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B05-0016 Plans (volume 2 elevator and escalator)
11 2004 4240 ARCHITECTURE, INC. VTO1 GENERAL ELEVATOR INFORMATION: INDEX, SUMMARY, ABBREVIATIONS, GENERAL NOTES, RAIL FORCES, I MAIN POWER SUPPLY: 480 -3 -60 ASSUMED ELECTRICAL AND MECHANICAL REQUIREMENTS, AND WORK BY OTHER TRADES DRIVE VT02 PIT, HOISTWAY, MACHINE ROOM PLANS AND HOISTWAY SECTION ELEVATOR 1 RUNNING VTO3 PIT, HOISTWAY, MACHINE ROOM PLANS AND HOISTWAY SECTION ELEVATOR 2 FPM VT04 PIT, HOISTWAY, MACHINE ROOM PLANS AND HOISTWAY SECTION ELEVATOR 3 HORIZ. VT05 PIT, HOISTWAY, MACHINE ROOM PLANS ELEVATORS 4 AND 5 100 20 VT06 HOISTWAY SECTION ELEVATORS 4 AND 5 HOUR NOTES: VT07 PIT, HOISTWAY, MACHINE ROOM PLANS AND HOISTWAY SECTION ELEVATOR 6 BASED ON THREE (3) PHASE A.C. POWER SUPPLY. VT08 PIT, HOISTWAY, MACHINE ROOM PLANS ELEVATORS 8 AND 9 OVERHEAD NEC REQUIREMENTS. VTO9 HOISTWAY SECTION ELEVATOR 8 (9 SIM) 3. DISCONNECTING MEANS TO BE SIZED VT10 PIT, HOISTWAY, MACHINE ROOM PLANS ELEVATOR 10 USE COPPER CONDUCTORS ONLY. ALTERNATING CURRENT VT11 HOISTWAY SECTION ELEVATOR 10 THE SELECTION OF DISCONNECTING MEANS OVERCURRENT PROTECTION TO BE SIZED IN ACCORDANCE INCH (INCHES) WITH THE NATIONAL ELECTRIC CODE, VT12 PIT, HOISTWAY, MACHINE ROOM, OVERHEAD PLANS AND HOISTWAY SECTION ELEVATOR 12 AMERICAN SOCIETY OF VT13 PIT, HOISTWAY, MACHINE ROOM PLANS ELEVATORS 13 AND 14 INSULATED GATE # VT14 HOISTWAY SECTION ELEVATOR 13 (14 SIM) DWG DRAWING VT15 PIT, HOISTWAY, MACHINE ROOM PLANS ELEVATOR 16 POUNDS PER AMP VT16 HOISTWAY SECTION ELEVATOR 16 EACH KCAL KILOCALORIE VT17 PIT, HOISTWAY, MACHINE ROOM PLANS AND HOISTWAY SECTION ELEVATOR 17 ELEC. VT18 WELLWAY PLAN AND SECTION ESCALATORS 1 AND 2 KILOGRAMS PRELIM. ( ' 1 INDEX OF DRAWINGS ARCHITECTURAL EL. ELEVATION VT01 SCALE: NTS RAD. RADIUS AUX. ELEVATOR 1 6000# @ 100 FPM ELEVATORS 6 AND 9 4500# @ 150 FPM ELEVATOR 2 3500# @ 100 FPM ELEVATOR 17 3500# @ 100 FPM ELEVATOR 3 2500# @ 100 FPM ELEVATOR 12 3500# @ 150 FPM ELEVATORS 4, 8, 9, 10, 13 & 14 3500# @ 350 FPM ESCALATORS 1 AND 2 48" (40" STEP)@ 100 FPM ELEVATORS 5 & 16 4500# @ 350 FPM BTUH BRITISH THERMAL UNITS POWER FEEDER REQUIREMENTS I MAIN POWER SUPPLY: 480 -3 -60 ASSUMED I i i I DRIVE NOMINAL SPEED MOTOR STARTING RUNNING BTU /HR ESCALATOR TREAD W 4 FPM HP AMPS AMPS PER ESCL. HORIZ. 1 AND 2 48 OVERALL 100 20 *70 35 20,000 HOUR NOTES: *WYE -DELTA START A/C 1. ELECTRIC POWER AND CURRENT ARE BASED ON THREE (3) PHASE A.C. POWER SUPPLY. HP 2. MAIN POWER TO BE PROVIDED AT EACH CONTROLLER THROUGH DISCONNECTING MEANS MEETING OVERHEAD NEC REQUIREMENTS. ALTERNATE DBG 3. DISCONNECTING MEANS TO BE SIZED TO LIMIT VOLTAGE DROP TO LESS THAN 5 %. PL 4. USE COPPER CONDUCTORS ONLY. ALTERNATING CURRENT 145 5. THE SELECTION OF DISCONNECTING MEANS OVERCURRENT PROTECTION TO BE SIZED IN ACCORDANCE INCH (INCHES) WITH THE NATIONAL ELECTRIC CODE, SECTION 620 -51, ARTICLE 430 -52 (EXCEPTIONS A, B, C). 2 SUMMARY OF ELEVATORS I i i I DRIVE HYDRO PUMP UNIT 6 � f1 SCALE: NTS CAPACITY SPEED BTUH ARCHITECT OF RECORD 4 VT01 AFF ABOVE FINISH FLOOR DIM. DIMENSION HORIZ. HORIZONTAL O.A. OVERALL A.P. ACCESS PANEL DC DIRECT CURRENT HR HOUR OPP. OPPOSITE A/C AIR CONDITIONING DISC. DISCONNECT HP HORSEPOWER OVHD OVERHEAD ALT. ALTERNATE DBG DISTANCE BETWEEN HYDR. HYDRAULIC PL PLATE AC ALTERNATING CURRENT 145 GUIDE RAILS IN. INCH (INCHES) PLTFM PLATFORM ASME AMERICAN SOCIETY OF DN DOWN IGBT INSULATED GATE # POUNDS 3500 MECHANICAL ENGINEERS DWG DRAWING N/A BIPOLAR TRANSDUCER PSI POUNDS PER AMP AMPERE EA. EACH KCAL KILOCALORIE N/A SQUARE INCH APPROX. APPROXIMATE ELEC. ELECTRICAL KG KILOGRAMS PRELIM. PRELIMINARY ARCH. ARCHITECTURAL EL. ELEVATION KVA KILOVOLT- AMPERE RAD. RADIUS AUX. AUXILIARY ELEV. ELEVATOR K KIPS R/0 REAR OPENING BSMT BASEMENT ETS EMERGENCY TERMINAL KN KILONEWTONS REQ. REQUIRED BOT. BOTTOM 79 SLOWDOWN LT LIGHT REV. REVISION BTUH BRITISH THERMAL UNITS EQ. EQUAL MPS METERS PER SECOND RM ROOM R1 PER HOUR EQUIP. EQUIPMENT MACH. MACHINE R.O. ROUGH OPENING BM BEAM ESCL. ESCALATOR MAX. MAXIMUM SEC. SECONDARY BOCA BUILDING OFFICIALS AND (E) EXISTING MEZZ. MEZZANINE SECT. SECTION SUPPLY TERMINAL CODE ADMINISTRATION 'F FAHRENHEIT M METER SHT SHEET CLG CEILING FPM FEET PER MINUTE MM MILLIMETERS SCR SILICON CONTROLLED 'C CELSIUS F.V. FIELD VERIFY MIN. MINIMUM (15 AMP MIN.) RECTIFIER EACH CONTROLLER CENTERLINE F.F. FINISH FLOOR MISC. MISCELLANEOUS SIM. SIMILAR CM CENTIMETERS FLR FLOOR MG MOTOR - GENERATOR SPEC. SPECIFICATION COL. COLUMN FT FOOT (FEET) MTD MOUNTED SF SQUARE FEET CLR CLEAR FLUOR. FLUORESCENT NEC NATIONAL ELECTRICAL SM SQUARE METERS CONC. CONCRETE F/0 FRONT OPENING 0.11 K CODE STD STANDARD CMU CONCRETE MASONRY FUT. FUTURE NFPA NATIONAL FIRE SBC STANDARD BUILDING CODE FACE OF ROPED HYDRO PLUNGER RAIL UNITS G GRAVITY N/A PROTECTION STL STEEL CONT. CONTINUOUS GFCI GROUND FAULT CIRCUIT ASSOCIATION STRUCT. STRUCTURAL CONTR. CONTRACTOR SIDE OF ROPED HYDRO PLUNGER RAIL INTERRUPTER (N) NEW SW. SWITCH CNTRL CONTROLLER GOV. GOVERNOR NOM. NOMINAL T.O. TOP OF CWT COUNTERWEIGHT GA. GUAGE N/A NOT APPLICABLE (TYP) TYPICAL CYL, CYUNDER GYP. BD. GYPSUM BOARD (NIEC) NOT IN ELEVATOR UNO UNLESS NOTED OTHERWISE DEH DEAD END HITCH HT HEIGHT -j a CONTRACT UBC UNIFORM BUILDING CODE D. DEEP HZ HERTZ NTS NOT TO SCALE VERT. VERTICAL ' DEGREES H. HIGH NO. NUMBER V. VOLT DTL DETAIL HSTWY HOISTWAY O.C. ON CENTER W. WIDE 0 DIAMETER OPNG OPENING W/ WITH �--� 0.1 K 0.10 K ROPED HYDRO PLUNGER SEISMIC ** WP WORKPOINT 3 ABBRE VT01 SCALE: NTS 1. THESE DRAWINGS FOR GENERAL INFORMATION ONLY. REQUIREMENTS OF INDIVIDUAL VENDORS MAY VARY. 2. THESE DRAWINGS TO BE DISTRIBUTED TO APPROPRIATE CONSULTING AND ENGINEERING FIRMS, INCLUDING ARCHITECT, STRUCTURAL, ELECTRICAL AND MECHANICAL ENGINEERS. 3. FIELD VERIFY ALL EXISTING DIMENSIONS. 4. ROUGH OPENING DIMENSIONS FOR ELEVATOR ENTRANCES APPLY ONLY IN THE CASE OF MASONRY OR CONCRETE CONSTRUCTION. 5. VERTICAL STRUCTURAL SUPPORT FOR RAIL BRACKETING IS PROVIDED BY HOISTWAY WALLS IN THE CASE OF REINFORCED CONCRETE HOISTWAY CONSTRUCTION. 