE NOTES 5/8" GYP. BD. 2 INT DOOR HEAD JAMB 3" = 1'-0" S2 INT DOOR HEAD 3" = 1'-0" S1 STOREFRONT 2 1/2" = 1'-0" STOREFRONT 1 1/2" = 1'-0" 1. 2. 3. 8' - 8" WINDOW SCHEDULE NOTES USE ¼” TEMPERED CLEAR GLASS ALL INTERIOR LITES. USE 1" INSULATED CLEAR TEMPERED LOW EMISSIVITY GLAZING ON ALL EXTERIOR LITES. USE MIRRORED GLASS REF. INTERIORS. 0' - 9" STF2 STF3 EXIST. TO REMAIN 2' - 1" 0' - 9" WINDOW TYPE A ALUMINUM FRAME 2-WAY GLASS WINDOW TYPE B ALUMINUM FRAME 2-WAY GLASS WINDOW ELEVATIONS 1/2" = 1'-0" 4" W 2' - 1" 32' - 0" STF1 CA1 0' - 4" 0' - 4" FLOORING LEGEND EXIST. FLOOR TO REMAIN 3" 24' - 0" 16' - 0" WC1/WC8 2" EXIST. FLOOR TO REMAIN WC1/WC8 12' - 4" EXIST. FLOOR TO REMAIN EXIST. FLOOR TO REMAIN WC1/WC8 EXIST. FLOOR TO REMAIN EXIST. FLOOR TO REMAIN STF1 5° 11 STF3-WATER JET CUT 0" 42' 10" STF1 40' - 6" 5' - 6" WITHIN THIS PERIMETER CIRCLE-EXISTING FLOOR TO REMAIN STF2 WC1/WC8 40' - 6" " 2' - 4 27' - 3" 9' - 9" 22' - 4" 28' - 10" 26' - 11" 31' - 3" STF2 STF1 STF1 3' - 8" STF2 STF2 EXISTING FLOOR TO REMAIN MF1 TO CLG BASE-STF2 7' - 11" STF2 STF1 3° MF1 TO CLG BASE-STF2 MF1 TO CLG BASE-STF2 STF1 27° STF2 8° 12° 6' - 3" MF1 TO CLG CA1 SC CA1 CA1 MF1 TO CEILING BASE-STF2 MF1 TO CLGCONTINUE TO END OF RAMP WALL, BOTH SIDES AND ENDS BASE-STF2 100% CONSTRUCTION DOCUMENTS STF3-WATER JET CUT STF2 2' - 9" Key Plan EXISTING FLOOR TO REMAIN STF3-WATER JET CUT 5' - 3" N STF3-WATER JET CUT 2' - 0" 6" 40' - 10' - 4" MF1 TO CEILING BASE-STF2 WC1/WC8 STF1 OVERALL CASINO 0' STF1 STF2 STF2 WC1/WC8 HOTEL LOBBY AREA OF WORK 8' - 0" STF2 STF1 82 ° CA1 EXIST. FLOOR TO REMAIN STF1 1/8" = 1' CA1 ° 55 STF2 1" CA1 9' - 2" EXIST. FLOOR TO REMAIN 1' - 5" STF2 12/03/2014 1' - 3" Seal PROJECT NO. 01-1305 v.1.4_noSeal 1 INTERIOR FINISH FLOOR PLAN 1/8" = 1'-0" SHEET TITLE: DRAWN BY: CHECKED BY: ISSUE DATE: INTERIOR FLR PLAN, DOORS & WINDOWS Author Checker 12/03/2014 AI601 This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. 3 EXT STOREFRONT DOOR SILL 3" = 1'-0" REF. SCHED. CHEROKEE NATION ENTERTAINMENT, LLC 777 W. CHEROKEE ST. CATOOSA, OK 74015 HOLLOW METAL DOOR FRAME HARD ROCK LOBBY RENOVATION 3 5/8" MTL STUD FRAMING @ 16" O.C. 128 0' - 2" CONCRETE SLAB 142A 8' - 8" SCHED. DOOR 0' - 2" INSUL. WHERE OCCURS 2' - 0" 4 BACKER ROD & SEALANT PLC Sim 8 ARCHITECTURE AI600 No. GYP. BOARD PONY WALL Sim 12 COUNTER, SPLASH, NOSING-PL1 1' - 3" SCHEDULED BASE 3' - 3" SUPPORT BRACKET BR1, 3'-0" O.C.-TYPICAL 1' - 2"1' - 4" 3' - 6" SCHEDULED BASE SUPPORT BRACKET BR1, 3'-0" O.C.-TYPICAL AI600 Sim 2 COUNTER, NOSING, AND SPLASH-QZ1 2' - 10" 0' - 8" CABINETS-PL2 INSIDE OF OPEN CABINETS/ PULL OUT DRAWERS/ADJUSTATBLE SHELVING-PL2 2" BRUSHED STAINLESS STEEL TUBING SPLIT IN HALF AND ADHERED TO ACRYLIC W/ CONSTRUCTION ADHESIVE 12 2' - 6" 1' - 6" 1 11 AI610 1' - 0" SCHEDULED BASE 1' - 6" COUNTER-QZ1 Sim 2' - 1" 11 WORK ROOM 126 NORTH 1/4" = 1'-0" PRINTER STATIONCENTER GR1-TYPICAL Sim 3 4 AI600 COMPUTER STATIONCENTER GR1-TYPICAL AI600 TRANSACTION TOP AND WORK COUNTER-PL2 SPLASH-PL1 CABINETS-PL2 INSIDE OF OPEN CABINETS/ PULL OUT DRAWERS-PL2 BACKLIT 1/4" FROSTED ACRYLIC PANEL Sim 1' - 0" 10 CHECK-IN DESK DETAILS 1/2" = 1'-0" 9 CHECK-IN 140 NORTH 1/4" = 1'-0" 1' - 6" 2' - 6" 1' - 6" 2' - 6" 1' - 6" 2' - 6" 1' - 6" 2' - 6" 1' - 6" 2' - 6" 1' - 6" 2' - 6" 1' - 6" 2' - 6" AI600 CABINETS-PL2 Sim 7 2' - 5" 1' - 6" 2' - 10" AI600 3' - 2" 2' - 6" SCHEDULED BASE 1' - 6" TEMP. CHECK-IN DESK EAST 1/4" = 1'-0" 1/2", "SNAP IN REVEALS" FROM FRYE REGLET-TYPICAL AI600 FRYE REGLET "J" MOLD AT EDGE OF WALL-PATTERN CONTINUE TO END OF WALL 2-WAY GLASS-M2 M1 1' - 6" 2-WAY GLASS-M2 Sim 9 Consultants INSIDE OF OPEN CABINETS/ PULL OUT DRAWERS-PL2 2' - 6" 8 Sim AI600 COLUMNS-WALL COVERING-WC3, TYPICAL Sim 3 SPLASH-PL1 1' - 6" TEMP. CHECK-IN DESK NE 1/4" = 1'-0" 8 FRYE REGLET "J" MOLD AT EDGE OF WALL-PATTERN CONTINUE TO END OF WALL Sim SCHEDULED BASE 2' - 6" 2" BRUSHED STAINLESS STEEL TUBING SPLIT IN HALF 2' - 6" CHECK-IN 140 SOUTH 1/4" = 1'-0" 13 WORK ROOM 126 NE 1/4" = 1'-0" Sim AI600 GRANITE SLAB TO MATCH STF1. DESIGN TO BE WATER JET CUT AI600 AI600 14 WORK ROOM 126 EAST 1/4" = 1'-0" 4 0' - 3" 0' - 3" PRINTER STATIONCENTER GR1, TYPICAL 1' - 5" COPMUTER STATIONCENTER GR1, TYPICAL 1' - 3" 1' - 5" 4' - 8" 1' - 6" 1' - 5" 90 ° ° 79 WALLS PAINTED P2 FROM HERE 3' - 2" 2' - 10" 2' - 11" WALL COVERING-WC1 WALL COVERING-WC6 74 ° AI600 0' - 3" 3 REVISIONS 5' - 7" Sim BACK LIT 1/4" THICK FROSTED ACRYLIC PANEL Sim 1' - 3"1' - 3" 1' - 10" 2' - 10" 0' - 8" GRANITE SLAB TO MATCH STF1-ADHERE TO ACRYLIC W/ CONSTRUCTION ADHESIVE 3' - 7" 0' - 4" 1 0' - 3" 0' - 4" COUNTERTOP-QZ1 15 0' - 3" 16 6' - 5" 17 SUPPORT BRACKET BR1, 3'-0" O.C.-TYPICAL FINISHED END PANEL-PL2 3' - 3" WORK ROOM 126 SOUTH 1/4" = 1'-0" AI600 SCHEDULED BASE SCHEDULED BASE SCHEDULED BASE WORK ROOM 126 WEST 1/4" = 1'-0" GYP. BOARD PONY WALL COUNTER, SPLASH, NOSING-PL1 1' - 0" SUPPORT BRACKET BR1, 3'-0" O.C.-TYPICAL 2' - 6" 2' - 6" SUPPORT BRACKET BR1, 3'-0" O.C.-TYPICAL 2' - 6" AI600 Sim 11 3' - 6" AI600 BOX BOX FILE-PL2 FILE DRAWERS MUST HOLD STANDARD SIZE HANGING FILE FOLDER FRAMES 2' - 10" 0' - 8" COUNTER, SPLASH, NOSING-PL1 Sim 11 2' - 6" AI600 BOX BOX FILE-PL2 FILE DRAWERS MUST HOLD STANDARD SIZE HANGING FILE FOLDER FRAMES AI600 BOX BOX FILE/FILE FILE-PL2 FILE DRAWERS MUST HOLD STANDARD SIZE HANGING FILE FOLDER FRAMES Date COUNTER, SPLASH, NOSING-PL1 FILE FILE-PL2 FILE DRAWERS MUST HOLD STANDARD SIZE HANGING FILE FOLDER FRAMES 2' - 6" Sim Description 2-WAY GLASS-M2 8' - 8" 12 99 ° Sim 12 PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) 3' - 3" COUNTER, SPLASH, NOSING-PL1 DESIGN 8' - 8" MF1 2' - 1" 1' - 10" ° 81 ° 81 4' - 0" 3' - 10" 1' - 10" 4' - 0" 2' - 1" 1' - 10" 5' - 4" WAINSCOTT(WC8)-MF1. REFER TO DETAIL 3, SHEET AI610. CONTINUE AROUND PERIMETER OF ELEVATOR LOBBY BASE-RB1 FROM HERE BASE-STF2 FROM HERE SCHEDULED BASE-STF2 CHECK-IN WEST OLD 1/4" = 1'-0" CEILING BEYOND SCHEDULED BASE 1" GAP BETWEEN SCREEN AND WALL OR VALANCE FINISHED WALL 10 HINGED VALANCE REFER SECTION Sim 7 AI600 WALL COVERING-WC7 (22) VIDEO SCREENS AI600 WALL COVERING AT COLUMN-WC3-TYPICAL WC1 2' - 3" DECORATIVE WALL 5 2' - 3" TEMPORARY CHECKIN DESK BEYOND 3' - 10" 4' - 6" WAINSCOTT-MF1 Sim WB1-MOUNTED INSIDE ROOM 126 AI600 WALL COVERING-WC1 WALLCOVERING-WC2 PL2 WRAP COLUMN W/ WAINSCOTTWC8 SCHEDULED BASE BASE-RB1 43' - 10" 6 3' - 7" 5 VIDEO WALL BEHIND CHECK-IN 1/4" = 1'-0" 17 WALL COVERING-WC7, TYPICAL WALL COVERING-WC1 CHECK-IN SOUTH 1/4" = 1'-0" AI600 Sim 17 AI600 Sim Sim 17 AI600 17 AI600 Sim 17 AI600 Sim 17 Sim AI600 17 AI600 Sim WAINSCOTT-(WC8)-MF1. REFER TO DETAIL 3, SHEET AI610. EXISTING STOREFRONT GLASS WINDOWS SLANTED WALLS WALL COVERINGWC1-TYPICAL Seal 12/03/2014 HOTEL LOBBY AREA OF WORK WALL COVERING-WC2 OVERALL CASINO 1 Sim AI600 RECESSED FLAT SCREEN TELEVISIONS-OWNER PROVIDED, CONTRACTOR INSTALLED. VERIFY DEPTH OF RECESS W/ OWNER N Key Plan SCHEDULED BASE SCHEDULED BASE NEW CHECK-IN DESK 32' - 0" CHECK-IN EAST 1/4" = 1'-0" 4" 4 COMPUTER STATIONCENTER GR1OVER EACH, TYPICAL 6' - 7" 3 WAINSCOTT-WC8 1/2" = 1'-0" 2' - 3" 1' - 0" 3' - 6" DOOR TO EXISTING STORAGE 145 WAINSCOTT(WC8)-MF1. REFER TO DETAIL 3, SHEET AI610 SPLASH-PL2 CABINETS-PL2 EXISTING ELEVATORS INSIDE OF OPEN CABINETS/ PULL OUT DRAWERS-PL2 NEW CHECK-IN DESK SCHEDULED BASE 0' - 4" 0' - 9" ° 90 ° 80 1' - 8" WALL COVERING-WC1 TRANSACTION TOP AND WORK COUNTER-QZ1 16' - 0" PRINTER STATIONCENTER GR1OVER EACH, TYPICAL 3' - 2" ° 80 0' - 7" 0° 11 WALL COVERING-WC1 NEW BACKLIT COLUMN WRAP AT EXISTING STRUCTURAL COLUMNS. WALL COVERING-WC3-TYPICAL 8' - 0" 0° 11 ° 90 24' - 0" 3" 1' - 0" 2' - 6" 1' - 6" 2' - 6" 1' - 6" 2' - 6" 1' - 6" 2' - 6" 1' - 6" 2' - 6" 1' - 6" 2' - 6" 1' - 6" 2' - 6" 1' - 6" 2' - 6" 1' - 6" 2' - 6" 1' - 6" 2' - 6" 1' - 6" 2' - 6" 1' - 6" 2' - 6" 1' - 6" CONTINUE WAINSCOTT WC8 AT COLUMN SCHEDULED BASE SCHEDULED BASE PROJECT NO. 01-1305 v.1.4_noSeal SCHEDULED BASE SHEET TITLE: BASE-STF2 REPETITIVE PATTERN EVERY 6'-7" 2 CHECK-IN DESK WEST 1/4" = 1'-0" 1 CHECK-IN NORTH 1/4" = 1'-0" INTERIOR ELEVATIONS 0' 1' - 1" 1/8" = 1' 1' - 11" 2" 1' - 1" 2' - 10" 0' - 8" 1' - 2" AI600 1" PANEL MATERIAL-MF1 Sim 0" 5 100% CONSTRUCTION DOCUMENTS 11 AI610 DRAWN BY: CHECKED BY: ISSUE DATE: Author Checker 12/03/2014 AI610 This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. 