4 GENERAL NOTES VT01 SCALE: NTS POWER FEEDER REQUIREMENTS MAIN POWER SUPPLY: 480 -3 -60 { i i I i i I DRIVE HYDRO PUMP UNIT FULL LOAD CURRENT MACH. RM ELEVATOR CAPACITY SPEED BTUH ARCHITECT OF RECORD 4 Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART I HOWERTON NUMBER POUNDS FPM HP MOTOR STARTING RUNNING ACCELERATING PER CAR 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 RATING HP AMPS AMPS AMPS 1 6000 100 N/A 60 225 69 N/A 24,500 2 3500 100 N/A 40 145 50 N/A 13,000 3 2500 100 N/A 30 128 41 N/A 10,000 4, 8, 3500 350 26 N/A N/A 33 44 9,720 10, 13 & 14 AT CAR SAFETY APPLICATION* z CWT R3 N/A N/A N/A N/A N/A 5 & 16 4500 350 32 N/A N/A 40 59 12,000 6 AND 9 4500 150 N/A 75 270 84 N/A 21,300 17 3500 100 N/A 40 145 50 N/A 15,840 12 3500 150 N/A 60 225 79 N/A 21,000 NOTES: * WYE DELTA START a 1. ELECTRIC POWER AND CURRENT ARE BASED ON THREE (3) PHASE A.C. POWER SUPPLY. 2. MAIN POWER TO BE PROVIDED AT EACH CONTROLLER WITH DISCONNECTING MEANS MEETING NEC REQUIREMENTS. 3. MAIN POWER SUPPLY FEEDERS TO LIMIT VOLTAGE DROP TO LESS THAN 5% 4. USE COPPER CONDUCTORS ONLY. R1 5. FEEDER DEMAND FACTORS (NEC SECTIONS 430 -26 AND 620 -14) _ 1.5 K (2) CARS= 95% (3) CARS= 90% (4) CARS= 85% (5) CARS= 82% (6) CARS= 79% (7) CARS= 77% (8) CARS= 75% (9) CARS= 73% (10) CARS= 72% 2.0 K 6. MACHINE ROOM TEMPERATURE TO BE MIN. 13' C (55' F.) (1 D' C /50' F IN MASS), MAX. 32' C (90' F.), TO BE MEASURED 1830 MM (6' -0 ") ABOVE FINISH FLOOR AT APPROX. CENTER OF ROOM, 7. RELATIVE HUMIDITY MAX. 80% NON - CONDENSING 8. THE SELECTION OF MAIN POWER SUPPLY DISCONNECTING MEANS OVERCURRENT PROTECTION TO BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, SECTIONS 620 -51 AND 430 -52. 9. PROVIDE LOCAL TELEPHONE SERVICE LINE TO EACH CAR CONTROLLER (IF APPLICABLE). F ACE 10. PROVIDE GFCI CONVENIENCE OUTLETS PIT, MACHINE ROOM AND MACHINERY SPACES. IN PIT, PROVIDE ONE NON -GFCI OUTLET FOR SUMP PUMP AND /OR OIL RETURN PUMP. 11. PROVIDE HOIST MACHINE WITH VOLTAGE TO MATCH SUPPLY VOLTAGE INDICATED, U.N.O. ADDITIONAL POWER AND DISCONNECT REQUIREMENTS IN MACHINE ROOM AUXILIARY SYSTEM SUPPLY TERMINAL SUPPLY VOLTAGE CIRCUIT CAPACITY R2 1.3 K 0.8 K CAR LIGHT AND FAN EACH CONTROLLER 120 -1 -60 (25 AMP PER CAR) WITH LOCKABLE DISCONNECT INTERCOM SYSTEM AT AMPLIFIER 120 -1 -60 1800 WATTS (IF APPLICABLE) R1 (15 AMP MIN.) AIR CONDITIONING AND HEATING SOURCE EACH CONTROLLER 120 -1 -60 (25 AMP PER CAR) (IF APPLICABLE) N ROPE BRAKE AIR COMPRESSOR AT EACH BRAKE UNIT 120 -1 -60 (25 AMP PER CAR) (IF APPLICABLE) ui R2 N/A FREIGHT POWER DOORS DOOR CONTROLLER SAME AS MAIN 30 AMP S EISMIC *RAIL POWER SUPPLY PER CONTROLLER 5 ELEVATOR ELECTRIC VT01 SCALE: NTS 7 RAIL FORCES VT01 SCALE: NTS LEGAL MACHINE ROOMS 1. REINFORCED MACHINE ROOM FLOOR CAPABLE OF SUPPORTING STATIC LOADS IMPOSED BY ELEVATOR EQUIPMENT, WITH THE EXCEPTION OF TRACTION ELEVATOR HOIST MACHINES. FLOORS SHALL SUSTAIN CONCENTRATED LOAD OF 1000 N (225 #) ON ANY 2000 SQUARE MM (3 SQUARE INCH) AREA. 2. ERECT WALL ENCLOSURES AT MACHINE ROOM LEVEL AFTER MACHINE OR PUMP UNIT IS SET IN PLACE. SOUND - ATTENUATION FOR WALLS ADJACENT TO TENANT SPACE. 3. BLOCK -OUTS THROUGH MACHINE ROOM FLOOR, SECONDARY FLOOR AND /OR WALLS FOR HOIST ROPES, HYDRAULIC OIL LINE, AND ELECTRICAL WIRING DUCTS. VERIFY LOCATION ON ELEVATOR CONTRACTOR SHOP DRAWINGS. 4. SELF - CLOSING, SELF - LOCKING MACHINE ROOM AND MACHINERY SPACE ACCESS DOOR OR GATE. KEYING MUST BE INDEPENDENT OF ANY OTHER BUILDING LOCKS. DOOR OR GATE SHALL BE OPENABLE FROM INSIDE WITHOUT KEY. SOUND- ATTENUATING DOORS WHERE ACCESS IS FROM ADJACENT TENANT SPACE. RECOMMEND MINIMUM 900 MM X 2130 MM (3' -0" X 7' -0 ") DOOR. 5. MACHINE ROOM VENTILATION AND HEATING. MAINTAIN MINIMUM TEMPERATURE OF 13 - C (55'F)(10'C/50'F IN MASS.) MAXIMUM 32 - C (90'F). MAINTAIN MAXIMUM 80% RELATIVE HUMIDITY, NON- CONDENSING. HVAC UNIT MAY (MAY NOT, CITY OF L.A. JURISDICTION) BE LOCATED WITHIN THE BOUNDS OF THE MACHINE ROOM IF SOLELY FOR THE HEATING OR COOLING OF THAT MACHINE ROOM. 6. RECOMMEND 2400 MM (8' -0 ") MINIMUM CLEAR HEADROOM UNDER MACHINE ROOM CEILING AND /OR ANY ENCROACHING BEAM (INCLUDING FIREPROOFING). CODE 2130 MM (7' -0 ") MINIMUM CLEAR. 7. SELF - CLOSING, SELF - LOCKING 600 MM X 600 MM (24" X 24 ") MAXIMUM GOVERNOR ACCESS DOOR (750 MM X 750 MM IN CALIFORNIA AND MASSACHUSETTS). PROVIDE STEEL VERTICAL LADDER AND PLATFORM FOR ACCESS AS REQUIRED. PLATFORM SHALL SUPPORT A CONCENTRATED LOAD OF 1000 N (225 #) ON ANY 2000 SQUARE MM (3 SQUARE INCH) AREA AND A LIVE LOAD OF NOT LESS THAN 6 KPA (125# PER SQUARE FT). BAR -TYPE GRATING SHALL REJECT A 20 MM (0.8 ") DIAMETER BALL. 8. MACHINE ROOM FIRE SPRINKLER RUNS MUST TERMINATE WITHIN THE BOUNDS OF THE MACHINE ROOM. SHUT OFF VALVES SHALL BE LOCATED OUTSIDE THE BOUNDS OF THE MACHINE ROOM. MAINTAIN MINIMUM 2130 MM (7' -0 ") CLEAR HEADROOM UNDER PIPE RUNS. 9. CLASS "ABC" FIRE EXTINGUISHER IN EACH ELEVATOR MACHINE ROOM. 10. MACHINE ROOM ENCLOSURES AND ACCESS DOORS SHALL HAVE A FIRE ENDURANCE AT LEAST EQUAL TO THAT REQUIRED FOR THE HOISTWAY ENCLOSURE AND THE HOISTWAY DOORS, RESPECTIVELY. 11. ONLY EQUIPMENT USED IN CONJUNCTION WITH THE FUNCTION OF THE ELEVATOR SHALL BE PERMITTED IN THE ELEVATOR MACHINE ROOM. ACCESS THROUGH ELEVATOR MACHINE SPACES TO ADJACENT ROOMS OR AREAS SHALL NOT BE PERMITTED. PERMANENT AND UNOBSTRUCTED ACCESS TO MACHINE SPACES SHALL BE PROVIDED FOR AUTHORIZED PERSONNEL. TRICA 1. LIGHTING AND GFCI CONVENIENCE OUTLETS IN PIT, MACHINE ROOM AND OVERHEAD MACHINERY SPACE. (NO GFCI PROTECTION REQUIRED FOR SUMP PUMP OUTLET. NO GFCI PROTECTION FOR SUMP PUMP IN MINNESOTA.) ADEQUATE LIGHTING TO MAINTAIN 100 LUX (10 FC) MINIMUM ILLUMINATION AT THE PIT FLOOR, AND 200 LUX (19 FC) AT THE MACHINE ROOM FLOOR, CONTROL ROOM FLOOR, AND OVERHEAD AND SECONDARY MACHINERY SPACES. 2. POWER FEEDERS FROM THE CLOSEST ELEVATOR HOISTWAY OF EACH GROUP AND EACH INDIVIDUAL ELEVATOR TO THE FIRE CONTROL ROOM AND /OR THE MAIN LEVEL LOBBY CONTROL CONSOLE. COORDINATE SIZE, QUANTITY AND LOCATION WITH ELEVATOR CONTRACTOR. 3.THREE -PHASE MAINLINE COPPER POWER FEEDER TO TERMINALS OF EACH ELEVATOR CONTROLLER WITH PROTECTED, LOCKABLE "OPEN ", DISCONNECTING MEANS MEETING NEC REQUIREMENTS. LOCATE DISCONNECTING MEANS IN THE MACHINE ROOM. VERIFY CONTROLLER LOCATION ON ELEVATOR SHOP DRAWINGS. PROVIDE CLEARANCES AROUND DISCONNECTING MEANS AS REQUIRED BY CODE. AUXILIARY FEEDERS AND DISCONNECTING MEANS FOR MACHINE ROOMS WITH MULTIPLE LEVELS. AUXILIARY CONTACTS FOR HYDRAULIC ELEVATORS FOR BATTERY LOWERING DEVICE ELECTRICAL INTERLOCK. IN MASS. LOCATE DISCONNECTING MEANS WITHIN 18" OF LOCK JAMB SIDE OF MACHINE ROOM DOOR. 4. SINGLE -PHASE COPPER POWER FEEDER TO EACH CONTROLLER FOR CAR LIGHTING, EXHAUST BLOWER AND CONVENIENCE OUTLET WITH PROTECTED, LOCKABLE "OPEN ", DISCONNECTING MEANS MEETING NEC REQUIREMENTS. LOCATE DISCONNECTING MEANS IN THE MACHINE ROOM. VERIFY CONTROLLER LOCATION ON ELEVATOR SHOP DRAWINGS. 5. SINGLE -PHASE COPPER POWER FEEDER FOR 1800 WATTS, TO ELEVATOR INTERCOM AMPLIFIER IN EACH MACHINE ROOM. LOCATE AS DESIGNATED BY ELEVATOR CONTRACTOR. 6. FOR HYDRAULIC ELEVATORS, TWO "NORMALLY OPEN" AUXILIARY CONTACTS INSTALLED ON EACH MAIN LINE DISCONNECTING MEANS LOCATED IN THE ELEVATOR MACHINE ROOM. 7. FIRE ALARM INITIATING DEVICES IN EACH ELEVATOR LOBBY, FOR EACH MULTIPLE HOISTWAY OR SINGLE HOISTWAY AND EACH MACHINE ROOM, TO INITIATE FIREFIGHTER'S RETURN FEATURE. DEVICE AT TOP OF HOISTWAY IF SPRINKLERED (SPRINKLERING NOT ALLOWED IN MASS). PROVIDE A DISCRETE SIGNAL FROM EACH OF THE FOLLOWING ZONES OR DETECTORS: MAIN LOBBY, ALL OTHER LOBBIES, EACH HOISTWAY, AND EACH MACHINE ROOM. WHERE A GROUP OF ELEVATORS INCLUDES MULTIPLE HOISTWAYS, PROVIDE A DISCRETE SIGNAL FROM EACH HOISTWAY. SUPPLY TWO DRY CONTACTS AND DETECTOR WIRES TO EACH ELEVATOR GROUP CONTROLLER IN EACH ELEVATOR MACHINE ROOM. 8. MEANS TO AUTOMATICALLY DISCONNECT POWER TO AFFECTED ELEVATOR DRIVE UNIT AND CONTROLLER PRIOR TO ACTIVATION OF MACHINE ROOM, OVERHEAD FIRE SPRINKLER SYSTEMS, AND /OR OF HOISTWAY OVERHEAD FIRE SPRINKLER SYSTEMS. MANUAL SHUT -OFF MEANS SHALL BE LOCATED OUTSIDE THE BOUNDS OF THE MACHINE ROOM. 9. TEMPORARY POWER AND ILLUMINATION TO INSTALL, TEST AND ADJUST ELEVATOR EQUIPMENT. 10. FIREFIGHTER'S TELEPHONE JACK AND ANNOUNCEMENT SPEAKER IN CAR WITH CONNECTION TO INDIVIDUAL ELEVATOR CONTROL PANELS IN ELEVATOR MACHINE ROOM AND ELEVATOR CONTROL PANEL IN FIREFIGHTER'S CONTROL ROOM. 11. EMERGENCY TELEPHONE LINE TO EACH INDIVIDUAL OR DESIGNATED ELEVATOR CONTROL PANEL IN ELEVATOR MACHINE ROOM. 12. THREE -PHASE POWER FEEDER TO EACH FREIGHT ELEVATOR POWER DOOR CONTROLLER IN THE MACHINE ROOM WITH PROTECTED, LOCKABLE "OPEN" DISCONNECTING MEANS MEETING NEC REQUIREMENTS. 13. SINGLE -PHASE POWER FEEDERS TO MACHINE ROOM ELEVATOR MONITORING PANEL /DISPLAY UNIT WITH SINGLE - PHASE, PROTECTED, LOCKABLE "OPEN ", DISCONNECTING MEANS MEETING NEC REQUIREMENTS, 14. SINGLE -PHASE POWER FEEDERS TO CONTROLLER(S) FOR CCTV WITH LOCKABLE "OPEN ", DISCONNECTING MEANS MEETING NEC REQUIREMENTS. T 1. STANDBY POWER OF NORMAL VOLTAGE CHARACTERISTICS VIA NORMAL ELECTRICAL FEEDERS TO RUN ONE ELEVATOR AT A TIME IN EACH ELEVATOR GROUP AND /OR SINGLE ELEVATOR UNIT AT FULL RATED CAR SPEED AND CAPACITY. CONDUCTOR FROM AUXILIARY FORM "C" DRY CONTACTS, LOCATED IN THE STANDBY POWER TRANSFER SWITCH TO A DESIGNATED ELEVATOR CONTROL PANEL IN EACH ELEVATOR GROUP AND /OR SINGLE ELEVATOR UNIT. PROVIDE TIME DELAY OF 30 -45 SECONDS FOR PRE - TRANSFER SIGNAL IN EITHER DIRECTION. STANDBY SINGLE -PHASE POWER TO GROUP CONTROLLER, AND EACH ELEVATOR CONTROLLER FOR CAR LIGHTING, EXHAUST BLOWER, EMERGENCY SIGNALING DEVICE, INTERCOM AMPLIFIER, HOIST MACHINE COOLING FAN, AND CAR HEATING AND AIR CONDITIONING UNIT. 2. MEANS FOR ABSORBING REGENERATIVE POWER DURING AN OVERHAULING LOAD (SUCH AS FULL LOAD DOWN). NOTE: ELEVATOR DRIVES MAY EMPLOY IGBT POWER CONVERSION UNITS. NOTE: ELEVATORS REQUIRED FOR USE DURING CONSTRUCTION MUST COMPLY WITH ALL ELEVATOR AND FIRE /LIFE SAFETY CODES. ESCALATORS 1. CLEAR, PLUMB, WELLWAY WITH VARIATIONS NOT TO EXCEED 25 MM (1 ") AT ANY POINT. 2. FLOOR POCKETS AND /OR STRUCTURAL BEAMS FOR SUPPORT OF ESCALATOR /MOVING WALK TRUSS AT EACH END AND INTERMEDIATE LOCATIONS AS SHOWN ON ARCHITECT'S DRAWINGS. 3. FIRE RESISTIVE ENCLOSURE OF ESCALATOR /MOVING WALK TRUSS INCLUDING ENDS, SIDES AND BOTTOM WHEN UNIT PENETRATES A FIRE -RATED ASSEMBLY. 4. PATCHING AND FINISHING AROUND ESCALATOR /MOVING WALK LANDING PLATES AND TRUSS ENDS AFTER INSTALLATION. 5. CLADDING AND FINISHING OF EXPOSED ESCALATOR /MOVING WALK TRUSS SURFACES. 6. WATERPROOF PIT. 7. PROTECT OPEN WELLWAYS DURING CONSTRUCTION PER OSHA REQUIREMENTS. 8. PROTECT ESCALATOR /MOVING WALK TRUSS, STEPS, LANDING PLATES, BALUSTRADES, HANDRAILS, AND SPECIAL METAL FINISHES FROM DAMAGE. 9. PERMANENT GUARD AT CEILING OR SOFFIT INTERSECTION AND OUTSIDE ESCALATOR BALUSTRADE DECK. 10. PERMANENT RAILING OR ENCLOSURE AROUND UPPER FLOOR ESCALATOR OPENING. 11. SIDES AND UNDERSIDES OF ESCALATOR /MOVING WALK TRUSS AND MACHINERY SPACES SHALL BE ENCLOSED IN NON- COMBUSTIBLE MATERIALS. COORDINATE THE ATTACHMENT AND WEIGHT OF THESE MATERIALS WITH THE ESCALATOR /MOVING WALK CONTRACTOR. 12. FIRE PROTECTION OF ESCALATOR OPENINGS IN ACCORDANCE WITH THE LIFE SAFETY CODE NFPA NO. 101 -2003, BEAMS ARE USED) AT UPPER AND LOWER ENDS OF TRUSS. ALSO INTERMEDIATE SUPPORT WHERE REQUIRED. ADDITIONAL INTERMEDIATE STRUCTURAL SUPPORT IS GENERALLY REQUIRED WHERE THE VERTICAL RISE EXCEEDS 7000 MM (23' -0 ") ON 810 MM (32 ") UNITS, 6100 MM (20' -O` ON 1015 MM (40 ") UNITS, AND 5490 MM (18' -O' ON 1220 (48 ") UNITS. VARIATION IN SUPPORT LOCATIONS UP TO 305 MM (1' -0 ") IS ALLOWED TO PERMIT ADJUSTMENTS FOR EQUIPMENT OF DIFFERENT MANUFACTURERS. 14.A COVER, DIRECTLY OVER THE HORIZONTAL PROJECTION OF THE ESCALATOR, SHALL BE PROVIDED. THE COVER SHALL EXTEND OUTWARD FROM THE CENTERLINE OF THE HANDRAIL SO THAT A LINE EXTENDED FROM THE EDGE OF THE COVER TO THE CENTERLINE OF THE HANDRAIL FORMS AN ANGLE OF NOT LESS THAN 15 DEGREES FROM THE VERTICAL. THE SIDES MAY BE OPEN. WHEN THE ESCALATOR IS INDIRECTLY SUBJECT TO SNOW OR FREEZING RAIN, HEATERS SHALL BE OPERATED TO PREVENT ACCUMULATION AND FREEZING ON THE STEPS AND LANDING PLATES. DRAINS SHALL BE PROVIDED IN THE LOWER PIT. ELECTRICAL SERVICE, CONDUCTORS AND DEVICES: 1. FIRE SPRINKLERS PER LOCAL CODE REQUIREMENT WITH PROTECTIVE GUARDS. 2. LIGHT WITH GUARD AND GFCI CONVENIENCE OUTLET IN EACH PIT AND MACHINE ROOM SPACE. 3. THREE -PHASE MAINLINE COPPER POWER FEEDER TO TERMINALS OF EACH ESCALATOR /MOVING WALK CONTROLLER IN THE MACHINE SPACE WITH PROTECTED, LOCKABLE "OFF ", DISCONNECTING MEANS MEETING NEC REQUIREMENTS. 