7 AI600 FRYE REGLET "J" MOLD AT EDGE OF WAINSCOTT-PATTERN CONTINUE TO END OF WALL 0' - 8" SCHEDULED BASE-RB1 Sim HARD ROCK LOBBY RENOVATION 5 CHEROKEE NATION ENTERTAINMENT, LLC 777 W. CHEROKEE ST. CATOOSA, OK 74015 WALL COVERING-WC1 PLC FIRE SPRINKLER PLAN NOTES GENERAL: THERE IS AN EXISTING WET-PIPE SPRINKLER SYSTEM SERVING THE PROJECT AREA. REVISE, REMOVE, REPLACE, AND/OR PROVIDE ADDITIONAL SPRINKLER HEADS AS NOTED BELOW, AND MODIFY PIPING AS REQUIRED TO PROVIDE CODE REQUIRED COVERAGE IN ACCORDANCE WITH NFPA-13. REFER TO ARCHITECT'S REFLECTED CEILING PLANS FOR CEILING TYPES, MATERIAL, ELEVATION, AND OTHER FEATURES AND COMPONENTS. A. REMOVE EXISTING SPRINKLER HEADS AND PROVIDE UPRIGHT SPRINKLER HEADS FOR OPEN CEILING SHELL SPACE AREAS. B. REMOVE EXISTING SPRINKLER HEADS AND PROVIDE SEMI-RECESSED CHROME SPRINKLER HEADS WITH CHROME ESCUTHEONS. C. REMOVE EXISTING SPRINKLER HEADS AND PROVIDE FULLY CONCEALED SPRINKLER HEADS. PROVIDE CHROME COVERPLATES FOR "MIRROR" FINISH CEILING AREAS. PROVIDE FACTORY APPLIED CUSTOM COLOR COVERPLATES (COLOR SELECTED BY ARCHITECT) FOR GYPSUM BOARD CEILINGS, ACRYLIC CEILINGS, AND OTHER ARCHITECTURAL CEILING MATERIALS. 1. RUN ALL PIPING PARALLEL OR PERPENDICULAR TO STRUCTURE IN ALL AREAS. SPRINKLER CONTRACTOR SHALL COORDINATE LOCATION OF HORIZONTAL SPRINKLER DESIGN PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) No. Description Date PIPING WITH OTHER TRADES TO MISS ALL LIGHT FIXTURES, DUCTS, VAV BOXES, AIR DIFFUSERS AND ALL OTHER ITEMS WHERE CEILING CLEARANCES ARE CLOSE. 2. DESIGN, FABRICATE, INSTALL THE FIRE PROTECTION AUTOMATIC SPRINKLER SYSTEM IN AN ACCEPTABLE MANNER TO THE STATE HEALTH DEPARTMENT, LOCAL FIRE MARSHALL AND THE ARCHITECT/ENGINEER. 3. D. ARCHITECTURE FIRE SPRINKLER GENERAL NOTES 4. PAY ALL PERMITS, LICENSES, FEES, DEPOSITS AND CHARGES IN CONNECTION WITH THE WORK, EXCEPT AS NOTED HEREIN. SECURE ALL NECESSARY APPROVALS. REVISIONS DESIGN AND INSTALL THE SYSTEM PER THE REQUIREMENTS OF NFPA-13. ALL DEFICIENCIES SHALL BE THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR AND REVISE LOCATION OF EXISTING SPRINKLER HEADS AND/OR PROVIDE ADDITIONAL HEADS AS REQUIRED TO ACCOMODATE WALL LOCATION REVISION. ANY DEVIATIONS FROM THE REQUIREMENTS IN NFPA-13 AND/OR THE APPROVED PLANS SHALL REQUIRE SPECIAL PERMISSION FROM THE ARCHITECT. 5. COMPLY WITH ALL RULES, REGULATIONS, LAWS AND ORDINANCES OF THE STATE, LOCAL, CITY OR COUNTY AUTHORITIES AND UTILITY COMPANIES. 6. THE AUTOMATIC SPRINKLER SYSTEM SHALL BE DESIGNED, FABRICATED, INSTALLED AND TESTED BY AN EXPERIENCED CONTRACTOR APPROVED BY THE ARCHITECT AND LICENSED BY THE STATE TO PERFORM SUCH WORK. 7. SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND THE OWNER'S INSURANCE COMPANY FOR APPROVAL. BEFORE BEING SENT TO THE ARCHITECT, ALL SHOP DRAWINGS MUST BEAR THE INSURANCE SERVICE OFFICES (ISO) STAMP OF ACCEPTANCE AND THE LOCAL AHJ STAMP OF APPROVAL. CERTIFICATE OF AUTHORIZATION 5338 RENEWAL DATE: 6/30/2015 8. SUBMIT COMPLETE LAYOUT DRAWING OF OVERHEAD SPRINKLER SYSTEM AND RELATED EQUIPMENT INDICATING RELATIONSHIP OF ALL THE OVERHEAD ITEMS INCLUDING HP ENGINEERING INC. 1836 SOUTH BALTIMORE AVENUE SUITE B TULSA, OKLAHOMA 74119 (539) 664-4618 CEILING AIR DIFFUSERS, LIGHTING FIXTURES, BEAMS AND ALL OTHER ITEMS. ALL SPRINKLER HEADS SHALL BE SPACED PER NFPA. 9. 10. PROVIDE SPRINKLER HEAD(S) FOR EACH ROOM/SPACE FOR COMPLETE PROTECTION UNLESS NOTED OTHERWISE ON PLANS. Consultants A CORROSIVE-RESISTANT PLACARD SHALL BE PLACED ON THE BASE OF THE RISER STATING THE DESIGN CRITERIA AND RESULTING DEMAND AT THE BASE OF THE RISER, INCLUDING HOSE STREAM ALLOWANCES. ALL PIPING, FITTINGS, HANGERS, VALVES, AND DEVICES ARE TO COMPLY WITH NFPA NO. 13. B HOTEL LOBBY RENOVATION A HARD ROCK CASINO 777 W. CHEROKEE ST. CATOOSA, OK 74015 11. PROVIDE FULLY RECESSED CONCEALED SPRINKLER HEADS IN ALL GYPSUM BOARD CEILINGS D B This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. EN KORY M. ZEHR G I NE ER L I C E NS E D S S I ON A OFE L PR 22834 OK L A H OM A CA5338(PE) Seal 12/03/2014 AREA OF WORK N B C 1 FIRST FLOOR FIRE PROTECTION 1/8" = 1'-0" 100% CONSTRUCTION DOCUMENTS Key Plan PROJECT NO. 01-1305 v.1.4_noSeal SHEET TITLE: DRAWN BY: CHECKED BY: ISSUE DATE: FIRE PROTECTION PLAN Author Checker 12/03/2014 FP100 1. 2. 3. 5. 6. DEMOLISH EXISTING SYSTEMS, EQUIPMENT, ETC. AS NECESSARY TO MAKE WAY FOR NEW CONSTRUCTION. AVOID DISRUPTION OF SERVICES DURING NORMAL BUSINESS HOURS. ALL SYSTEM SHUTDOWNS SHALL BE COORDINATED WITH BUILDING OWNER AND SCHEDULED AFTER NORMAL BUSINESS HOURS OR AS OTHERWISE APPROVED BY OWNER. PRIOR TO DEMOLITION, FIELD VERIFY AND IDENTIFY ANY EXISTING EQUIPMENT TO REMAIN IN SERVICE BY SYSTEMS SHOWN TO BE DEMOLISHED. NOTIFY ENGINEER OF ANY SUCH CONDITIONS AND REMOVE AND/OR RELOCATE THE SERVICES AS DIRECTED. PLUMBING GENERAL NOTES PLUMBING LEGEND PLUMBING DEMOLITION KEYNOTES PLC PLUMBING DEMOLITION GENERAL NOTES ARCHITECTURE LINE TYPE / SYMBOL 1 REMOVE DRAIN AND CAP AND SEAL PIPING BELOW SLAB. 2 CAP DOMESTIC WATER PIPING ABOVE CEILING AT MAIN. DESCRIPTION SS SANITARY SEWER LINE TYPE / SYMBOL D.F.U DRAIN FIXTURE UNITS GW GREASE WASTE B.F.F BELOW FINISHED FLOOR V VENT A.F.F ABOVE FINISHED FLOOR 3. THE CONTRACTOR SHALL OBTAIN AND PAY ALL FEES RELATED TO PERMITTING, INSPECTION, TAP-ON FEES, ETC. DCW DOMESTIC COLD WATER GPM GALLONS PER MINUTE 4. THE CONTRACTOR SHALL COORDINATE ANY PLUMBING OR PIPING SYSTEM SHUTDOWN WITH THE OWNER A MINIMUM 48 HOURS IN ADVANCE. DHW DOMESTIC HOT WATER F.L FLOW LINE INVERT DHWR DOMESTIC HOT WATER RETURN FLOOR DRAIN (FD-1) G LOW PRESSURE GAS FROST PROOF WALL HYDRANT (FPWH-1) MPG MEDIUM PRESSURE GAS HOSE BIBB (HB-1) RD ROOF DRAIN LINE CAP ORD OVERFLOW ROOF DRAIN FLOOR CLEANOUT (FCO-1) / FINISHED GRADE CLEANOUT (FGCO-1) FL FIRE LINE WALL CLEAN OUT (WCO-1) / STACK CLEAN OUT (SCO-1 UNION VALVE 2. THE PIPING INDICATED ON THESE PLANS IS DIAGRAMMATICAL. ALL WORK SHALL BE COORDINATED WITH ALL OTHER TRADES PRIOR TO INSTALLATION. CONTRACTOR SHALL COORDINATE ROUTING OF ALL PIPING WITH EXISTING CONDITIONS AND SHALL PROVIDE ANY NECESSARY OFFSETS, REROUTING, TEES, ELBOWS, ETC. REQUIRED FOR A COMPLETE AND COORDINATED INSTALLATION. 3 CAP VENT PIPING AT RISER ABOVE CEILING. 4 ABANDON BELOW FLOOR DOMESTIC WATER PIPING. CAP AND SEAL EACH END BELOW SLAB. 5 REMOVE FLOOR CLEANOUT AND CAP AND SEAL PIPING BELOW SLAB MEET WITH OWNER PRIOR TO DEMOLITION TO IDENTIFY EXISTING MATERIALS, SYSTEMS, EQUIPMENT, ETC, ARE CONSIDERED SALVAGE OR DEBRIS. REMOVE DEBRIS FROM SITE AND DISPOSE OF IN AN APPROVED MANNER AS DIRECTED BY OWNER/GENERAL CONTRACTOR. CAP AND SEAL ALL UNUSED PIPING BRANCHES IN AN APPROVED MANNER. REPLACE ALL DAMAGED PIPE INSULATION. MATCH EXISTING OR AS SPECIFIED IN SCHEDULE. REMOVE ALL UNUSED PIPING, TRASH, AND NON-PLENUM RATED MATERIALS FROM CEILING PLENUM AND CRAWLSPACE AREAS. DESIGN 1. THE ENTIRE PLUMBING SYSTEM SHALL BE IN ACCORDANCE WITH THE CURRENT INTERNATIONAL PLUMBING CODE, AND ALL OTHER GOVERNING STATE AND LOCAL CODES, STATUTES, REGULATIONS, AND REQUIREMENTS OFAUTHORITY HAVING JURISDICTION. DESCRIPTION PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) No. Description Date 5. ALL DOMESTIC WATER, VENT, AND NATURAL GAS PIPING SHOWN IS ABOVE CEILING, EXPOSED OVERHEAD, OR WITHIN WALLS UNLESS NOTED OTHERWISE. 6. ALL SANITARY SEWER AND OTHER WASTE PIPING SHOWN IS BELOW SLAB, BELOW FLOOR, OR WITHIN WALLS UNLESS NOTED OTHERWISE. REVISIONS 7. ALL PIPING PENETRATIONS THROUGH WALLS OR FLOORS SHALL BE SEALED EQUAL TO THE RATING OF THE WALL OR FLOOR. 8. CLEAN AND DISINFECT THE DOMESTIC WATER SYSTEM IN ACCORDANCE WITH SPECIFICATIONS AND LOCAL CODE AND HEALTH DEPARTMENT REQUIREMENTS. 9. TEST ALL PIPING SYSTEMS IN ACCORDANCE WITH SPECIFICATIONS AND AS REQUIRED BY LOCAL CODE AND AUTHORITY HAVING JURISDICTION. 