4. PHONE LINE TO EACH CONTROLLER IF REMOTE MONITORING IS SPECIFIED. 5. TEMPORARY POWER AND ILLUMINATION TO INSTALL, TEST AND ADJUST ESCALATOR /MOVING WALK EQUIPMENT. 6. CONDUIT FROM THE CLOSEST WELLWAY OF EACH ESCALATOR /MOVING WALK GROUP OR SINGLE ESCALATOR /MOVING WALK TO THE FIREFIGHTERS' CONTROL ROOM AND /OR THE CONTROL CONSOLE. COORDINATE SIZE, NUMBER AND LOCATION OF CONDUITS. T SINGLE -PHASE COPPER POWER FEEDER TO EACH LOWER AND ESCALATOR PIT FOR TRUSS HEATER WITH INDIVIDUAL PROTECTED, LOCKABLE "OFF ", DISCONNECTING MEANS LOCATED IN MACHINE ROOM SPACE. 8. LANDING FLOOR PLATES AND ALL EXPOSED STEP /PALLET TREADS SHALL BE ILLUMINATED WITH A LIGHTING INTENSITY OF NOT LESS THAN 54 LUX (5 FOOTCANDLES). THE ILLUMINATION OF THESE SURFACES SHALL BE OF UNIFORM INTENSITY AND NOT CONTRAST MATERIALLY WITH THAT OF THE SURROUNDING AREA. 8 RELATED WORK NOT PROVIDED IN ELEVATOR CONTRACT f� SCALE: NTS (BASED ON ASME A17.1 SAFETY CODE FOR ELEVATORS AND ESCALATORS. CONSULT LOCAL CODES FOR ADDITIONAL REQUIREMENTS.) ELEV. 8c 1 EE C r I N F O R M; i (0 N [L�LM:40hl : _ ►, RAIL FORCES MAXIMUM ON EACH GUIDE RAIL I I i i { i i I i i I { J � r � 4 4 f i OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUMMAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVI DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 & PERMIT REV 03.24.05 Q PERMIT REV 04.07.05 CAR NORMAL FACE OF MAIN RAIL cc D 0.9 K BB 0.8 K A& j CAR NO H F PROJECT' G N ELEV. 8c 1 EE C r I N F O R M; i (0 N [L�LM:40hl : _ ►, RAIL FORCES MAXIMUM ON EACH GUIDE RAIL (FORCES ARE IN KIPS) ELEVATOR 4, 8, 5 NUMBER 1 2 3 10, 13 & AND OCCURRING ON 14 16 w R1 2,2 K 1.2 K 0.9 K 1.1 K 1.2 K CAR NORMAL FACE OF MAIN RAIL R2 2.6 K 0.9 K 0.5 K 0.8 K 1.2 K CAR NO LL_ SIDE OF MAN RAIL - LOADING OR RUNNING -' CAR R3 N/A N/A 11.5 K 21.9 K 23.5 K FORCE TRANSMITTED TO PIT STRUCTURE Qf AT CAR SAFETY APPLICATION* z CWT R3 N/A N/A N/A N/A N/A FOR TR TED TOATTON* S TRUCTURE A T w R1 0.1 1 K 0.1 1 K 0.9 K 0,10 K ROPED HYDRO PLUNGER SEISMIC ** FACE OF ROPED HYDRO PLUNGER RAIL z J R2 0.06 K 0.06 K 0.5 K 0.05 K ROPED HYDRO PLUNGER SEISMIC ** a SIDE OF ROPED HYDRO PLUNGER RAIL R1 2.6 K 1.5 K 0.9 K 1.5 K 2.0 K CAR SEISMIC * ** V) OF MAIN RAIL F ACE 0 R2 1.3 K 0.8 K 0.5 K 0.8 K 1.0 K CAR SEISMIC * ** SIDE OF MAIN RAIL - LOADING OR RUNNING m R1 N/A N/A N/A 1.3 K 1.6 K CWT SEISMIC * ** N FACE OF CWT RAIL ui R2 N/A N/A N/A 0.6 K 0.8 K S EISMIC *RAIL SIDE CW T R1 N/A N/A 0.11 K N/A N/A ROPED HYDRO PLUNGER SEISMIC ** FACE OF ROPED HYDRO PLUNGER RAIL a R2 N/A N/A 0.06 K N/A N/A ROPED HYDRO PLUNGER SEISMIC ** SIDE OF ROPED HYDRO PLUNGER RAIL ELEVATOR NUMBER 6 9 12 17 OCCURRING ON w R1 1.4 K 1.4 K 1.2 K 1.0 K CAR NORMAL FACE OF MAIN RAIL o 0 R2 0.7 K 0.7 K 0.9 K 0.9 K CAR NORMAL SIDE OF MAIN RAIL - LOADING OR RUNNING -j a CAR R3 18.1 K 18.1 K 14.6 K 14.2 K FORCE TRANSMITTED TO PIT STRUCTURE a AT CAR SAFETY APPLICATION* z CWT R3 N/A N/A N/A N/A FO CE TR TED TOATION* S TRUCTURE w R1 0.11 K 0.11 K 0.1 K 0.10 K ROPED HYDRO PLUNGER SEISMIC ** 0 FACE OF ROPED HYDRO PLUNGER RAIL J R2 0.06 K 0.06 K 0.05 K 0.05 K ROPED HYDRO PLUNGER SEISMIC ** n SIDE OF ROPED HYDRO PLUNGER RAIL R1 2.0 K 2.0 K 1.5 K 1.1 K CAR SEISMIC * ** w FACE OF MAIN RAIL R2 1.0 K 1.0 K 0.8 K 0.6 K CAR SEISMIC * ** o SIDE OF MAIN RAIL - LOADING OR RUNNING m R1 N/A N/A N/A N/A CWT SEISMIC * ** FACE OF CWT RAIL R2 N/A N/A N/A N/A S EISMIC *RAIL SIDE CW T w R1 0.17 K 0.17 K 0.1 K 0.14 K ROPED HYDRO PLUNGER SEISMIC ** CD FACE OF ROPED HYDRO PLUNGER RAIL z J R2 0.09 K 0.09 K 0.05 K Q.07 K ROPED HYDRO PLUNGER SEISMIC ** r) SIDE OF ROPED HYDRO PLUNGER RAIL * THESE REACTIONS DO NOT OCCUR SIMULTANEOUSLY WITH PIT BUFFER REACTIONS BUILDING SUPPORTS FOR GUIDE RAIL ATTACHMENT SHALL RESIST HORIZONTAL FORCES WITH A TOTAL DEFLECTION NOT IN EXCESS OF IBC LIMITS DURING SEISMIC CONDITIONS. IBC VARIABLES USED FOR SEISMIC CALCULATIONS: SEISMIC DESIGN CATEGORY = D ELEVATOR IMPORTANCE FACTOR = 1.5 (ALL ELEVATORS) SDS = 0.35 HORIZONTAL ACCELERATION EQUIVALENT = 0.25 G (FOR REF ONLY) LEGAL HOISTWAY AND PIT 1. CLEAR, PLUMB, SUBSTANTIALLY FLUSH HOISTWAY WITH VARIATIONS NOT TO EXCEED 25 MM (1 ") WITHIN 30 M (100') VERTICALLY AT ANY POINT. 2. BEVEL CANTS NOT LESS THAN 75 DEGREES FROM THE HORIZONTAL ON ANY REAR OR SIDE WALL LEDGES AND BEAMS, INCLUDING BUILDING SUPPORT FOR TRACTION MACHINE BEAMS, THAT PROJECT OR RECESS 100 MM (4 ") OR MORE INTO THE HOISTWAY. CANTS NOT REQUIRED ON DIVIDER BEAMS. ENCLOSE WEB OF HOISTWAY STEEL FRAMING. 3.ADEQUATE STRUCTURAL SUPPORT FOR ATTACHMENT OF ELEVATOR CAR AND /OR COUNTERWEIGHT GUIDE RAILS AT EACH FLOOR, PIT AND OVERHEAD. 4. DIVIDER BEAMS BETWEEN ADJACENT ELEVATORS AT EACH FLOOR, PIT AND OVERHEAD. DIVIDER BEAMS NEED NOT BE FIREPROOFED. 5. SUPPORTS AT EACH FLOOR FOR CAR GUIDE RAIL FASTENING AND INTERMEDIATE SUPPORT WHERE HEIGHTS EXCEED 4250 MM (14' -0 "), OR AS SHOWN ON LBA DRAWINGS. COUNTERWEIGHT INTERMEDIATE GUIDE RAIL SUPPORTS WHERE FLOOR HEIGHTS EXCEED 4850 MM (16' -0 "). BUILDING SUPPORTS NOT TO DEFLECT IN EXCESS OF 1/8" UNDER NORMAL CONDITIONS. 6. SUPPORTS AT EACH FLOOR FOR CAR GUIDE RAIL FASTENING AND INTERMEDIATE SUPPORT WHERE HEIGHTS EXCEED THOSE SHOWN ON LBA DRAWINGS. FOR ASME A17.1, BUILDING SUPPORTS NOT TO DEFLECT IN EXCESS OF 6.3 MM (1/4 ") (WITH HORIZONTAL ACCELERATION VALUE SHOWN ON RAIL FORCES CHART) UNDER SEISMIC CONDITIONS. FOR IBC, BUILDING SUPPORTS SHALL RESIST HORIZONTAL FORCES WITH A TOTAL DEFLECTION NOT IN EXCESS OF IBC LIMITS DURING SEISMIC CONDITIONS. T GUIDE RAIL BRACKET SUPPORTS IN CONCRETE. INSERTS OR IMBEDS, IF USED, WILL BE PROVIDED BY ELEVATOR CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. VERIFY LOCATION ON ELEVATOR CONTRACTOR'S SHOP DRAWINGS, 8. CUTTING AND PATCHING WALLS, BEAMS AND FLOORS. 9. WALL BLOCK -OUTS AND FIRE -RATED CLOSURE FOR CONTROL AND SIGNAL FIXTURE BOXES WHICH PENETRATE WALLS. 10. CONCRETE WALL /BEAMS, OR STEEL BEAMS FOR SUPPORT OF HOIST MACHINE, ROPE SHEAVES, AND DEAD -END HITCH BEAMS. SUPPORT BEAMS SHALL NOT EXCEED DEFLECTION OF L/1666 OF THE SPAN UNDER STATIC LOAD. 11. IF FRONT HOISTWAY WALLS ARE CONCRETE OR MASONRY, FORM ROUGH OPENINGS 300 MM (12 ") GREATER IN WIDTH AND 100 MM (4 ") GREATER IN HEIGHT THAN CLEAR OPENING. GROUT ROUGH OPENING AFTER ELEVATOR ENTRANCE FRAMES HAVE BEEN INSTALLED. 12. SOUND- ATTENUATING ASSEMBLIES FOR WALLS OF MACHINE ROOM, CONTROLLER SPACE AND /OR HOISTWAY WHERE SOUND - SENSITIVE AREAS ARE ADJACENT. 13. PIT ACCESS LADDER FOR EACH ELEVATOR THAT DOES NOT HAVE A WALK -IN PIT. 14. STRUCTURAL PIT FLOOR FOR HYDRAULIC CYLINDER, GUIDE RAIL, AND BUFFER LOADS. CYLINDER, GUIDE RAIL, AND BUFFER IMPACT LOADS DO NOT OCCUR SIMULTANEOUSLY. 15. STRUCTURAL PIT FLOOR FOR MACHINE -ROOM -LESS CAR AND COUNTERWEIGHT BUFFER AND GUIDE RAIL IMPACT LOADS. ELEVATOR GUIDE RAIL IMPACT AND INDIVIDUAL BUFFER IMPACT LOADS DO NOT OCCUR SIMULTANEOUSLY. 16. WATERPROOF PIT. INDIRECT WASTE DRAIN OR SUMP WITH FLUSH GRATE AND PUMP. 17. PIT GUARD WHERE THERE IS A DIFFERENCE IN LEVEL BETWEEN THE FLOORS OF ADJACENT PITS. GUARD SHALL EXTEND 2000 MM (79 ") ABOVE THE FLOOR OF HIGHER PIT. IF PIT ACCESS LADDER IS LOCATED ADJACENT TO THE GUARD,THE GUARD SHALL EXTEND 2000 MM (79 ") ABOVE THE TOP RUNG OF THE LADDER. GUARD SHALL REJECT A 50 MM (2 ") DIAMETER BALL. 18. PROTECT OPEN HOISTWAYS AND ELEVATOR ENTRANCES DURING CONSTRUCTION PER O.S.HA REGULATIONS. 19. PROTECT CAR ENCLOSURE, ELEVATOR ENTRANCES AND SPECIAL METAL FINISHES FROM DAMAGE AFTER INSTALLATION. 20. IF HOISTWAYS OF ELEVATORS AND DUMBWAITERS PENETRATE MORE THAN THREE STORIES, SMOKE VENTING WITH AN AREA NOT LESS THAN 3.5% OF THE TOTAL HOISTWAY AREA NOR LESS THAN 3 SF FOR EACH ELEVATOR, AND NOT LESS THAN 3.5% NOR LESS THAN 0.5 SF FOR EACH DUMBWAITER (WHICHEVER IS GREATER). OF THE TOTAL VENT AREA, NOT LESS THAN 1/3 SHALL BE PERMANENTLY OPEN UNLESS ALL VENTS ACTIVATE ON THE DETECTION OF SMOKE FROM ANY OF THE ELEVATOR LOBBY SMOKE DETECTORS. RECOMMEND NORMALLY OPEN DAMPER, POWERED CLOSED WITH SMOKE DETECTOR ACTIVATED MOTORIZED DAMPER. PROVIDE ACCESS TO DAMPER MOTOR FROM OUTSIDE THE BOUNDS OF THE HOISTWAY AND ELEVATOR MACHINE /CONTROL ROOM. (REFER TO CODE EXCEPTIONS FOR BUILDINGS WITH AUTOMATIC SPRINKLER SYSTEMS). 21. HOISTWAY PRESSURIZATION AS REQUIRED PER LOCAL CODE. 22. STRUCTURAL STEEL CHANNEL FRAMES, FLOOR TO BUILDING BEAM ABOVE AND STRUCTURAL STEEL CHANNEL HEADER AND STEEL ANGLE SILLS FOR VERTICAL BI- PARTING HOISTWAY ENTRANCES. @ 2004 4240 ARCHITECTURE, INC. 10 on lift" ,v IMF �_ .4 1110 �o wl,.g " MN I z EXEM"" \01 \\�:? E OMMINNWON 0 z "WEMW \ \sw \ :;. iz tea:\ ..' 0 1 z 101\1 \ ��; \; " �. z HNN-M-- z 111001 z z AN AM, z IP 51 4 .......... ............. ........ .. i OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT 7 COMPAN AVON, COLORADO ARCHITECT OF RECORD ' m o o go Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWE RTON NEW YOM NEW YORK STRUCTURAL ENGINEER MONROE &NEWELL ENC:TNFLRS, INC AVON, COL ORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIAII-�'S, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIDER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMI/BID 02.15.05 C D B vROlur N PROJECT KEYPIAN , "Ji V % 1 1@ 2004 4240 ARCHITECTURE, INC. I TO PROVIDE (CONTINUOUS FASCIA AS REQj;RED.- LEVEL PLAZA HOISTWAY PLAN SCALE: 1/4" = V-O" DUTY: 3500# @ 100 FPM 20'--0" CLEAR MACHINE ROOM PUMP UNIT E EV. 6 CONTROL PUMP uNil E LEV. 2 z 0 BATTERY 1 1 1 , L OWERING DEVICES --, 4" C URD RECOMMENDED N I "C' P ROVi DE 3-- P I iAS I-` VA N LI NLE POWER F E LE D ER WI I H DISCONNECTING MEANS FOR EACH ELEVATOR CONTROLLER. PROVIDE _ —PHASE T:1fEDER MTH DISCONN IVEL ANS FOR CAR LIGHTING, VENTILATION SYSTEM/ AND RECEP FOR EACH ELEVATOR. THESE DISCONNECTING VEANS SHALL INCLUDE C)VERCURRENT PRO TECTiON, SI- BE L.00A-11E0 N; THE MACHINE ROOM, AND Si'- M""' N.E.C. REQLIIREMENi'S (ME-C) PROVIDE S T RUCTUIRAL. SUPPORT FOR CAR CUiF)F RAIL. [ASTENING AT 1 14'0" MAX. VERTICAL SPACING THRO' CH 1 01" Oi U 1. 1 HOISTWAY (NILEC). IF SPACING) BE__1WEfFN SUPPORTS CANN f f__ MAINTAINED AT 3 1 MAX., PROVIDE I N T ER ME D i AT E SUPPORT BEAMS OR CONTINUOUS VF_ IRTHCAL STR UCTURE UCURE BETWEEN FLOOR HAM ( NIE , R Rj - - � 1- C _). ELEVATOR C0N_iRA',_,'_r1'_)R To PROVIDE, CON IMOUS FASCIA AS RF_QUIRED. PROVIDE PT LIGHT SWITCH (NIEC). PROVIDE P11 ACCESS LADDER (NIE" OCAT" MACHINE ROOM WITHIN 40'-0" OF EACH HOISTWAY. MACHINE ROOM PLAN SCAL.E: 1 /4" 1, 1 _ DUTY: 3500# 00 F PM OCCUPIED SPACE BELOW PROVIDE INDIRECT PIT DRAIN OR SUMIP WITH GRATING COV` _ LF'Orl. WIT H PIT F i i � il I- OOR (NIEC), HOISTWAY SECTION ELEVATOR 2 SCkl. 1 /4" = 1'-0 DUTY: 3500# @ 100 FPM PROVIDE 200 VV X 200 MM (8" X 8") BLOICKOUT FOR HYDRAL"L>C 01 LINE, AND 150 VV X '50 MM (6" X 6") BLOCKOUT FOR ELECTRICAL CONDUIT FOR EACH E:LEEVAMR. VERIFY LOCATION W1 ELEVATOR CO N �"_/NlRACTOR (NIEEC). VERIFY PATH OF OH_ LINE WITH ELEVATOR CONTRA'r THE ',_ _E MACHINF ROOM AND ICISTWAY SHAL-L. BE LOCATED ON - i ' '~ E SAVE SIDE OF AN EXPANSION JOINT. PROVIDE ADE QUATE QUATE LiGHTIN" TO MANTA VIN. 200 LUX (19 FC) ILLUVMAT ION AT MACHINE ROOM FLOOR (N COORDINATE LGHT FiXTURES AND UM, I -, JT[ \ (DI _E TS LOCA ION W ELEVATOR ("ON (NIL(c). MACHINE ROOM H 'V 44,300 BTUH 7 10 1 AL. FOR EQUIPMENT 1N T H MACHM_ R001M. A 1 CLEEARANCE OF NOT LESS THAN 450 MV ( SHALL. BE PROVIDED IN I1L DIREC'IiON REQU!RiEt) FOR iVAiNT.ENANCE, AND A CLEAR PATH OF NO LESS THAN 450 MM (18") SHALL BE PROVIDE-D TO ALL COMPONENTS THAJ RFOUIREE MAINTENANCE. % z W3 p \\\ � VN\ O z ���0 N, R '�\ ROUND& \ \ "N' �: a \ \` z K� 0 001001 0 1101 OWNER/DEVFLOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD ' 010 00 %% Ed _\\� h A I A J 041 100 IM If I d NO ,,A5L,m \101116"Ims\ "'A Denver, Colorado MASTER PL ANNER DESIGN ARCHITECT' HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL EN(;iNLT, MONROE &NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIA`rFS, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, rNTC. VA11., COLORADO INTERIOR DESIGN SIJFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SID 01.23.04 002 DID FROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21 .04 005 CD FROG. 1 01.14.05 006 PERMI/BID 02.15.05 D A N PROJECT KEYPLAN g k!" N 1 z Z Z 1 Z v 7'-0" PLT,-M ? 7'---0" PLMM 3 6 R. 0. 