10. ANY PVC PIPE PENETRATIONS OF FIRE RATED ASSEMBLIES SHOULD BE EXTERNALLY SLEEVED WITH STEEL, FERROUS, OR COPPER MATERIALS, SECURELY FASTENED TO THE FIRE RATED ASSEMBLY, AND ANY SPACE BETWEEN THE SLEEVE AND THE ASSEMBLY PENETRATED SHALL BE PROTECTED USING MATERIAL THAT CONFORMS TO ASTM E 814 OR UL 1479, SUCH AS FIRE STOP FS-1900 OR FLAME STOPPER 5000. CERTIFICATE OF AUTHORIZATION 5338 RENEWAL DATE: 6/30/2015 VALVE IN RISER HP ENGINEERING INC. 1836 SOUTH BALTIMORE AVENUE SUITE B TULSA, OKLAHOMA 74119 (539) 664-4618 Consultants 4 5 6 6.7 7 8 8.3 8.5 9 9.5 10 11 12 13 14 W DN V U 1 DN SS HARD ROCK CASINO 777 W. CHEROKEE ST. CATOOSA, OK 74015 3 HOTEL LOBBY RENOVATION SS 1 T 1 S DN S S I ON A OFE L PR R KORY M. ZEHR 22834 OK 2 Q.2 G I NE ER EXISTING HOT AND COLD WATER ABOVE CEILING TO REMAIN EN 2 This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. 2 L I C E NS E D 1.5 L A H OM A CA5338(PE) Seal 12/03/2014 Q 5 P 1 1 SS 1 AREA OF WORK N.8 2 N 4 DN Key Plan 3 DN SS 15 N DN M 100% CONSTRUCTION DOCUMENTS 1 SS 0.1 PROJECT NO. 01-1305 v.1.4_noSeal SHEET TITLE: 1 FIRST FLOOR PLUMBING DEMO 1/8" = 1'-0" DRAWN BY: CHECKED BY: ISSUE DATE: PLUMBING DEMO PLAN KFR KMZ 12/03/2014 PD100 A TAG B C D MANUFACTURER TITUS TITUS TITUS TITUS MODEL NO. FL-10 63FL TMS-AA PAR-AA SUPPLY RETURN / EXHAUST SUPPLY RETURN SLOT GRILLE GRILLE GRILLE REFER TO PLANS REFER TO PLANS 24"x24" 24"x24" 1/1" -- -- -- SERVICE TYPE FACE SIZE OR SLOT LENGTH - IN. NUMBER OF SLOTS / SLOT WIDTH- IN. MOUTING TYPE FINISH REMARKS HVAC GENERAL NOTES MECHANICAL LEGEND SURFACE SURFACE LAY-IN LAY-IN SELECTED BY ARCH SELECTED BY ARCH WHITE WHITE 2 1 EXHAUST GRILLE (CEILING MOUNTED) TEMPERATURE SENSOR (MOUNTED AT 48" A.F.F) SUPPLY DIFFUSER (CEILING MOUNTED) DIFFUSER CALLOUT TAG RETURN GRILLE (CEILING MOUNTED) EQUIPMENT OR DEVICE TAG DUCT MOUNTED SMOKE DETECTOR 3. ALL WORK SHALL CONFORM TO STATE AND LOCAL CODES, RULES, REGULATIONS, AND ORDINANCES, WHICH SHALL TAKE PRECEDENCE OVER THE PLANS IF CONFLICTS EXIST BETWEEN THEM. AIR FLOW ARROW MANUAL BALANCE DAMPER 4. THE DRAWINGS INDICATE THE GENERAL LAYOUT REQUIREMENTS FOR EQUIPMENT, FIXTURES, PIPING, DUCTWORK, ETC. FINAL LAYOUT SHALL BE MODIFIED TO FIT ACTUAL SITE CONDITIONS. C CONDENSATE PIPE SIDEWALL AIR DEVICE R REFRIGERANT PIPE B.O.D. BOTTOM OF DUCT 16"ø ROUND DUCT B.O.B. BOTTOM OF BEAM 16"ø DOUBLE WALL ROUND DUCT A.F.F. ABOVE FINISHED FLOOR CFM STANDARD CUBIC FEET PER MINUTE A.F.G. ABOVE FINISHED GRADE FD FIRE DAMPER S ? ? ? ? ? GENERAL NOTES: D A. REFER TO PLANS FOR NECK SIZES. B. REFER TO ARCHITECT'S REFLECTED CEILING PLANS TO DETERMINE SURFACE OR LAY-IN 24x12 MOUNTING FOR CEILING DIFFUSERS. REMARKS: 1. SUBMISSION OF PROPOSAL IN CONNECTION WITH THIS WORK SHALL IMPLY THAT THE BIDDER HAS EXAMINED THE JOB SITE UNDER WHICH HE WILL BE OBLIGATED TO OPERATE SHOULD HE BE AWARDED THE WORK UNDER THIS CONTRACT. NO EXTRA CHARGE WILL BE ALLOWED FOR FAILURE OF ANY BIDDER TO EXAMINE THE SITE PRIOR TO BID. THERMOSTAT (MOUNTED AT 48" A.F.F) T 2. ALL RECTANGULAR DUCT SIZES SHOWN ARE THE OUTSIDE METAL DIMENSIONS. DUCT DIMENSIONS ALREADY HAVE ALLOWANCES FOR THE INSULATION LINER WHERE APPLICABLE IN THE RECTANGULAR DUCTS. AT DUAL WALL DUCTS, THE DIMENSION SHOWN IS THE OUTSIDE METAL DUCT SIZE AND ALREADY HAVE ALLOWANCES FOR THE INSULATION THICKNESS. 5. COORDINATE ALL WORK WITH THE OWNER AND ALL OTHER CONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RIGGING, HANDLING, AND PROTECTION OF MATERIALS. PROVIDE LABOR TO RECEIVE, UNLOAD, STORE, PROTECT, AND TRANSFER TO POINT OF INSTALLATION OF ANY OWNER FURNISHED ITEMS. RECTANGULAR DUCT (FIRST DIMENSION, SIDE SHOWN) TYPE 66 FLANGED BORDER WITH CONCEALED MOUNTING, TYPE-SXX END CAPS H ARCHITECTURE No. Description INSULATION TYPE REVISIONS 8. USE FLEX DUCTS FOR DUCT RUNOUTS TO CEILING DIFFUSERS, EXCEPT USE RIGID ELBOW FOR FINAL CONNECTION TO ALL CEILING DIFFUSERS. LIMIT TO 6' MAX. LENGTHS, EXCEPT NO FLEX DUCT ALLOWED ABOVE GYP. CEILINGS. HUMIDISTAT (MOUNTED AT 48" A.F.F) 9. PROVIDE A COMPLETE AND OPERATING MECHANICAL SYSTEM, INCLUDING ALL INCIDENTAL ITEMS AND CONNECTIONS NECESSARY FOR PROPER OPERATION OR CUSTOMARILY INCLUDED, EVEN THOUGH EACH AND EVERY ITEM MAY NOT BE INDICATED. ROUND WRAPPED OR RECTANGULAR LINED, AS INDICATED ON PLANS. FIBERGLASS WRAP OR MATTE FACED FIBERGLASS LINER 2" WRAP OR 1" LINER ALL RUNOUTS TO SUPPLY DIFFUSERS AND RETURN GRILLES CONCEALED ABOVE CEILINGS ROUND WRAPPED OR RECTANGULAR LINED, AS INDICATED ON PLANS. FIBERGLASS WRAP OR MATTE FACED FIBERGLASS LINER 2" WRAP OR 1" LINER SUPPLY AIR SLOT DIFFUSER PLENUMS RECTANGULAR LINED MATTE FACED FIBERGLASS LINER 1" LINER TRANSFER AIR DUCT RECTANGULAR LINED MATTE FACED FIBERGLASS LINER 1" LINER CERTIFICATE OF AUTHORIZATION 5338 RENEWAL DATE: 6/30/2015 11. WHERE CONDUIT, CABLES, DUCTWORK OR PIPING PASSES THROUGH FIRE RATED FLOORS OR WALLS, THE SLEEVES SHALL BE COMPLETELY SEALED WITH A FIRE STOP MATERIAL THAT IS UL LISTED AND ACCEPTED BY LOCAL AUTHORITIES HAVING JURISDICTION (AHJ) AS BEING SUITABLE FOR THIS SERVICE SUCH AS DOWN CORNING CORP "SILICONE ELASTOMER, RTV FOAM, OR SIMILAR MATERIAL TO MAINTAIN FIRE RATING OF THE WALL OR FLOOR. INSULATION THICKNESS ALL LOW PRESSURE CONSTANT VOLUME SUPPLY AIR DUCT FROM AIR HANDLER OR PACKAGED UNIT Date 7. PROVIDE BALANCE DAMPERS AT ALL SUPPLY AND RETURN DUCT RUNOUTS TO GRILLES AND DIFFUSERS. LOCATE AS FAR AS POSSIBLE FROM GRILLES IN AN ACCESSIBLE LOCATION. PROVIDE ACCESS PANELS IN SOLID WALLS AND CEILINGS FOR BALANCING DAMPERS. MECHANICAL DUCTWORK AND INSULATION SCHEDULE DUCT TYPE PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) 10. REFER TO ARCH. PLANS AND DETAILS FOR EXACT LOCATION OF ALL WALL AND CEILING MOUNTED DEVICES. ADJUST LOCATION OF SIDEWALL DEVICES AS NECESSARY TO AVOID INTERFERENCE WITH MOLDING OR OTHER ELECTRICAL DEVICES. SERVICE DESIGN 6. IN CASES OF EQUIPMENT SUBSTITUTION, CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL SYSTEMS AND COMPONENTS WILL FIT PROPERLY PRIOR TO FABRICATION OR ORDERING. INSTALLED DUCTS MAY BE RESIZED BY THE CONTRACTOR TO FIT FIELD CONDITIONS AS LONG AS THE INSTALLED DUCTS SHALL HAVE EQUAL FRICTION LOSS TO THOSE SHOWN. RECTANGULAR DUCTS SHALL NOT BE CHANGED TO ROUND DUCTS. PROVIDE COMPLETE SHEET METAL SHOP DRAWINGS TO ENGINEER SHOWING ACTUAL DUCT SIZES, ARRANGEMENTS, AND UNIT LOCATIONS TO BE INSTALLED. THIS SHALL BE DONE PRIOR TO FABRICATION OR INSTALLATION. 1. PROVIDE ALL ALUMINUM CONSTRUCTION. 2. PROVIDE CONTINUOUS SLOT FACE WITH ACTIVE SUPPLY SECTIONS AS NOTED ON PLANS. HIGH THROW PATTERN CONTROLLER PLC GRILLE, REGISTER, AND DIFFUSER SCHEDULE 12. CONTRACTOR SHALL NOT INSTALL ANY MAINTENANCE ITEMS ABOVE HARD CEILINGS. THIS SHALL INCLUDE VALVES, DAMPERS, OR ANY OTHER ITEMS THAT REQUIRE ACCESS AFTER CONSTRUCTION IS COMPLETED. IF INSTALLATION ABOVE A HARD CEILING OF THESE ITEMS CANNOT BE AVOIDED, THEN PROVIDE CEILING ACCESS DOORS EQUAL TO ACUDOR MODEL FW-505 WHERE REQUIRED. AT FIRE-RATED WALLS, USE EQUIVALENT OF ACUDOR MODEL FB-5060. MINIMUM SIZE SHALL BE 12"x12". USE 18"x18" WHEN PERSONNEL ACCESS IS REQUIRED. COORDINATE WITH ARCHITECT PRIOR TO START OF WORK. HP ENGINEERING INC. 1836 SOUTH BALTIMORE AVENUE SUITE B TULSA, OKLAHOMA 74119 (539) 664-4618 Consultants 13. PROVIDE AN INSULATED BACK ON ALL THERMOSTATS AND TEMPERATURE SENSORS THAT ARE MOUNTED ON CMU OR HOLLOW WALLS. PROVIDE SHALLOW DEVICE EXTENSION BOX BEHIND T-STATS AND SENSORS ON MASONRY WALLS. 1. DEMOLISH EXISTING SYSTEMS, EQUIPMENT, ETC. AS NECESSARY TO MAKE WAY FOR NEW CONSTRUCTION. AVOID DISRUPTION OF SERVICES DURING NORMAL BUSINESS HOURS. ALL SYSTEM SHUTDOWNS SHALL BE COORDINATED WITH BUILDING OWNER AND SCHEDULED AFTER NORMAL BUSINESS HOURS OR AS OTHERWISE APPROVED BY OWNER. 2. PRIOR TO DEMOLITION, FIELD VERIFY AND IDENTIFY ANY EXISTING EQUIPMENT TO REMAIN IN SERVICE BY SYSTEMS SHOWN TO BE DEMOLISHED. NOTIFY ENGINEER OF ANY SUCH CONDITIONS AND REMOVE AND/OR RELOCATE THE SERVICES AS DIRECTED. 3. MEET WITH OWNER PRIOR TO DEMOLITION TO IDENTIFY EXISTING MATERIALS, SYSTEMS, EQUIPMENT, ETC, ARE CONSIDERED SALVAGE OR DEBRIS. REMOVE DEBRIS FROM SITE AND DISPOSE OF IN AN APPROVED MANNER AS DIRECTED BY OWNER/GENERAL CONTRACTOR. 