2' 3 3'-- 6„ Ilk 0* r_ T 2 EJ 8'? C 0* 2 -9 CLR QPNG 2' -9" REAR 3'---6" CLR OPNC 9 FRONT 2' 3„ Q0 R.O. 2'-3" LLEV. 2 < L,J j k, OW L_n c) coo C L Ln CD _j < co r-- LEVEL PLAZA HOISTWAY PLAN SCALE: 1/4" = V-O" DUTY: 3500# @ 100 FPM 20'--0" CLEAR MACHINE ROOM PUMP UNIT E EV. 6 CONTROL PUMP uNil E LEV. 2 z 0 BATTERY 1 1 1 , L OWERING DEVICES --, 4" C URD RECOMMENDED N I "C' P ROVi DE 3-- P I iAS I-` VA N LI NLE POWER F E LE D ER WI I H DISCONNECTING MEANS FOR EACH ELEVATOR CONTROLLER. PROVIDE _ —PHASE T:1fEDER MTH DISCONN IVEL ANS FOR CAR LIGHTING, VENTILATION SYSTEM/ AND RECEP FOR EACH ELEVATOR. THESE DISCONNECTING VEANS SHALL INCLUDE C)VERCURRENT PRO TECTiON, SI- BE L.00A-11E0 N; THE MACHINE ROOM, AND Si'- M""' N.E.C. REQLIIREMENi'S (ME-C) PROVIDE S T RUCTUIRAL. SUPPORT FOR CAR CUiF)F RAIL. [ASTENING AT 1 14'0" MAX. VERTICAL SPACING THRO' CH 1 01" Oi U 1. 1 HOISTWAY (NILEC). IF SPACING) BE__1WEfFN SUPPORTS CANN f f__ MAINTAINED AT 3 1 MAX., PROVIDE I N T ER ME D i AT E SUPPORT BEAMS OR CONTINUOUS VF_ IRTHCAL STR UCTURE UCURE BETWEEN FLOOR HAM ( NIE , R Rj - - � 1- C _). ELEVATOR C0N_iRA',_,'_r1'_)R To PROVIDE, CON IMOUS FASCIA AS RF_QUIRED. PROVIDE PT LIGHT SWITCH (NIEC). PROVIDE P11 ACCESS LADDER (NIE" OCAT" MACHINE ROOM WITHIN 40'-0" OF EACH HOISTWAY. MACHINE ROOM PLAN SCAL.E: 1 /4" 1, 1 _ DUTY: 3500# 00 F PM OCCUPIED SPACE BELOW PROVIDE INDIRECT PIT DRAIN OR SUMIP WITH GRATING COV` _ LF'Orl. WIT H PIT F i i � il I- OOR (NIEC), HOISTWAY SECTION ELEVATOR 2 SCkl. 1 /4" = 1'-0 DUTY: 3500# @ 100 FPM PROVIDE 200 VV X 200 MM (8" X 8") BLOICKOUT FOR HYDRAL"L>C 01 LINE, AND 150 VV X '50 MM (6" X 6") BLOCKOUT FOR ELECTRICAL CONDUIT FOR EACH E:LEEVAMR. VERIFY LOCATION W1 ELEVATOR CO N �"_/NlRACTOR (NIEEC). VERIFY PATH OF OH_ LINE WITH ELEVATOR CONTRA'r THE ',_ _E MACHINF ROOM AND ICISTWAY SHAL-L. BE LOCATED ON - i ' '~ E SAVE SIDE OF AN EXPANSION JOINT. PROVIDE ADE QUATE QUATE LiGHTIN" TO MANTA VIN. 200 LUX (19 FC) ILLUVMAT ION AT MACHINE ROOM FLOOR (N COORDINATE LGHT FiXTURES AND UM, I -, JT[ \ (DI _E TS LOCA ION W ELEVATOR ("ON (NIL(c). MACHINE ROOM H 'V 44,300 BTUH 7 10 1 AL. FOR EQUIPMENT 1N T H MACHM_ R001M. A 1 CLEEARANCE OF NOT LESS THAN 450 MV ( SHALL. BE PROVIDED IN I1L DIREC'IiON REQU!RiEt) FOR iVAiNT.ENANCE, AND A CLEAR PATH OF NO LESS THAN 450 MM (18") SHALL BE PROVIDE-D TO ALL COMPONENTS THAJ RFOUIREE MAINTENANCE. % z W3 p \\\ � VN\ O z ���0 N, R '�\ ROUND& \ \ "N' �: a \ \` z K� 0 001001 0 1101 OWNER/DEVFLOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD ' 010 00 %% Ed _\\� h A I A J 041 100 IM If I d NO ,,A5L,m \101116"Ims\ "'A Denver, Colorado MASTER PL ANNER DESIGN ARCHITECT' HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL EN(;iNLT, MONROE &NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIA`rFS, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, rNTC. VA11., COLORADO INTERIOR DESIGN SIJFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SID 01.23.04 002 DID FROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21 .04 005 CD FROG. 1 01.14.05 006 PERMI/BID 02.15.05 D A N PROJECT KEYPLAN g k!" N 1 z Z Z 1 Z v 7'-0" PLT,-M ? 0* r_ T 2 EJ 8'? C 0* REAR 3'---6" CLR OPNC 9 2' - - 2' 3„ 4'---6" R.O. 2'-3" LEVEL PLAZA HOISTWAY PLAN SCALE: 1/4" = V-O" DUTY: 3500# @ 100 FPM 20'--0" CLEAR MACHINE ROOM PUMP UNIT E EV. 6 CONTROL PUMP uNil E LEV. 2 z 0 BATTERY 1 1 1 , L OWERING DEVICES --, 4" C URD RECOMMENDED N I "C' P ROVi DE 3-- P I iAS I-` VA N LI NLE POWER F E LE D ER WI I H DISCONNECTING MEANS FOR EACH ELEVATOR CONTROLLER. PROVIDE _ —PHASE T:1fEDER MTH DISCONN IVEL ANS FOR CAR LIGHTING, VENTILATION SYSTEM/ AND RECEP FOR EACH ELEVATOR. THESE DISCONNECTING VEANS SHALL INCLUDE C)VERCURRENT PRO TECTiON, SI- BE L.00A-11E0 N; THE MACHINE ROOM, AND Si'- M""' N.E.C. REQLIIREMENi'S (ME-C) PROVIDE S T RUCTUIRAL. SUPPORT FOR CAR CUiF)F RAIL. [ASTENING AT 1 14'0" MAX. VERTICAL SPACING THRO' CH 1 01" Oi U 1. 1 HOISTWAY (NILEC). IF SPACING) BE__1WEfFN SUPPORTS CANN f f__ MAINTAINED AT 3 1 MAX., PROVIDE I N T ER ME D i AT E SUPPORT BEAMS OR CONTINUOUS VF_ IRTHCAL STR UCTURE UCURE BETWEEN FLOOR HAM ( NIE , R Rj - - � 1- C _). ELEVATOR C0N_iRA',_,'_r1'_)R To PROVIDE, CON IMOUS FASCIA AS RF_QUIRED. PROVIDE PT LIGHT SWITCH (NIEC). PROVIDE P11 ACCESS LADDER (NIE" OCAT" MACHINE ROOM WITHIN 40'-0" OF EACH HOISTWAY. MACHINE ROOM PLAN SCAL.E: 1 /4" 1, 1 _ DUTY: 3500# 00 F PM OCCUPIED SPACE BELOW PROVIDE INDIRECT PIT DRAIN OR SUMIP WITH GRATING COV` _ LF'Orl. WIT H PIT F i i � il I- OOR (NIEC), HOISTWAY SECTION ELEVATOR 2 SCkl. 1 /4" = 1'-0 DUTY: 3500# @ 100 FPM PROVIDE 200 VV X 200 MM (8" X 8") BLOICKOUT FOR HYDRAL"L>C 01 LINE, AND 150 VV X '50 MM (6" X 6") BLOCKOUT FOR ELECTRICAL CONDUIT FOR EACH E:LEEVAMR. VERIFY LOCATION W1 ELEVATOR CO N �"_/NlRACTOR (NIEEC). VERIFY PATH OF OH_ LINE WITH ELEVATOR CONTRA'r THE ',_ _E MACHINF ROOM AND ICISTWAY SHAL-L. BE LOCATED ON - i ' '~ E SAVE SIDE OF AN EXPANSION JOINT. PROVIDE ADE QUATE QUATE LiGHTIN" TO MANTA VIN. 200 LUX (19 FC) ILLUVMAT ION AT MACHINE ROOM FLOOR (N COORDINATE LGHT FiXTURES AND UM, I -, JT[ \ (DI _E TS LOCA ION W ELEVATOR ("ON (NIL(c). MACHINE ROOM H 'V 44,300 BTUH 7 10 1 AL. FOR EQUIPMENT 1N T H MACHM_ R001M. A 1 CLEEARANCE OF NOT LESS THAN 450 MV ( SHALL. BE PROVIDED IN I1L DIREC'IiON REQU!RiEt) FOR iVAiNT.ENANCE, AND A CLEAR PATH OF NO LESS THAN 450 MM (18") SHALL BE PROVIDE-D TO ALL COMPONENTS THAJ RFOUIREE MAINTENANCE. % z W3 p \\\ � VN\ O z ���0 N, R '�\ ROUND& \ \ "N' �: a \ \` z K� 0 001001 0 1101 OWNER/DEVFLOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD ' 010 00 %% Ed _\\� h A I A J 041 100 IM If I d NO ,,A5L,m \101116"Ims\ "'A Denver, Colorado MASTER PL ANNER DESIGN ARCHITECT' HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL EN(;iNLT, MONROE &NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIA`rFS, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, rNTC. VA11., COLORADO INTERIOR DESIGN SIJFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SID 01.23.04 002 DID FROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21 .04 005 CD FROG. 1 01.14.05 006 PERMI/BID 02.15.05 D A N PROJECT KEYPLAN g k!" N 1 z Z Z 1 Z v 1© 2004 4240 ARCHITECTURE, INC. OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD MASTER PLANNM -a DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGLNEEIRS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. V.AIL, COLORADO INTERIOR DESIGN SLIHER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DA"I'F 001 \j pm0\\\ \ \ DD PROG. 1 04.12.04 003 DD FROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD FROG. 1 01.14.05 006 Denver, Colorado MASTER PLANNM -a DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGLNEEIRS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. V.AIL, COLORADO INTERIOR DESIGN SLIHER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DA"I'F 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD FROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD FROG. 1 01.14.05 006 PERMI /BID 02.15.05 Dj : B PQOlrtta N PROJECT KEYPLAN _ l i" 2004 4240 ARCHITECTURE, INC. PIT NOTES: PROVI ADEQUATE LIC"?HTIN C 7C MAINTAIN VIN. 100 LUX 1 L I ! F LOOR (NIE 0 Fl�, ID IJMINAT AT PI F C). PROVIDE PIT AC GHT SWI C 1 UTILITY 0! j7 LET(S,) WE' I G ii T (S), AND 'OF -PROTE UTILITY \,1; 7 PROVIDE ON E Pi J A LIGH ! S W ' , c� GI-j T jX7UR ELEVAT AND OUTLET PER PR O VIDE ADEQUATE URk STRUCT SUPPORT REQUIRED I L FORCE REACTIONS (N! E r" TOR BU AND RAiL � [L ELEVATOR CONTRACTOR '10 1 PROVIDE COUNTERWEIG 'GUARD PER COD"E. Q0 CO u 0� DUTY E-LE-VA 71-1, R 4: 3500# @ 350 FPM PIT REACTION TARI-F KEY R 'T 0 N F r D E SCRIP"! ON 4 K CAR BUFFER OE 46.6 K CWT BUFFER 21.9 K EACH DUTY ELEVATOR 5: CAR 4500# @ CAR R3 SAFL-TY R A! L FORCF) 350 FPM A > — ------ --- ---- ------- PIT REACTION TABLE KEY OA > RE 50.6 K 0 CAR DE SC R IPTION BUFFER (5) 43.6 K CWT BUFFER 0 lc ; CXD x 23.5 K EA(`F`I CAR SAFETY SrL CAR THFSF REACTIONS DO NOT OCCUR SjMUI TANEOUSI Y. I L_' _ACTiONS HAVE BEEN DOUBLED FOR IMPACT. VER OR ADDJ10NAL HIORIZONTAL S RUC JURAL SUPPORT FOR RAIL BRA(I'KETING AS REQUIRED FOR CAR, A DIVIDER BEAM FROM G' LEVEL TO LEVEE_ 2 (NIE 16'--7" 'CLEAR WALL i TO WALL PIT PLAN ELEVATORS 4 AND 5 SCALE: 1/ 4" = 1 '-0" DUTY: ELEVATOR 4: 3500# @ 350 FPM DU FI,EFVAi OR 5: 4500# @ 350 FPM PROVIDE INDIRECT P11 DRAIN OR SUMP W'TH I, �__IRA COVER LEVEL WI T H H Pi FLOOR (NIEC) i, < -i < —i ui < co i __j CD < _—PROVIDE FULL - HEIGHT CONCRETE OR REINFORCED 2 CMUI IIOISTWAY WALLS FOR W06 GUIDE RAIL [BRACKETING [BRACKETING (NIFC IT LEVELS G2 AND G1 HOISTWAY PLAN 2 ELEVATORS 4 AND 5 V 05 S C A L. IL: 0" 1D 1 Y: ""! It VATOR zi, 3500# @ 350 FPM DUJI'Y. i 5 4, 500# @ 3 FPVI V' (OR ADDI]IONAL HORIZON IA Si RUC :IRA[- SJPPORI FOR ;`RA1t 3-,RACK�E�ING � AS R EQ Ii I RE D 'F'0 R `A [_�!V DIEFR BEAM - ROM E V EL i 2 F F r —'0 A > 5" 'CLR > < < 0 (5) < 5' -8 4 L C I 0 CXD x o 0 (C) n LJ t It/ I z 0 1 C ON (ROLL E R FRANSFORMER 001 A Q 3 6 1 ; x 7 ' e-- ('7 FAR 0 L F 8'--- 4 C L EAR 6'-- CLEAR WALL T WA! _ I LEVELS PLAZA 6 HOISTWAY PLAN 00 3 ELEVATORS 4 AND 5 5 CL VT 0 SCALE: I / 4 " -, i F DUTY: ELEVATOR 4: 3500# @ 350 G < D'u'Tv ELEVATOR b: 4500# @ 350 F L (7) CNI AE F v ij FRONT 4'- 0 0 CI R) Q P N G 3'-4" 0 R. O . 2' 1 0" 4'L- 6'-0" PI TFI�l L 6 /41' #4 6'-2" PLJ_FiVr - I) 7' - ( 8' - - - C I A R C!, I AR WA! L O WALT 2 1 , LEVELS G2 AND G1 HOISTWAY PLAN 2 ELEVATORS 4 AND 5 V 05 S C A L. IL: 0" 1D 1 Y: ""! It VATOR zi, 3500# @ 350 FPM DUJI'Y. i 5 4, 500# @ 3 FPVI - FULL -HLIGHI CONCIRE-11 OR REINFORCED CVU HOIS"WAY WAS LS FOR _GUIDE RAIL BRACKETING (NIEC,)_ ti U_ rh: L.Lj < 0 00 0 < C. 0 Q ? 00 < S OVERHEAD NOTES: GOVERNOR OVERHEAD PLAN 4 ELEVATOR 4 AND 5 V '11 05 SC AI 1//1" DUlDUI`!. F"1VATOR 4: 3500# C 350 FP DJ FY. 'c__LEVA'I'OR 5: 4500# 11 350 FP11 7 Cl EAR CONTROL ROOM 0 -0" V� S PROVIDL ADEQUATE UGH TIN t" T O VIAINTAIN MIN. 200 IUX (19 F ., C) 1I_UMINA71ON AT TOP OF HO S JWAY (NIEC). PROVID'E, LIGHTS, LIGHT SWITCHES AND GFCI- PROTECTED UTILITY OUTLETS. COORDINAIE LOCATIONS WITH ELEVATOR CONTRACTOR (NIEC). PROVIDE STRUCTURAL SUPPORT 1 10 SUSTAIN REACTIONS INDICATED (NIEC). DU_Tt Y ELEVATOR 4: 3500# @ 35 FPM K IF _y 'REE A C T 10 N 16.9 K EAC H `1 4 K ®R EAC 1 -1 fi DUTY ELEVA 5: 4500# @ 350 !'I'M OVERHEAD REACTION TABLE KEY R FAC' I 1 0 N 0 ,- .7 K LAC,' 18..5 K EACH REACTIONS HAVE BEEN DOUBLED FOR MPACT. PROViDF 3---PHASE MAINLINE DOWER "FrEE ) R WI I D)iSCONNEr' ME A NS t ANS F OR E A C H -1 EVA'OR CONI ROI 1 FR. PROViDL 1 ID; IASf__ FFEDFR WITH DISCONNECTING V:"ANS FOR CAR IGHTiNG, VEIN' TMATION SYSIEM AND RECEPTACLE IFOR `AC I I, LI, VAIII O�. 'H SF DISCONNECIING VIFA NS SHALL iNCLUIDE OVEiRCURRI, N' SHALL BL LO(,',A_1_i_,-'D IN THE . MACHINE ROOM ANf SHAI MACHINE. t) � I j- M F T N . L .C. RFQUIREIV,-�N T S 'N!�_C). - C_ V' (OR ADDI]IONAL HORIZON IA Si RUC :IRA[- SJPPORI FOR ;`RA1t 3-,RACK�E�ING � AS R EQ Ii I RE D 'F'0 R `A [_�!V DIEFR BEAM - ROM E V EL i 2 F 2 V1 0 6 5'-- 0 R. 0, 2'- 1 0 0 ci,;R GIB N G —'0 A > 5" 'CLR < < 0 (5) < 0 CXD x j LJ Q0 z 0 1 C ON (ROLL E R FRANSFORMER 3 6 1 ' " 6--2 P;_TFM ' " 6-- 0 PLIFFM 7 ' e-- ('7 FAR 0 L F 8'--- 4 C L EAR 6'-- CLEAR WALL T WA! _ I LEVELS PLAZA 6 HOISTWAY PLAN 3 ELEVATORS 4 AND 5 VT 0 SCALE: I / 4 " -, I Ou F DUTY: ELEVATOR 4: 3500# @ 350 FPM D'u'Tv ELEVATOR b: 4500# @ 350 F - FULL -HLIGHI CONCIRE-11 OR REINFORCED CVU HOIS"WAY WAS LS FOR _GUIDE RAIL BRACKETING (NIEC,)_ ti U_ rh: L.Lj < 0 00 0 < C. 0 Q ? 00 < S OVERHEAD NOTES: GOVERNOR OVERHEAD PLAN 4 ELEVATOR 4 AND 5 V '11 05 SC AI 1//1" DUlDUI`!. F"1VATOR 4: 3500# C 350 FP DJ FY. 'c__LEVA'I'OR 5: 4500# 11 350 FP11 7 Cl EAR CONTROL ROOM 0 -0" V� S PROVIDL ADEQUATE UGH TIN t" T O VIAINTAIN MIN. 200 IUX (19 F ., C) 1I_UMINA71ON AT TOP OF HO S JWAY (NIEC). PROVID'E, LIGHTS, LIGHT SWITCHES AND GFCI- PROTECTED UTILITY OUTLETS. COORDINAIE LOCATIONS WITH ELEVATOR CONTRACTOR (NIEC). PROVIDE STRUCTURAL SUPPORT 1 10 SUSTAIN REACTIONS INDICATED (NIEC). DU_Tt Y ELEVATOR 4: 3500# @ 35 FPM K IF _y 'REE A C T 10 N 16.9 K EAC H `1 4 K ®R EAC 1 -1 fi DUTY ELEVA 5: 4500# @ 350 !'I'M OVERHEAD REACTION TABLE KEY R FAC' I 1 0 N 0 ,- .7 K LAC,' 18..5 K EACH REACTIONS HAVE BEEN DOUBLED FOR MPACT. PROViDF 3---PHASE MAINLINE DOWER "FrEE ) R WI I D)iSCONNEr' ME A NS t ANS F OR E A C H -1 EVA'OR CONI ROI 1 FR. PROViDL 1 ID; IASf__ FFEDFR WITH DISCONNECTING V:"ANS FOR CAR IGHTiNG, VEIN' TMATION SYSIEM AND RECEPTACLE IFOR `AC I I, LI, VAIII O�. 'H SF DISCONNECIING VIFA NS SHALL iNCLUIDE OVEiRCURRI, N' SHALL BL LO(,',A_1_i_,-'D IN THE . MACHINE ROOM ANf SHAI MACHINE. t) � I j- M F T N . L .C. RFQUIREIV,-�N T S 'N!