4. PATCH AND REPAIR ALL UNUSED OPENINGS IN DUCTWORK. SEAL OPENINGS AIRTIGHT AND PROVIDE A SMOOTH UNOBSTRUCTED SURFACE INSIDE THE DUCT. REPLACE ALL DAMAGED DUCT INSULATION. MATCH EXISTING OR AS SPECIFIED IN SCHEDULE. 5. CAP AND SEAL ALL UNUSED PIPING BRANCHES IN AN APPROVED MANNER. REPLACE ALL DAMAGED PIPE INSULATION. MATCH EXISTING OR AS SPECIFIED IN SCHEDULE. 6. REMOVE ALL UNUSED DUCTWORK , TRASH, AND NON-PLENUM RATED MATERIALS FROM CEILING PLENUM. 7. PROVIDE TEMPORARY FILTER ON RETURN AIR GRILLES AND OPENINGS DURING CONSTRUCTION. 8. CLEAN SURFACES AND REPAINT AS NECESSARY TO RESTORE FINISH TO NEW ALL DIFFUSERS AND GRILLES NOTED TO BE REUSED. 45° TAKE-OFF FITTING CAN BE PURCHASED AS FLEXMASTER MODEL "STO" OR EQUIVALENT MAIN L.P. SUPPLY AIR DUCT MAIN TRUCK SUPPLY DUCT G I NE ER CONICAL SPIN-IN WITH BALANCE DAMPER S S I ON A OFE L PR AIRFLOW EN SLOT DIFFUSER/RETURN GRILLE PLENUM This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. FLEX DUCT, MAX. 6'-0" LENGTH FLEX DUCT SIZE SHALL MATCH NECK SIZE OF DIFFUSER L I C E NS E D USE RIGID ELBOW TO MAKE FINAL CONNECTION TO DIFFUSER HOTEL LOBBY RENOVATION HVAC DEMOLITION GENERAL NOTES HARD ROCK CASINO 777 W. CHEROKEE ST. CATOOSA, OK 74015 14. ANY PVC PIPE PENETRATION OF FIRE RATED ASSEMBLY SHOULD BE EXTERNALLY SLEEVED WITH STEEL, FERROUS, OR COPPER MATERIALS, SECURELY FASTENED TO THE FIRE RATED ASSEMBLY, AND ANY SPACE BETWEEN THE SLEEVE AND THE ASSEMBLY PENETRATED SHALL BE PROTECTED USING MATERIAL THAT CONFORMS TO ASTME 814 OR UL 1479, SUCH AS FIRE STOP FS-1900 OR FLAME STOPPER 5000. KORY M. ZEHR 22834 OK 45° PROVIDE MFR.'S SEAL PLATE/GASKET AT SLOT PLENUM PENETRATION. * L A H OM A CA5338(PE) Seal 12/03/2014 L.P. BRANCH DUCT HARD CEILING NOTE: FOR REMOTE DAMPERS SERVING OTHER THAN SLOT DIFFUSERS, ROUTE CABLE OPERATOR TO CEILING CUP OR MOUNTING PLATE ABOVE CEILING IN AN ACCESSIBLE LOCATION. DRAW BAND WITH SILICONE SEALER HAND VOLUME DAMPER MANUAL BALANCE DAMPER AT ALL DIFFUSER RUNOUTS. DAMPER TO HAVE NYLON BEARINGS AND DAMPER LEVER TO EXTEND OUTSIDE OF DUCT WRAP AREA OF WORK CEILING CEILING DIFFUSER N CABLE OPERATOR ACCESSIBLE THRU FACE SLOT. ADJUSTABLE WITH SCREWDRIVER. AFIX MFR.'S ANGLE BRACKET TO INSIDE OF PLENUM. * - EQUALS WIDTH OF BRANCH DUCT UP TO 12". 12" FOR ALL BRANCH DUCTS LARGER THAN 12". Key Plan 1 REMOTE CABLE OPERATED DAMPER N.T.S 2 TYPICAL DIFFUSER CONNECTION N.T.S 3 TYPICAL SUPPLY AIR BRANCH DUCT TAKE-OFF N.T.S 100% CONSTRUCTION DOCUMENTS ROTO-TWIST WORM GEAR ASSEMBLY ROTO-TWIST CABLE. PROVIDE LENGTH AS REQUIRED AND INTERMEDIATE CABLE SUPPORTS/ RETAINERS PER MFR. RECOMMENDATIONS PROJECT NO. 01-1305 v.1.4_noSeal SHEET TITLE: DRAWN BY: CHECKED BY: ISSUE DATE: MECHANICAL NOTES, SCHEDULES, DETAILS & LEGEND MBW KMZ 12/03/2014 M000 PLC ARCHITECTURE DESIGN PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) No. Description Date REVISIONS HVAC DEMOLITION KEYNOTES 1 EXISTING DIFFUSER TO REMAIN. 2 EXISTING HEAT PUMP AND ASSOCIATED DUCTWORK TO REMAIN UNLESS NOTED OTHERWISE. 3 REMOVE EXISTING DIFFUSER AND ASSOCIATED BRANCH DUCT. PROPERLEY CAP AND SEAL DUCT TO REMAIN AIR TIGHT IN AN APPROVED MANNER. 4 REMOVE EXISTING RETURN / TRANSFER GRILLE. 5 REMOVE AND RELOCATE EXISTING THERMOSTAT REFER TO M100. CERTIFICATE OF AUTHORIZATION 5338 RENEWAL DATE: 6/30/2015 6 EXISTING TEMPERATURE SENSOR TO REMAIN. HP ENGINEERING INC. 1836 SOUTH BALTIMORE AVENUE SUITE B TULSA, OKLAHOMA 74119 (539) 664-4618 Consultants 2 3 4 5 6 6.7 7 8 8.3 8.5 9 9.5 10 11 12 13 14 W DN V 2 2 2 5 T 4 4 5 DN T S 2 6 1 4 1 4 4 T 4 3 5 6 1 T S 2 S 2 DN 4 3 1 1 HARD ROCK CASINO 777 W. CHEROKEE ST. CATOOSA, OK 74015 U HOTEL LOBBY RENOVATION 4 1 3 5 T 1 T 3 5 3 3 3 3 R 3 3 Q.2 3 3 3 3 3 3 3 3 3 T S S I ON A OFE L PR 5 3 P 3 3 22834 N.8 3 3 3 KORY M. ZEHR OK 3 3 G I NE ER 3 Q 3 EN 3 3 This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. 1.5 L I C E NS E D 1 L A H OM A CA5338(PE) 3 3 3 6 S T 6 S T 5 5 6 2 Seal DN S T 12/03/2014 DN 3 3 3 3 3 5 AREA OF WORK 2 15 M 1 FIRST FLOOR HVAC DEMO 1/8" = 1'-0" N N DN Key Plan 100% CONSTRUCTION DOCUMENTS 0.1 PROJECT NO. 01-1305 v.1.4_noSeal SHEET TITLE: DRAWN BY: CHECKED BY: ISSUE DATE: MECHANICAL DEMO PLAN Author Checker 12/03/2014 MD100 PLC ARCHITECTURE DESIGN PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) No. Description Date REVISIONS HVAC KEYNOTES 1 EXISTING DUCTWORK TO REMAIN. 2 EXISTING DIFFUSER AND ASSOCIATED DUCTWORK TO REMAIN. 3 CONNECT NEW DUCTWORK TO EXISTING DUCTWORK. REFER TO PLANS FOR SIZES 4 4'-0" LONG ACTIVE SUPPLY SECTION WITH FIELD FABRICATED PLENUM. 5 3--0" LONG ACTIVE SUPPLY SECTION WITH FIELD FABRICATED PLENUM. 6 PROVIDE MANUFACTURERS BLANK OFF PANEL ON INACTIVE SLOT SECTION. CERTIFICATE OF AUTHORIZATION 5338 RENEWAL DATE: 6/30/2015 HP ENGINEERING INC. 1836 SOUTH BALTIMORE AVENUE SUITE B TULSA, OKLAHOMA 74119 (539) 664-4618 1 1.5 2 3 4 5 6 6.7 7 8 8.3 8.5 9 9.5 10 11 12 13 14 Consultants W DN V A EXISTING HEAT PUMP TO REMAIN U EX. DATA 122 DN D 1 2 T 175 CFM 4 2 3 3 FUTURE SPA 144 2 D 1 150 8"ø 2 2 C 3 CORR 127 EX. ELEV. LOBBY 128 3 2 EXISTING JEWELRY STORE 143 EX. STRS 133 3 EX. FIRE 124 1 FUTURE SPA LOBBY 142 WOMEN 119 EX. MECH 123 200 8"ø 2 150 8"ø 20"x14" NEW OFFICE 125 D 3 TEMP COPIER 136 170 CFM NEW WORK RM. 126 4 T 12"x14" EXPANDED FITNESS 117 29'-4" CONTINUOUS SLOT 175 CFM 4 CORR 146 4 175 CFM 4 3 Q.2 14"x14" T 18"x16" VIP CHECKIN 140 B P 14"x14" 200 CFM 20"x14" 4 N.8 T FRONT DESK 138 20"x14" 14"x14" S S I ON A OFE L PR DN 210 CFM 4 EX. STOR. 145 G I NE ER 18"x16" 47'-10" A 210 CFM CONTINUOUS SLOT 4 COPIER ROOM B (2) 16X30 141 EXIST. MECH 139 16"x16" 4' - 0" EX LOBBY 135 Q 170 CFM 8' - 0" 14"x14" 4 A T A 175 CFM 4 170 CFM 5 6 R EN 175 CFM 4 6 CORR 146 170 CFM 4 12"x14" T 170 CFM 16"x14" 3 18"x14" EX. ELEV ELV-3 29'-0" CONTINUOUS SLOT A T TEMP DESK 147 S DN A 3 1 T EX. VEST 134.2 EX. STOR. 129 3 T A EX. VEST. 134 EX. ELEV ELV-2 This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. 400 CFM EX. ELEC. 130 EX. ELEV ELV-1 L I C E NS E D 2 3 59'-0" CONTINUOUS SLOT 1 10"ø ELECTRICAL 121 MEN 120 EXISTING HEAT PUMP TO REMAIN 1 KORY M. ZEHR 22834 DN OK 14"x14" L A H OM A CA5338(PE) 3 1 1 150 8"ø A EXISTING HEAT PUMP TO REMAIN DN 15 3 RELOCATE EXISTING THERMOSTAT (TYPICAL) Seal 12/03/2014 N AREA OF WORK M N Key Plan 1 FIRST FLOOR HVAC 1/8" = 1'-0" 100% CONSTRUCTION DOCUMENTS SUPPORT 118 1 HARD ROCK CASINO 777 W. CHEROKEE ST. CATOOSA, OK 74015 EXISTING HEAT PUMP TO REMAIN 27'-0" CONTINUOUS SLOT HOTEL LOBBY RENOVATION EXISTING HEAT PUMP TO REMAIN 18"x14" 0.1 PROJECT NO. 01-1305 v.1.4_noSeal SHEET TITLE: DRAWN BY: CHECKED BY: ISSUE DATE: MECHANICAL HVAC PLAN Author Checker 12/03/2014 M100 PLC ARCHITECTURE DESIGN PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) No. Description Date REVISIONS HORN AND VISUAL STROBE FIRE ALARM CONTRACTOR SHALL SUBMIT FIRE ALARM DRAWINGS TO BE APPROVED BY ENGINEER. EC SHALL BE RESPONSIBLE FOR ANY ADDITIONAL FIRE ALARM DEVICE ROUGH-INS AT THE DIRECTION OF THE FIRE MARSHALL AT FINAL INSPECTION AT NO ADDITIONAL COST TO THE OWNER. 2. OBTAIN A FULL SET OF CONSTRUCTION DRAWINGS TO UNDERSTAND THE FULL SCOPE OF DEMOLITION IN WALLS AND CEILINGS. 3. WHERE DEMOLITION OF LIGHTING AND DEVICES IS REQUIRED, THE FIXTURES AND BRANCH CIRCUITS SHALL BE REMOVED IN THEIR ENTIRETY BACK TO THE SOURCE OF ORIGIN WITHIN THE DEMOLITION AREA. THERE ARE FIXTURES AND DEVICES OUTSIDE THE DEMO SCOPE OF WORK THAT MAY BE FED FROM BRANCH CIRCUITS WITHIN THE DEMOLITION AREA. ANY DEVICES OR EQUIPMENT OUTSIDE THE WORK AREA THAT IS AFFECTED BY WORK WITHIN THE WORK AREA SHALL BE RESTORED TO FULL WORKING CONDITION DURING AND AFTER CONSTRUCTION. ALL EQUIPMENT SHALL BE COMPATIBLE WITH EXISTING SYSTEM. PROVIDE COMPLETE SCHEMATIC FIRE ALARM WIRING DIAGRAM AS PART OF SHOP DRAWING SUBMITTALS. 4. EXISTING SPEAKERS, AV EQUIPMENT, CARD READERS, AND FIRE ALARM DEVICES SHALL BE RETAINED AND REUSED DURING NEW CONSTRUCTION. COORDINATE THE NEW LOCATION OF THE SPEAKERS AND AV EQUIPMENT WITH THE OWNER. PROVIDE NEW LOW VOLTAGE WIRING AND ACCESSORIES AS REQUIRED TO RESTORE THESE DEVICES BACK TO ORIGINAL WORKING ORDER. FINAL DESIGN LAYOUT OF THE FIRE ALARM DEVICES SHALL BE PROVIDED BY THE FIRE ALARM SYSTEM PROVIDER. 5. IF THERE IS ANY EXISTING CONDUIT STUBBED UP THROUGH THE FLOOR TO BE DEMOLISHED, THE CONDUIT SHALL BE CUT FLUSH WITH THE FLOOR. COORDINATE ANY FLOOR REPAIR WITH THE FLOOR CONTRACTOR. FIRE ALARM DEVICES RATING OCPD AMPERAGE SECONDARY SIDE SETS OF CONDUIT CONDUIT SIZE CONDUCTOR QTY/SIZE GROUND QTY/SIZE OCPD AMPERAGE SETS OF CONDUIT CONDUIT SIZE 3. THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICATIONS AND PAY ANY AND ALL FEES AS REQUIRED. 4. CONTRACTOR TO CONFIRM EXACT LOCATION OF EXISTING AND NEW EQUIPMENT WITH OWNERS AGENTS. 5. CONDUIT RUNS ARE DIAGRAMMATICALLY SHOWN ON THE DRAWINGS. FINAL ROUTING OF THE CONDUITS SHALL BE DETERMINED BY THE ELECTRICAL CONTRACTOR. 6. FIELD MOUNTED DEVICES SUCH AS SWITCHES, MOTOR STARTERS, RECEPTACLES, ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATION. SWITCH MOUNTING HEIGHT SHALL BE 48" ABOVE FINISHED FLOOR AND RECEPTACLE MOUNTING HEIGHT SHALL BE 18" ABOVE FINISHED FLOOR. 7. POWER WIRING SHALL BE COPPER STRANDED CONDUCTOR WITH "THW" INSULATION RATED 600 VOLTS. MINIMUM WIRE SIZE OF POWER WIRING SHALL BE #12 AWG. LIGHTING AND RECEPTACLE BRANCH CIRCUIT WIRING SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON DRAWINGS OR SCHEDULES. 8. HOME RUN CIRCUITS MORE THAN 75 FEET FROM THE PANEL- BOARD SHALL BE MADE WITH #10 AWG OR LARGER AS REQUIRED TO LIMIT VOLTAGE DROP TO 2% MINIMUM. 480-208/120V, 3PH, 4W TRANSFORMER FEEDER SCHEDULE PRIMARY SIDE 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIAL, AND LABOR TO SATISFY A COMPLETE AND WORKING SYSTEM WHETHER SPECIFIED OR IMPLIED. CONDUCTOR QTY/SIZE GROUND QTY/SIZE 9. THE TYPE OF CONDUIT SHALL BE AS FOLLOWS FOR ALL FEEDERS AND DISTRIBUTION CIRCUITS, UNLESS OTHERWISE SPECIFIED. APPLICATION TYPE OF CONDUIT (1) #6 BURIED IN CONCRETE OR OUTDOORS (4) #2/0 (1) #4 SERVICE ENTRANCE PVC WITH GALV. RIGID STEEL ELBOWS GALV. RIGID STEEL 2" (4) #1/0 (1) #1/0 EMT (2) 2 1/2" (4) #3/0 (1) #1/0 SUPPLY TO DISTRIBUTION PANELS AND HVAC EQUIPMENT 500A (2) 3" (4) #250 KCMIL (1) #2/0 BRANCH CIRCUITS EMT OR BOX 800A (3) 3" (4) #300 KCMIL (1) #3/0 15 kVA 25A (1) 3/4" (4) #10 (1) #10 60A (1) 1 1/4" (4) #4 (1) #8 30 kVA 45A (1) 1" (4) #6 (1) #10 100A (1) 2" (4) #1 45 kVA 70A (1) 1 1/4" (4) #4 (1) #8 175A (1) 2" 75 kVA 125A (1) 2" (4) #1 (1) #6 300A (2) 112.5 kVA 175A (1) 2" (4) #2/0 (1) #6 400A 150 kVA 225A (1) 2 1/2" (4) #4/0 (1) #4 225 kVA 350A (2) 2" (4) #2/0 (1) #3 TRANSFORMER FEEDER SIZE GENERAL NOTES: 1. CONDUCTOR QUANTITY BASED ON 3-PHASE, 4-WIRE; FOR EQUIPMENT THAT DOES NOT REQUIRE A NEUTRAL OR IS SINGLE PHASE DEDUCT FROM QUANTITY AS REQUIRED. 10. MC CABLE AND SER CABLE SHALL ONLY BE USED WITH SPECIFIC PERMISSION FROM THE ENGINEER AND ONLY WHERE ALLOWED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 11. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL GROUNDING SYSTEMS (AS REQUIRED) IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. 2. CONDUCTOR SIZES BASED ON NEC TABLE 310.16 - COPPER 60°C UP TO 100AMPS, 75°C GREATER THAN 100AMPS. 3. GROUND SIZES: PRIMARY SIDE BASED ON NEC TABLE 250.122 - COPPER / SECONDARY SIDE BASED ON NEC TABLE 250.66 - COPPER 12. ALL RECEPTACLES SHALL BE GROUNDING TYPE. 4. CONDUIT FILL BASED ON NEC ANNEX C - THW CONDUCTOR INSULATION 13. ALL RECEPTACLES INSTALLED IN BATHROOMS AND KITCHENS SHALL HAVE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION AS REQUIRED BY THE NATIONAL ELECTRIC CODE. ELECTRICAL TRANSFORMER FEEDER SCHEDULE 20. NOT USED. 21. FIELD VERIFY LOCATIONS OF EXISTING ELECTRICAL EQUIPMENT, INCLUDING POWER POLES, TELEPHONE PEDESTALS, OVERHEAD AND UNDERGROUND FEEDERS, METERS, PANELS, DEVICES, ETC. PROVIDE FOR COORDINATION WITH EXISTING EQUIPMENT. Consultants QUADRUPLEX RECEPTACLE 23. PROVIDE CABLE HOOKS ABOVE CEILING ON 6' CENTERS IN ALL CORRIDORS. MOUNT 6 INCHES ABOVE CEILING. SPECIAL RECEPTACLE: VERIFY NEMA TYPE WITH MANUFACTURER 24. COORDINATE MECHANICAL EQUIPMENT CONNECTION REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. LOCATE FEEDERS, DISCONNECTS AND MAINTENANCE RECEPTACLES SO THAT THEY WILL NOT INTERFERE WITH OPERATION OR MAINTENANCE OF MECHANICAL EQUIPMENT. DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE ABOVE COUNTER GFI DUPLEX RECEPTACLE 25. CONNECT EXIT LIGHTS TO UNSWITCHED PORTION OF ADJACENT LIGHTING CIRCUIT. DO NOT SWITCH. CEILING MOUNTED RECEPTACLE 26. EMERGENCY LIGHTS ARE SHOWN HATCHED. PROVIDE EMERGENCY BALLAST. PROVIDE "HOT" WIRE TO EMERGENCY BALLAST. SWITCH FIXTURE AS INDICATED ON PLANS. DIRECT EQUIPMENT CONNECTION: VERIFY CONNECTION DETAILS WITH MANUFACTURER 27. COORDINATE ALL CEILING MOUNTED ELECTRICAL ITEMS WITH OTHER DISCIPLINES AND WITH CEILING GRID & BAR JOIST. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN. WIRING CONCEALED IN CEILING OR WALLS. ALL WIRE IS NUMBER #12 AWG MINIMUM. 28. WHERE RECESSED LIGHTING FIXTURES ARE INDICATED IN A FIRE RATED CEILING, PROVIDE A ONE HOUR RATED "TENT" FOR FIXTURE. $ 29. WHERE SHOWER LIGHT SWITCHES ARE ACCESSIBLE FROM SHOWER, EC SHALL USE NYLON SCREWS IN FACEPLATE. 30. NOT USED 31. FIRE ALARM CONTRACTOR SHALL SUBMIT FIRE ALARM DRAWINGS TO BE APPROVED BY FIRE MARSHAL. EC SHALL BE RESPONSIBLE FOR ANY ADDITIONAL FIRE ALARM DEVICE ROUGH-INS AT THE DIRECTION OF THE FIRE MARSHALL AT FINAL INSPECTION AT NO ADDITIONAL COST TO THE OWNER. 32. COORDINATE DEVICE LOCATIONS WITH MILLWORK AND FURNITURE PLANS PRIOR TO ROUGH-IN. LOCATIONS OF DEVICES SHOWN ON PLANS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DEVICE LOCATIONS WITH ALL TRADES. DEVICES INSTALLED AT INACCESSIBLE LOCATIONS BEHIND CABINETS OR MILL WORK IS NOT ACCEPTABLE. COORDINATE THE MOUNTING HEIGHT OF ALL DEVICES PRIOR TO ROUGHIN. occ FLOOR BOX WITH DATA: HUBBELL 3SFBSS WITH 3SFBC COVER. EC SHALL ROUTE A 1"C FOR DATA FROM FLOOR BOX TO NEAREST ACCESSIBLE CEILING SPACE. ON FLOOR LEVELS WITH ACCESSIBLE SPACE BELOW USE POKE-THRU STYLE FLOOR BOXES: HUBBELL PT2X2 SERIES. 33. LAY-IN FIXTURES IN GRID CEILINGS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE WITH #12 AWG WIRE AT EACH CORNER. THE CEILING GRID SHALL NOT BE USED AS THE PRIMARY MEANS OF SUPPORTING A LAY-IN FIXTURE. J CONDUCTOR QTY/SIZE GROUND QTY/SIZE AMPERAGE SETS OF CONDUIT CONDUIT SIZE CONDUCTOR QTY/SIZE GROUND QTY/SIZE 15A (1) 3/4" (4) #12 (1) #12 225A (1) 2 1/2" (4) #4/0 (1) #4 20A (1) 3/4" (4) #12 (1) #12 250A (1) 3" (4) #250 KCMIL (1) #4 25A (1) 3/4" (4) #10 (1) #10 300A (2) 2" (4) #1/0 (1) #4 S S I ON A O FE L PR D EQUIPMENT DISCONNECT: SIZE VARIES WITH EQUIPMENT. (1) 3/4" (4) #10 (1) #10 400A (2) 2 1/2" (4) #3/0 (1) #3 40A (1) 3/4" (4) #8 (1) #10 450A (2) 2 1/2" (4) #4/0 (1) #2 45A (1) 1" (4) #6 (1) #10 500A (2) 3" (4) #250 KCMIL (1) #2 50A (1) 1" (4) #6 (1) #10 600A (2) 3" (4) #350 KCMIL (1) #1 60A (1) 1 1/4" (4) #4 (1) #10 800A (3) 3" (4) #300 KCMIL (1) #1/0 70A (1) 1 1/4" (4) #4 (1) #8 1000A (3) 3" (4) #300 KCMIL (1) #2/0 80A (1) 1 1/2" (4) #3 (1) #8 1200A (3) 3 1/2" (4) #400 KCMIL (1) #3/0 90A (1) 1 1/2" (4) #2 (1) #8 1600A (5) 3 1/2" (4) #400 KCMIL (1) #4/0 100A (1) 2" (4) #1 (1) #8 2000A (6) 3 1/2" (4) #400 KCMIL (1) #250 KCMIL 125A (1) 2" (4) #1 (1) #6 2500A (7) 3 1/2" (4) #500 KCMIL (1) #350 KCMIL 150A (1) 2" (4) #1/0 (1) #6 3000A (8) 3 1/2" (4) #500 KCMIL (1) #400 KCMIL 175A (1) 2" (4) #2/0 (1) #6 3500A (10) 3 1/2" (4) #500 KCMIL (1) #500 KCMIL 200A (1) 2 1/2" (4) #3/0 (1) #6 4000A (10) 4" (4) #600 KCMIL (1) #500 KCMIL TV S CEILING MOUNTED 70V SPEAKER: 14 GUAGE WIRE. USE 14/2 SPEAKER CABLE BELDON 6100FE OR EQUIVALENT CABLE IN THE JUNCTION BOX. CONDUITS TO GO BACK TO THE IDF (SERVER) ROOM. TP A/V CONTROL TOUCH PANEL AMX-MDX-1001-L, USE CAT 6 SHIELDED BLUE BELDON 1352A OR EQUIVALENT CABLE, AMX CB-MXP10 BOX, 3/4" CONDUIT STUBBED IN JUNCTION HOOK, CONDUITS TO GO BACK TO THE IDF (SERVER) ROOM. MOUNT AT 54" AFF. CR CARD READER, INSTALLED WITH MAGNETIC LOCKS 1. CONDUCTOR QUANTITY BASED ON 3-PHASE, 4-WIRE; FOR EQUIPMENT THAT DOES NOT REQUIRE A NEUTRAL OR IS SINGLE PHASE DEDUCT FROM QUANTITY AS REQUIRED. 3. GROUND SIZES BASED ON NEC TABLE 250.122 - COPPER 4. CONDUIT FILL BASED ON NEC ANNEX C - THW CONDUCTOR INSULATION CA5338(PE) 12/03/2014 VIDEO DISPLAY FACEPLATE: PROVIDE 4X4 JUNCTION BOX WITH (2) 3/4" CONDUITS (WITH PULL STRINGS) ROUTED TO ACCESSIBLE CEILING SPACE. PROVIDE SINGLE GANG MUD RING WITH BLANK COVER. RUN THE WIRES BACK TO THE IDF(SERVER) ROOM. CONFIRIM HEIGHTS WITH ARCHITECT PRIOR TO ROUGH-IN. SECURITY CAMERA: PROVIDE ONE(1) CAT6 CABLE DROP FOR EACH SECURITY CAMERA. CONDUITS TO GO BACK TO THE IDF (SERVER) ROOM. FEEDER SIZE GENERAL NOTES: 2. CONDUCTOR SIZES BASED ON NEC TABLE 310.16 - COPPER 60°C UP TO 100AMPS, 75°C GREATER THAN 100AMPS. A AREA OF WORK 17.4. NO EQUIPMENT SHALL BE ENERGIZED UNTIL ALL TESTS AND ADJUSTMENTS HAVE BEEN MADE. THREE COPIES OF ALL TEST RESULTS SHALL BE DELIVERED TO THE OWNER. 18. ALL ELECTRICAL WORK SHALL BE COORDINATED WITH THE MECHANICAL WORK AS CALLED FOR IN MECHANICAL SPECIFICATIONS. L A H OM ABOVE COUNTER PHONE/DATA: PROVIDE 4X4 JUNCTION BOX ABOVE COUNTER WITH (2) 3/4" CONDUITS (WITH PULL STRINGS) ROUTED TO ACCESSIBLE CEILING SPACE. PROVIDE SINGLE GANG MUD RING WITH BLANK COVER. 17.1. THE CONTRACTOR SHALL FURNISH ALL INSTRUMENTS AND QUALIFIED PERSONNEL OR FIRM TO PERFORM ALL REQUIRED TESTS. 17.3. ANY CONTRACTOR FURNISHED AND/OR INSTALLED SPLICE, RECOMMENDED VOLTAGE AND INSULATION RESISTANCE TESTS, SHALL BE CONNECTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. 23042 OK Seal 17. PERFORMANCE AND WITNESSING OF TESTS Robert Brandon Pinkerton ELECTRICAL LEGEND N 30A PHONE/DATA: PROVIDE 4X4 JUNCTION BOX AT +18" (UNO) WITH (2) 3/4" CONDUITS (WITH PULL STRINGS) ROUTED TO ACCESSIBLE CEILING SPACE. PROVIDE SINGLE GANG MUD RING WITH BLANK COVER. 16. SUBMIT TO THE OWNER CERTIFICATES OF INSPECTIONS IN DUPLICATE FROM AN APPROVED INSPECTION AGENCY UPON COMPLETION. 17.2. ALL NEW AND RECONNECTED ELECTRICAL CIRCUITS SHALL BE TESTED TO INSURE CIRCUIT CONTINUITY, INSULATION RESISTANCE, PROPER SPLICING AND GROUNDING IN ACCORDANCE WITH THE LATEST STANDARDS AS STATED ABOVE. BEFORE CONNECTING POWER CABLES TO MOTORS, THE INSULATION RESISTANCE OF ALL MOTOR WINDINGS SHALL BE TESTED IN ACCORDANCE WITH THE ABOVE STANDARDS. 4x4 JUNCTION BOX. G I NEER CONDUIT SIZE CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR WITH SPARE DRY CONTACTS. HUBBELL OMNIDIARP SERIES. EN SETS OF CONDUIT SWITCH OUTLET MOUNTED AT +48". LOWER CASE LETTER, WHEN PRESENT, INDICATES FIXTURES CONTROLLED. ABBREVIATIONS FOR SWITCH OUTLETS 2 DOUBLE POLE SWITCH 3 3-WAY SWITCH 4 4-WAY SWITCH D DIMMER SWITCH (1000W MINIMUM) OS VACANCY SENSOR V VOLUME CONTROL SWITCH K KEYED SWITCH F FAN SWITCH: DUAL OPERATION WITH DIMMER 15. CONTRACTOR TO CONFIRM EXACT LOCATION OF METERS WITH ELECTRIC UTILITY. AMPERAGE HP ENGINEERING INC. 1836 SOUTH BALTIMORE AVENUE SUITE B TULSA, OKLAHOMA 74119 (539) 664-4618 ABOVE COUNTER RECEPTACLE 22. NOT USED. 14. ALL ELECTRIC MATERIALS AND EQUIPMENT FOR THE PROJECT SHALL BE NEW AND U.L. OR EQUALLY APPROVED. FEEDER SCHEDULE CERTIFICATE OF AUTHORIZATION 5338 RENEWAL DATE: 6/30/2015 This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. PULL STATION 1. ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITH THE NATIONAL ELECTRIC CODE, STATE LAWS, AND ALL OTHER REGULATIONS GOVERNING WORK OF THIS NATURE. ABOVE FINISHED FLOOR GROUND NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURERS ASSC. NOT IN CONTRACT UNDERGROUND WEATHERPROOF ELECTRICAL CONTRACTOR HARD ROCK CASINO 777 W. CHEROKEE ST. CATOOSA, OK 74015 1. THE CONTRACTOR SHALL VERIFY ALL PANELBOARDS AND EQUIPMENT LOCATIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE EXISTING CONDITIONS AND ALL EXISTING PANELBOARDS SHOWN ON THESE DRAWINGS ARE FROM RECORD DRAWINGS ANS SITE OBSERVATIONS. THESE ITEMS MAY NOT REFLECT ACTUAL AS-BUILT CONDITIONS. SUBMITTING A BID MEANS THAT YOU HAVE ACCEPTED AND UNDERSTAND THE EXISTING SITE CONDITIONS. AFF GND NEC NEMA NIC UG WP EC HOTEL LOBBY RENOVATION M SMOKE DETECTOR ELECTRICAL NOTES L I C E NS E SD ELECTRICAL NOTES Key Plan 100% CONSTRUCTION DOCUMENTS GENERAL DEMO NOTES VISUAL STROBE ABBREVIATIONS ELECTRICAL FEEDER SCHEDULE PROJECT NO. 01-1305 v.1.4_noSeal ELECTRICAL NOTES AND LEGEND SHEET TITLE: DRAWN BY: RG BP 12/03/2014 CHECKED BY: ISSUE DATE: E000 PLC ARCHITECTURE DESIGN PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) No. Description Date DN REVISIONS J DN POWER PLAN DEMO NOTES EXISTING BAR: REMOVE ALL EXISTING POWER AND DATA ASSOCIATED WITH THE REMOVAL OF THE EXISTING BAR. EXISTING COOLER: REMOVE ALL EXISTING POWER ASSOCIATED WITH THE REMOVAL OF THE EXISTING WALK-IN COOLER. COORDINATE WITH THE OWNER TO RELOCATE THE COOLER AND RECONNECT TO ELECTRICAL AS REQUIRED. EXISTING RECEPTION DESK: REMOVE ALL POWER AND DATA ASSOCIATED WITH REMOVAL THE EXISTING RECEPTION DESK. DISCONNECT ALL THE CIRCUITS FEEDING THE EXISTING BAR, LOBBY AND ANY OTHER EQUIPMENT TO BE DEMOLISHED. SAVE THE SPACES IN THE PANEL THAT BECAME AVAILABLE DURING DEMOLITION TO CIRCUIT DEVICES DURING THE REMODEL. COIL EXISTING DATA CONDUITS TO THE CEILING WHERE POSSIBLE FOR REUSE FOR NEW DATA LOCATIONS. 2. 3. 4. 5. 2 CR 1. CERTIFICATE OF AUTHORIZATION 5338 RENEWAL DATE: 6/30/2015 DN HP ENGINEERING INC. 1836 SOUTH BALTIMORE AVENUE SUITE B TULSA, OKLAHOMA 74119 (539) 664-4618 Consultants 3 J PE AV 1 AV DN 4 5 HOTEL LOBBY RENOVATION DN 2 HARD ROCK CASINO 777 W. CHEROKEE ST. CATOOSA, OK 74015 DN FIRST FLOOR DEMO POWER PLAN 1/8" = 1'-0" DN 2. PROVIDE 6" JUNCTION BOX WITH MULTIPLE KNOCK OUTS FOR TWO(2) 1" CONDUITS MOUNTED IN WALL. EACH 1"CONDUIT SHALL HAVE A DC CABLE FOR POWER AND A CAT6 CABLE FOR DATA FOR THE FLUSH MOUNTED TV IN THE VIDEO WALL. PROVIDE DOUBLE GANG BOX WITH SINGLE MUD RING FOR 7" AUX AV TOUCH PANELS AT THIS LOCATION FOR CONTROLLING THE TV IN THE VIDEO WALL. ROUTE TWO 1"C UPTO ACCESSIBLE CEILING SPACE MC CABLE ALLOWED IN MILLWORK. L I C E NS E D ELECTRICAL EX. MECH EX. FIRE 121 FUTURE SPA LOBBY LH1A 123 ELV-1 23042 EX. STRS EX. ELEC. OK 133 130 L A H OM A CA5338(PE) Seal 12/03/2014 EX. ELEV ELV-2 +84" AFF 126 LH1A -19 TXH1 LH1A -39 NEW WORK RM. EXISTING JEWELRY STORE 143 128 124 142 LP EX. ELEV 122 LH1A -15 THX2 EX. ELEV. LOBBY TV 3. EX. DATA EL EX. STOR. NEW OFFICE AREA OF WORK DN 129 125 FUTURE SPA EX. ELEV 144 N ELV-3 TEMP COPIER 136 CORR Key Plan 127 LH1A -17 CORR 146 COPIER ROOM LH1A -45 CORR 146 VIP CHECKIN EXIST. MECH 140 139 LH1A -7 141 LH1A -11 LH1A -23 LH1A -13 LH1A -29 3 EXPANDED FITNESS LH1B 117 TXH6 2 2 +54" AFF +54" AFF J LH1A -31 LH1A -21 DN FRONT DESK 138 DN J J 100% CONSTRUCTION DOCUMENTS 1. EH G I NEER DN POWER PLAN KEYNOTES Robert Brandon Pinkerton EN LH1A -33 This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. S S I ON A O FE L PR 1 PROJECT NO. 01-1305 v.1.4_noSeal POWER PLANS SHEET TITLE: 1 FIRST FLOOR POWER PLAN 1/8" = 1'-0" DRAWN BY: RG BP 12/03/2014 CHECKED BY: ISSUE DATE: E101 PLC ARCHITECTURE DESIGN PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) No. Description Date DN REVISIONS DN TEMPORARY LIGHTING PLAN KEYNOTES 1. REUSE TRACK LIGHTING AFTER TEMPORARY PHASE FOR PERMANENT LIGHTING AS SHOWN IN SHEET E201: 1 DN CERTIFICATE OF AUTHORIZATION 5338 RENEWAL DATE: 6/30/2015 HP ENGINEERING INC. 1836 SOUTH BALTIMORE AVENUE SUITE B TULSA, OKLAHOMA 74119 (539) 664-4618 A1 Consultants TH TH TH TH TH TH TH TH TH TH TH T1 T1 T1 TH TH TH TH TH T1 T1 T1 T1 LH1B -6 LH1B -4 T1 DN HOTEL LOBBY RENOVATION 2 HARD ROCK CASINO 777 W. CHEROKEE ST. CATOOSA, OK 74015 DN FIRST FLOOR TEMPORARY LIGHTING PLAN 1/8" = 1'-0" DN D L I C E NS E 23042 REUSE SECURITY CAMERAS AFTER TEMPORARY PHASE FOR PERMANENT CHECK-IN DESKS AS SHOWN IN SHEET E301: 1 OK L A H OM A CA5338(PE) Seal 12/03/2014 DN LH1A -5 AREA OF WORK N LH1A -43 Key Plan LH1A -45 LH1A -41 LH1A -4 DN DN 100% CONSTRUCTION DOCUMENTS 1. G I NEER TEMPORARY POWER PLAN KEYNOTES Robert Brandon Pinkerton EN DN This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. S S I ON A O FE L PR PROJECT NO. 01-1305 v.1.4_noSeal 1 FIRST FLOOR TEMPORARY POWER PLAN 1/8" = 1'-0" TEMPORARY ELECTRICAL PLANS SHEET TITLE: DRAWN BY: RG BP 12/03/2014 CHECKED BY: ISSUE DATE: E102 PLC ARCHITECTURE DESIGN PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) No. Description Date REVISIONS CR LIGHTING PLAN DEMO NOTES 1. REMOVE ALL EXISTING LIGHTING ASSOCIATED WITH THE REMOVAL OF THE EXISTING BAR, RECEPTION DESK, DECORATIVE COLUMNS, CEILING AND WALLS IN THE LOBBY AND RETURN TO OWNER. CERTIFICATE OF AUTHORIZATION 5338 RENEWAL DATE: 6/30/2015 HP ENGINEERING INC. 1836 SOUTH BALTIMORE AVENUE SUITE B TULSA, OKLAHOMA 74119 (539) 664-4618 FIRST FLOOR DEMO LIGHTING PLAN 1/8" = 1'-0" LIGHTING PLAN GENERAL NOTES INTERFACE THE PROGRAMMING AND CONTROL OF THE FOLLOWING LIGHTING ZONES WITH THE EXISTING MODERO X SERIES LIGHTING CONTROL SYSTEM. PROVIDE ALL PROGRAMMING AND ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION a) CEILING LIGHTS - TYPE 'G1' FIXTURES b) CEILING LIGHTS - TYPE 'H' FIXTURES c) COLUMN LIGHTING - TYPE 'G1' FIXTURES d) CHECK-IN DESK LIGHTING(UNDER COUNTER) - TYPE 'G1' FIXTURES e)CHECK-IN DESK BACK LIGHTING - TYPE 'H4' FIXTURES X1 WHERE TYPE 'H' FIXTURES ARE SHOWN IN THE DRAWINGS(TYPE H1/H2/H3/H4), ADJUST THE LENGTHS AND USE CONNECTIONS AS NEEDED TO FIT PROPERLY IN THE SLOTS AS PER MANUFACTURER'S RECOMMENDATION. ALL TYPE 'H' FIXTURES ARE NOT TAGGED TO AVOIDING OVERCROWDING IN THE SHEET. C1 2. 4. 5. 6. 7. 8. 9. H4 H4 TH A1 LH1B -17 B1 B1 TH H3 H4 H4 H4 H4 TH H4 T1 TH H4 H4 TH H4 T1 TH H1 H4 H4 H4 H4 H4 H4 B1 B1 A1 LH1B -9 A1 B1 B1 LH1B -7 B1 LH1B -8 TH TH LH1B -28 TH LH1B -30 TH TH TH TH T1 T1 T1 T1 H1 LH1B -27 H4 H4 X1 H4 H4 C1 H4 H4 H2 C1 C1 9 LH1B -26 C1 H4 H4 H4 H3 H2 H4 LH1B -33 H4 H4 H4 H4 H4 H4 H4 H4 H4 H1 H4 H4 H2 C1 H4 H4 H3 H4 H4 H4 H4 H4 H4 H4 H4 H4 H4 H4 H4 H4 H1 H4 H1 H4 LH1B -31 H4 LH1B -11 H4 H4 H1 H4 X1 H4 H4 H2 H4 H4 H4 H4 H4 H3 H4 H4 H4 H4 H4 H4 H4 H4 H4 H4 H4 H4 H4 C1 C1 LH1B -12 C1 LH1B -29 C1 H4 T1 H4 T1 H4 T1 H4 H4 H4 TH TH TH TH TH TH H2 H2 7 R4 D1 D1 C1 H4 LH1B -24 C1 H4 H4 H4 C1 H4 H2 C1 H4 5 H4 H4 C1 H4 H4 R4 D1 D1 H3 H3 H4 C1 H4 H3 T1 T1 H4 T1 TH THH4 TH TH H2 TH TH H2 LH1B R4 D1 R4 R4 R4 R1 D1 D1 R2 D1 R2 LH1B -15 S1 H4 H3 H4 H4 C1 H4 C1 H4 H4 H2 H4 H4 H4 H4 H2 H4 H4 H4 F1 H4 F1 D1 F1 D1 H3 H1 H4 H4 H4 H4 G1 H4 H4 H4 H4 1 2 H2 H4 H4 H4 H4 D1 H3 H4 H4 H3 H4 H2 H4 H3 H4 LH1B -23 H4 H4 H4 H4 Key Plan X1 LH1B -3 3 LH1B -14 4 E402 F1 D1 F1 D1 F1 D1 F1 D1 F1 D1 F1 D1 F1 D1 F1 9 F1 D1 D1 3 A1 S1 H4 H2 H4 C1 LH1B -13 H4 H3 H4 LH1B -2 LH1B -25 H4 H4 H4 C1 H4 H4 H2 H3 H2 H4 H4 C1 X1 H4 H4 H4 C1 AREA OF WORK LH1B -2 TYPE H1 C1 LH1B -2 H2 TH H4 H4 H4 H4 H4 H2 H4 H4 H4 H4 H4 T1 H4 H4 H4 C1 H3 H4 H4 H4 H4 H4 H4 H4 H4 H4 H4 H4 H4 H4 H4 H4 H4 C1 H4 H4 H4 H4 H4 H4 C1 H4 H4 H4 H4 H4 H3 H3 H4 H4 H2 H4 H1 H4 T1 TH LH1B -22 H4 TH TH 8 TH TH TH TH T1 TH TH TH T1 TH TH TH LH1B -2 T1 TH TH T1 T1 T1 T1 D1 A1 4 D1 12/03/2014 LH1B -21 H4 H4 LH1B -10 T1 TH TH LH1B -1 H4 TH T1 T1 H4 TH T1 Seal H4 H4 C1 LH1B -2 TH TH TH TH TH TH A1 A1 LH1B -2 A1 TH A1 B1 H4 T1 N 3. INSTALL TYPE 'G1' FIXTURE' ALONG THE ENTIRE LENGTH OF THE CURVED CEILING SOFFIT ON BOTH SIDES. INSTALL 10199 RGB CONTROLLER, REMOTE ELECTRONIC CLASS 2 TRANSFORMER AND ANY OTHER COMPONENTS REQUIRED FOR THE PROPER LIGHTING OF THE FIXTURE. LOCATE THE TRANSFORMER ABOVE CEILING AND PROVIDE CEILING ACCESS PANEL FOR MAINTENANCE. INSTALL CLASS 2 TRANSFORMER 120V AC INPUT, 24V DC OUTPUT FOR EVERY 20'(MAXIMUM) OF LED TAPE LIGHT TYPE 'G' FIXTURE. TYPICAL FOR JUNCTION BOXES AT THE SIDES OF THE CURVED SOFFIT. UNDER-DESK LIGHTING: INSTALL CLASS 2 TRANSFORMER 120V AC INPUT, 24V DC OUTPUT FOR EVERY 20'(MAXIMUM) OF LED TAPE LIGHT(TYPE 'G1' FIXTURE) UNDER THE CHECK IN DESK IN THE FRONT. TYPICAL FOR THE THREE JUNCTION BOXES UNDER THE FRONT DESK. REFER TO DETAIL SHEET E402:2, SHEET E402:4 AND E402: LUMINAIRE SCHEDULE . REFER TO DETAILS E402: 2 AND E402:3 FOR BACK LIGHTING FOR CHECK-IN DESKS. COLUMN LIGHTING TYPICAL FOR JUNCTION BOXES AT THE SIDES OF THE COLUMN NEAR CEILING: INSTALL TYPE 'G1' FIXTURE ON THE SIDES OF THE COLUMN PER ARCHITECT'S DETAIL. INSTALL CLASS 2 TRANSFORMER 120V AC INPUT, 24V DC OUTPUT ON EACH SIDE OF THE COLUMN. CIRCUIT AND CONTROL ALL COLUMN LIGHTING TOGETHER(LH1B-2). THERE SHALL BE TWO SWITCHES AT THIS LOCATION. ONE SWITCH SHALL CONTROL THE DECORATIVE PENDANT LIGHTS (TYPE 'F1') AND THE OTHER SWITCH SHALL CONTROL THE RECESSED DOWNLIGHTS(TYPE 'D1'). THERE SHALL BE TWO SWITCHES IN THIS ROOM. ONE SWITCH SHALL CONTROL THE LINEAR RECESSED STRIP LIGHTS(TYPE 'R1') AND THE OTHER SHALL CONTROL THE RECESSED DOWNLIGHTS (TYPE 'D1'). TYPE 'R1' FIXTURE SHALL BE CONTINUOUS RECESSED STRIP FIXTURE ALONG THE CEILNG AND EXTENDING DOWN THROUGH THE WALL TOUCHING THE FLOOR. REFER TO DETAIL E402: 5 FOR VIP CHECK-IN ROOM LIGHTING. PROVIDE SWITCHED BREAKERS IN PANEL 'LH1B' AND CIRCUIT TRACK LIGHTING TO IT. TYPICAL FOR ALL NEW TRACK LIGHTING. THREE WAY SWITCHES AT THESE TWO LOCATIONS CONTROL THE CAN LIGHTS(TYPE 'C1') IN THE CORRIDOR X1 C1 H4 LIGHTING PLAN KEYNOTES 1. C1 H3 H4 H1 H4 H4 H2 This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. B. X1 D1 D1 D1 D1 D1 6 E402 100% CONSTRUCTION DOCUMENTS A. HARD ROCK CASINO 777 W. CHEROKEE ST. CATOOSA, OK 74015 2 HOTEL LOBBY RENOVATION Consultants PROJECT NO. 01-1305 v.1.4_noSeal 1 FIRST FLOOR LIGHTING PLAN 1/8" = 1'-0" LIGHTING PLANS SHEET TITLE: DRAWN BY: RG BP 12/03/2014 CHECKED BY: ISSUE DATE: E201 PLC ARCHITECTURE DESIGN PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) No. Description Date REVISIONS CERTIFICATE OF AUTHORIZATION 5338 RENEWAL DATE: 6/30/2015 HP ENGINEERING INC. 1836 SOUTH BALTIMORE AVENUE SUITE B TULSA, OKLAHOMA 74119 (539) 664-4618 CR HOTEL LOBBY RENOVATION HARD ROCK CASINO 777 W. CHEROKEE ST. CATOOSA, OK 74015 Consultants M M DN EH EL TXH1 SYSTEMS PLAN GENERAL NOTES S THX2 B. CONFIRM THE EXACT LOCATIONS OF THE LOW VOLTAGE DEVICES WITH THE A/V CONTRACTOR PRIOR TO ROUGH-IN. CR 23042 TV LP Robert Brandon Pinkerton OK DN CR C. OWNER TO FURNISH CABLING. L A H OM A CA5338(PE) CR D. OWNER TO LOCATE AND FURNISH WIFI ACCESS AND CONNECTION This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. LH1A G I NEER L I C E NS E D S S I ON A O FE L PR EN A. OWNER WILL PROVIDE THE LOW VOLTAGE MATERIALS. CONTRACTOR SHALL PROVIDE A MATERIAL LIST TO THE OWNER (QUANTITIES ETC) BASED ON THESE DRAWINGS. S Seal 12/03/2014 SYSTEMS PLAN KEYNOTES AREA OF WORK S S S S N S S 1 Key Plan 1 S S S S S S S S CR LH1B 1 S TP CR TP S S S S DN SD CR M 2 TXH6 DN 2 DN 100% CONSTRUCTION DOCUMENTS S 2. PROVIDE TWO(2) CAT6 CABLE DROPS FOR ACCESS CONTROL POINTS. PROVIDE DOUBLE GANG BOX WITH SINGLE MUD RING FOR 7" AUX AV TOUCH PANELS AT THIS LOCATION FOR CONTROLLING THE TV IN THE VIDEO WALL. ROUTE TWO 1"C UPTO ACCESSIBLE CEILING SPACE. MOUNT AT +54" AFF. S 1. PROJECT NO. 01-1305 1 FIRST FLOOR SYSTEMS PLAN 1/8" = 1'-0" v.1.4_noSeal SYSTEMS PLAN SHEET TITLE: DRAWN BY: RG BP 12/03/2014 CHECKED BY: ISSUE DATE: E301 PLC ARCHITECTURE DESIGN PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) No. Branch Panel: LH1A Location: ELECTRICAL 121 Supply From: Mounting: Surface Enclosure: Type 1 Volts: 120/208 Wye Phases: 3 Wires: 4 Description Date Branch Panel: LH1B A.I.C. Rating: Mains Type: Mains Rating: 250 A Location: EXIST. MECH 139 Supply From: Mounting: Surface Enclosure: Type 1 Volts: 120/208 Wye Phases: 3 Wires: 4 A.I.C. Rating: Mains Type: Mains Rating: 250 A Notes: Notes: REVISIONS CKT 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43 45 47 49 51 53 55 57 59 61 63 65 67 69 71 73 75 77 79 81 83 Circuit Description Spare Spare Temp copier room power Copier room 141 power Spare Check-in desk power Check-in desk power Data room 122 power Lobby power New office 125 power Power video wall Check-in desk power Spare Spare Check-in desk power VIP Check in power Data room 122 power Spare Spare New work room 126 power Temporary check in desk power Temporary check in desk power Temporary check in desk power Trip 0A 0A 20 A 20 A -20 A 20 A 20 A 20 A 20 A 20 A 20 A 0A 0A 20 A 20 A 20 A 0A 0A 20 A 20 A 20 A 20 A Poles A 1 0 VA 0 VA 1 1 1 900... 0 VA -1 1 1080... 0 VA 1 1 1 900... 0 VA 1 1 1 0 VA 0 VA 1 1 1 1080... 0 VA 1 1 1 0 VA 0 VA 1 1 1 1080... 0 VA 1 B 0 VA C 1080... 900 VA 0 VA 0 VA 0 VA 1260... 360 VA 0 VA 0 VA 900 VA 0 VA 1500... 0 VA 1080... 0 VA 0 VA 1080... 360 VA 0 VA 0 VA 1080... 1260... 0 VA 0 VA 0 VA 540 VA 0 VA 0 VA 0 VA 0 VA 0 VA 0 VA 0 VA 0 VA Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 1 1 1 1 1 1 1 1 1 1 1 0 VA 0 VA 0 VA 0 VA 0 VA 0 VA 0 VA 0 VA 0 VA 0 VA Circuit Description Spare Temporary check in desk power Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare Spare 0 VA 0 VA 0 VA 0 VA 0 VA 0 VA 0A Trip -20 A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0A 0 VA 0 VA Spare Poles -1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Total Load: Total Amps: 5 kVA 42 A 5 kVA 43 A 0 VA 0 VA 6 kVA 53 A 1 1 1 0A 0A 0A Spare Spare Spare CKT 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 84 CKT 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 Circuit Description Junction box for ceiling(type G) lighting Junction box for front desk(type G) lighting Spare Trac lighting switched breaker Trac lighting switched breaker Trac lighting switched breaker Trac lighting switched breaker VIP checkin room and other lighting new Lighting Check in desk back-type H4 Lighting Type H ceiling lighting Type H ceiling lighting Type H ceiling lighting Type H ceiling lighting Type H ceiling lighting Type H ceiling lighting Type H ceiling lighting Trip 20 A 20 A -20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A Poles 1 1 -1 1 1 1 1 1 1 1 1 1 1 1 1 1 Spare 0A 1 Spare 0A 1 Spare 0A 1 Total Load: Total Amps: A 1120... 600 VA B C 240 VA 1252... 0 VA 1252... 1511... 1511... 906 VA 906 VA 1209... 906... 1205... 1051... 1405... 0 VA 1627... 0 VA 1680... 1680... 1735... 1797... 1728... 1691... 1814... 1680... 1637... 1701... 1805... 1835... 1779... 0 VA 1798... 0 VA Poles 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Trip 20 A 20 A 20 A 20 A 20 A 20 A 20 A 0A 0A 20 A 20 A 20 A 20 A 20 A 20 A 0A 0A Circuit Description Junction box for column (type G) lighting Temp Track lighting Temp track lighting Trac lighting switched breaker Trac lighting switched breaker Trac lighting switched breaker check in desk-type F1 lighting Spare Spare Check in desk back - type H4 Lighting Type H ceiling lighting Type H ceiling lighting Type H ceiling lighting Type H ceiling lighting Type H ceiling lighting Spare Spare 0 VA 0 VA 16 kVA 132 A 13 kVA 113 A 0 VA 12 kVA 100 A CKT 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 CERTIFICATE OF AUTHORIZATION 5338 RENEWAL DATE: 6/30/2015 HP ENGINEERING INC. 1836 SOUTH BALTIMORE AVENUE SUITE B TULSA, OKLAHOMA 74119 (539) 664-4618 Consultants Legend: Load Classification Lighting Other Power Lighting - Dwelling Unit Connected Load 28859 VA 0 VA 10060 VA 3453 VA Demand Factor 125.00% 0.00% 100.00% 91.47% Estimated Demand 36074 VA 0 VA 10060 VA 3159 VA Panel Totals Total Conn. Load: Total Est. Demand: Total Conn. Current: Total Est. Demand Current: 42 kVA 49 kVA 118 A 137 A Notes: THERE ARE EXISTING LOADS CIRCUITED TO THIS PANEL, MARKED AS 'SPARE' -THEIR LOADS ARE NOT SHOWN IN THE SCHEDULES. Connected Load 1500 VA 14940 VA Demand Factor 100.00% 83.47% Estimated Demand 1500 VA 12470 VA HOTEL LOBBY RENOVATION Load Classification Power Receptacle Panel Totals Total Conn. Load: Total Est. Demand: Total Conn. Current: Total Est. Demand Current: HARD ROCK CASINO 777 W. CHEROKEE ST. CATOOSA, OK 74015 Legend: 16 kVA 14 kVA 46 A 39 A Notes: THERE ARE EXISTING LOADS CIRCUITED TO THIS PANEL, MARKED AS 'SPARE' - THEIR LOADS ARE NOT SHOWN IN THE SCHEDULES. This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. L I C E NS E G I NEER Robert Brandon Pinkerton EN D S S I ON A O FE L PR 23042 OK L A H OM A CA5338(PE) Seal 12/03/2014 AREA OF WORK N 100% CONSTRUCTION DOCUMENTS Key Plan PROJECT NO. 01-1305 v.1.4_noSeal ELECTRICAL SCHEDULES SHEET TITLE: DRAWN BY: RG BP 12/03/2014 CHECKED BY: ISSUE DATE: E401 PLC ARCHITECTURE LUMINAIRE SCHEDULE Type Mark Manufacturer Model Lamp COOPER LIGHTING METALUX COOPER LIGHTING METALUX COOPER LIGHTING PORTFOLIO COOPER RSA LIGHTING, COMBO LIGHT LV SERIES TECHLIGHTING KICHLER LIGHTING 2GC8IC UNV LAMPS SNF 232 -UNV AYC-CHAIN SET LD4A 13 D010TE ERM4A13 8 35 LI (2) 32W T8 (2) 32W T8 LED 56 VA 56 VA 22 VA LV2010IS WH PAR20 39 VA 88 VA 80 VA NOTE B,C LED 27 VA NOTE B,C H2 2' LINEAR LED COLOR CHANGING 10*60 BEAM ANGLE RGB LED 35 VA NOTE B,C H3 3' LINEAR LED COLOR CHANGING 10*60 BEAM ANGLE RGB LED 53 VA NOTE B,C H4 4' LINEAR LED COLOR CHANGING 10*60 BEAM ANGLE RGB LED 70 VA NOTE B,C R1 1' RECESSED LED STRIP Philips Lighting Color Graze Powercore Philips Lighting Color Graze Powercore Philips Lighting Color Graze Powercore Philips Lighting Color Graze Powercore GAMMALUX G-BEAM SERIES 700LSSURG S LED 3000K 24V DC DRY LOCATION RGB-4 WATTS/ FT 10*60 BEAM ANGLE RGB LED LED H1 2x4 LENSED TROFFER 4' NARROW STRIPLIGHT- CHAIN HUNG 4" LED RECESSED MEDIUM BEAM DOWNLIGHT RECESSED PAR20 LV TRIMLESS 1 LAMP LUMINAIRE ULTRASLIM LED LINEAR SUSPENSION TASKWORK LED TAPELIGHT COLOR CHANGING 1' LINEAR LED COLOR CHANGING LED 10 VA R2 2' RECESSED LED STRIP GAMMALUX G-BEAM SERIES LED 18 VA R4 4' RECESSED LED STRIP GAMMALUX G-BEAM SERIES LED 28 VA Acuity Brands Lighting Cooper Industries, Inc. GB34RC2 1S0LED35 UNIV ZTVL N REC ASLMD WH GB34RC2 1S0LED35 UNIV ZTVL N REC ASLMD WH GB34RC2 1S0LED35 UNIV ZTVL N REC ASLMD WH ZL1N L48 5000LM L/LENS MVOLT 35K HALO L651 MB Cooper Industries, Inc. Acuity Brands Lighting HALO LA805MED NF 8 30 MB EDG RED D1 F1 G1 S1 T1 TH X1 4' NARROW STRIPLIGHT-SURFACE MOUNT SINGLE CIRCUIT TRAC- USE ENDFEED CURRENT LIMITER TRACHEAD LED EDGE LIT EXIT No. Apparent Load Keynote LED 42 VA 75 VA LED LED 18 VA 5 VA NO SUBSTITUTIONS WILL BE ALLOWED FOR LIGHTING FIXTURES. B. ELECTRICAL CONTRACTOR TO ORDER LENGTHS OF THE FIXTURE BASED ON DRAWINGS AND MANUFACTURER'S INPUT. C. ORDER QUANTITY OF DATA ENABLER PRO CONTROLLERS ACCORDING TO MANUFACTURER'S RECOMMENDATION. Description Date REVISIONS INSTALL CONTINUOUS LED STRIP LIGHTING TYPE 'G1' FIXTURE ON FULL HEIGHT OF COVE IN THE COLUMN . STRUCTURAL COLUMN TO REFLECT THE LIGHT OUTSIDE THE COLUMN FROM BOTH SIDES CERTIFICATE OF AUTHORIZATION 5338 RENEWAL DATE: 6/30/2015 HP ENGINEERING INC. 1836 SOUTH BALTIMORE AVENUE SUITE B TULSA, OKLAHOMA 74119 (539) 664-4618 Consultants 1 A. PLANNING 618 East 3rd Street Tulsa, OK 74120 918.743.2724 (o) 918.743.2725 (f) Type Comments A1 B1 C1 DESIGN COLUMN PLAN DETAIL 3" = 1'-0" 3M QUARTZ TRANSACTION COUNTER ROOF SPRING 14' - 0" T.O. STUDS 10' - 0" CONTINOUS DECORATIVE PENDANTS OF TYPE 'F1' ABOVE THE CHECK-IN DESKS. ONE PER COUNTER. DETAIL DOES NOT REPRESENT THE EXACT SHAPE OF THE FIXTURE. LH1B-19 INSTALL FOUR CONTINUOUS LED LIGHTING STRIPS OF TYPE 'H4' FIXTURE ON ENTIRE LENGTH OF THE CHECK IN DESKS. PROVIDE ACCESS PANEL FOR MAINTENANCE. CHECK IN DESK- BACK VIEW 3/16" = 1'-0" L I C E NS E G I NEER Robert Brandon Pinkerton This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of TriArch, and is not to be used, in whole or in part, for any other project, without the written authorization of TriArch. S S I ON A O FE L PR D 3 GROUND LEVEL 0' - 0" EN 2 FRONT DESK SECTION 1 1/2" = 1'-0" LH1B-20 23042 OK L A H OM A CA5338(PE) Seal 12/03/2014 AREA OF WORK N ROOF SPRING 14' - 0" RECESSED CAN LIGHTS OF TYPE 'D1' ABOVE THE CHECK-IN DESKS. ONE PER COUNTER. COORDINATE THE LOCATION WITH LOCATION OF SECURITY CAMERA. T.O. STUDS 10' - 0" CONTINOUS DECORATIVE PENDANTS OF TYPE 'F1' ABOVE THE CHECK-IN DESKS. ONE PER COUNTER. DETAIL DOES NOT REPRESENT THE EXACT SHAPE OF THE FIXTURE. INSTALL CONTINUOUS LED LIGHTING STRIPS OF TYPE 'G1' FIXTURE ON ENTIRE LENGTH OF THE CHECK IN DESKS. PROVIDE ACCESS PANEL FOR MAINTENANCE. 4 CHECK IN DESK-FRONT VIEW 3/16" = 1'-0" Key Plan J J 100% CONSTRUCTION DOCUMENTS LED BACK LIGHTING, TYPE 'H4' FIXTURE ALONG THE LENGTH OF THE COUNTER HOTEL LOBBY RENOVATION RECESSED CAN LIGHTS TYPE 'D1' ABOVE THE CHECK-IN DESKS. ONE PER COUNTER. COORDINATE THE LOCATION WITH LOCATION OF SECURITY CAMERA. HARD ROCK CASINO 777 W. CHEROKEE ST. CATOOSA, OK 74015 LED LIGHTING, TYPE 'G1' FIXTURE ACROSS THE LENGTH OF THE COUNTER J GROUND LEVEL 0' - 0" 5 VIP CHECK-IN ROOM LIGHTING PROJECT NO. 01-1305 v.1.4_noSeal ELECTRICAL SCHEDULES AND DETAILS SHEET TITLE: DRAWN BY: RG BP 12/03/2014 CHECKED BY: ISSUE DATE: E402

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