�_C). - C_ —'0 < 0 0 ct� j 0 1 C ON (ROLL E R FRANSFORMER T,R W r t L A E 1 F V A T 0 F\) C C) N 10 - -0" O F ITS MA C H IN E A I TOP OF HOISTWAY CONTROL ROOM PLAN ELEVATORS 4 AND 5 _. -V SCALE: 1/4" 0 Du CRLEVATOR ZI-: 3500# @ 350 FPIM DUTY: ELEVATOR 5: 4500// @ 350 FPM PROVIDmE SELF SELF--LOCKING CONTROL ROOV AC 1 PROVIDE. ADFQ iAJF LIGHTING TO MAINTAIN MIN. 200 1 , 1 0 (19 _C) 1"LLUMINA1iON AT CONTROL ROOM FLOOR. PROVIDE LIGHT ,(S), LIGHT SW!TCH(ES) AND GFC'I- C O ORD I NA T E T - LOCAT L! I I L�'__T(Q)). JINA LOCATIONS P R O TECTED UTII tTy OUT B V�/IT H ELEVATOR CONTRAC TU--I T CONTROL ROOM "EAT EMjSS!CN 2 7 OTAL Ishm \. Immmm g Iffilliffil m \000 .......... ..... ..... OWNER /DEVELOPER TAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD dis 111 0 id de, o \00 1011 Af 11111 wd M 00 01 d IN mosidammmm 100 Denver, Colorado MASTER PLANNE DESIGN ARCJI1TLCr HART I HOWL- RTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWEIJ, ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUNIA AND ASSOCIATES, Co. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAII, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS COLORADO PROJECT' NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERWt/BTD 02.15.05 C YftOIEfiL B N PROJECT KEYPLAN V A N`[.1, 070 N/ V, (4 2 RAILING PER ELEVATOR COI` ELEVATOR CONTRA' PROVIDE COUNI - E R" GUARD PER CODE. VI-TRFYI/PROVIDE INDIr� PIT DRAIN OR SUMP ' CRATING; COVER LEVEE - :. WITH PIT FLOOR NO OCCUPIED SPACE BELOW IHOISTWAY HOISTWAY SECTION ELEVATOR 4 VT06 SCALE: 1 /4" - I : 0 DUTY: 3500# @ 350 FPM , 070 Iviv, ( RAILING PE ELEVATOR G El FVXIOR CONTIRr TO "ROVID[" CON F AS R[QUII PROVIDE FULL - HEIGHT CONCRE if. OR FRIEINFOI I HOISTWAY WALLS FOR RAIL BRACKETING (NIE( cr, E L-J, Z I tom. PROVIDE P; LIGHT SWi PROVIDE PIT ACC'FSS I-AD[ I-LE-VII+!uFl\ wave tE vt lei PROVIDE COUNTERW"GH' GUARD PER CODE. NO OCC�UP!ED SPACE BELOW HOISTWAY V HOISTWAY SECTION ELEVATOR 5 SCA 1/4" - V-0" DUTY: 4500# @ 350 FI-)N/ @ 2004 4240 ARCHITECTURE, INC. TK .0hp i m ININ sm �.\ \\ I . mmm- \� \ � \ 111 MEMI"',", Is M 1 09 �. ' , OW.NFR/DEVELC)PrR VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT Of RECORD gm � � O FF` i mmm i l" mm "' wa g JANO F Ap \\N j F AF J A Ads Imm 1 Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGIINTFERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIXIkS, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERNU/BID 02.15.05 C I:D]j B N PROJECT KEYPLAN K V AN k IV 2004 4240 ARCHITECTURE, INC. OWNER /DEVELOPER 'r T VALL RESORI'S DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD g m% a m a 1 1N I o m m Affifi. W B& ......... ........ Admam-sm, Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YOM NEW YORK STRUCTURAL ENGINEER MONROF, & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIDER DESIGNS EDWARDS, COLORADO PROJECT' NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD FROG. 2 0521.04 004 PRICING PKG. 06.21.04 005 CD FROG. 1 01.14.05 006 PERWI/BID 02.15.05 V C D 7 B vx0jun N PROJECT KEYPLAN N V 2004 4240 ARCHITECTURE, INC. PIT NOTES: PR 0 V 1 D E ADEQUAT I 1CH11 . 1 N (j` TO MAINTAIN VIN. 100 1 UX -iION AT PIT (NI (10 F- Li UVINA (NIE /I PROViDE PF' ACCESS LADDERS }, LIGH I iGIHT(S), AND GFCI--PR',-DTECTED) u -11 ITV OU 1]. T(S) (NIE }. PROViDE ONE PIT J\DDLER, L.K SW!TC� G H, — 1 1XT URE, AND (OU T I E T PER ELEVA PROVIDE A D E A - 1 E S - I R',j (" T JR A L SU R EQ U I RE D FOR BUFFER AND PAIL FOIRC REACTIONS (NIEC). PROVIDE INDIRE("'T P'T DRAIN OR SUMP WITH G R AJING COVE LEVEL WIT i �D` FL-OOR (NIEC }. PROVIDE FULL-41tFiCHT 1 CONCRETE OR 2 ------ VTo9 R EINFORCED \/T ko 9 CMU '-10:qTWAY WAL F 1-� i GUIDE RAIL - 1 IN' 1 BRACKL C (NI[-C). g'- I CL[- WALL - 1 - 0 WALL PIT PLAN ELEVATORS 8 AND 9 VT08 SCALE_: 1 1/4'i - 1'0" DUiY: LI-[VAICIR 8: 3500# @ 3, O tr"PM DUTY: ELEVATOR 9: 4500 @ 150 FPV, tai << 0 C.D < P,ROV:fD'-' 1 GI CONCIRETE OR RIL�- CMU HOISTWAY WALLS FOR CU!DE RAIL BRACX (NIEC VERTICAL - OR ADDI1 IONAL HORIZONIAL S1 'RUCTURAL SUPPOR FOR RAI'L -7 CLI __j < I OR CAR Al DNID - R � t, " i z t rF V [- II, G; I 1 LEVEL. 2 (NIE-C). < . 2' K E A ""' H CAR SAFT (SE- CAR R3 = =' I PA,L FORC-�) HESE REAC DO NOT R CCUF S! V U LTAN EOUSLY. 6 8 IMPACT. LL- , 3 z DJTY: ELEVATOR 9 4500# @ 150 FPM 10 REACTION op 1 4.4 K E L K z 16,0 K EACH CON ROL 7.7 K EACH ----------- (SEE C AR R3 ii L z j < Ln x U . ........ il ELFV. 8 -F < X I \J Lc) y __j ELEV. 8 E LEV.' 9 F �1 EV.i 9 I -- - i . .. ...... g'- I CL[- WALL - 1 - 0 WALL PIT PLAN ELEVATORS 8 AND 9 VT08 SCALE_: 1 1/4'i - 1'0" DUiY: LI-[VAICIR 8: 3500# @ 3, O tr"PM DUTY: ELEVATOR 9: 4500 @ 150 FPV, tai << 0 C.D < P,ROV:fD'-' 1 GI CONCIRETE OR RIL�- CMU HOISTWAY WALLS FOR CU!DE RAIL BRACX (NIEC VERTICAL - OR ADDI1 IONAL HORIZONIAL S1 'RUCTURAL SUPPOR FOR RAI'L BRACKETING AS REQU'RE I OR CAR Al DNID - R � t, 13F AV' F R 0 M t rF V [- II, G; I 1 LEVEL. 2 (NIE-C). 9: 4,500 @ . 2' K E A ""' H CAR SAFT (SE- CAR R3 = =' I PA,L FORC-�) LEVELS G2, G1 PLAZA HOISTWAY PLAN 2 ELEV 8 AND 9 VICE SHALL: 1/4" = V-O" > DUTY: E LEEVATOR 8: 3500# @ 350 FPM DJ]'Y: ELEVATOR 9: 4500 @ 150 FPM DU1Y: ELEVATOR 8: 3500# C 350 FPM Ty D U E.11VA E _TOR 9: 1111 41 9: 4,500 @ . 2' K E A ""' H CAR SAFT (SE- CAR R3 = =' I PA,L FORC-�) HESE REAC DO NOT R CCUF S! V U LTAN EOUSLY. 6 8 IMPACT. LL- 6'- 8 : CI X DJTY: ELEVATOR 9 4500# @ 150 FPM 7' 8 - (. REACTION op 1 4.4 K E L K 7 16,0 K EACH CON ROL 7.7 K EACH ----------- (SEE C AR R3 ii L j < Ln x U . ........ il ELFV. 8 -F X I \J Lc) y __j EV 8 i F �1 EV.i 9 I -- - i . .. ...... CO .---GOV, Lo , Z < i CL R OPNC i I in v ELE V. 8 I I 7' -0" P L, F IV, 8'- 0 PL M iEV, 9 8'6" 'CLEAR I i' -0" C 19'--'W' CLEAR WALL F(0 WAfLL LEVELS G2, G1 PLAZA HOISTWAY PLAN 2 ELEV 8 AND 9 VICE SHALL: 1/4" = V-O" > DUTY: E LEEVATOR 8: 3500# @ 350 FPM DJ]'Y: ELEVATOR 9: 4500 @ 150 FPM ti U < 1 Irl 09 V (_0 LEVEL 2 DUTY: 3500# @ HOISTWAY AND OVERHEAD > 3 ELEVATORS 8 AND 9 v 108 SCALE: 1 /4" - V0" DU1Y: ELEVATOR 8: 3500# C 350 FPM Ty D U E.11VA E _TOR 9: 1111 41 9: 4,500 @ . 2' K E A ""' H CAR SAFT (SE- CAR R3 = =' I PA,L FORC-�) HESE REAC DO NOT R CCUF S! V U LTAN EOUSLY. 6 8 IMPACT. LL- TABLE DJTY: ELEVATOR 9 4500# @ 150 FPM KEY REACTION op 1 4.4 K E L K 7 16,0 K EACH CON ROL 7.7 K EACH ----------- (SEE C AR R3 U N !'I Ln . ........ il ELFV. 8 -F Lc) y i t i t i z EV 8 i F �1 EV.i 9 I -- - i . .. ...... ...... .---GOV, , 2' -6 i CL R OPNC i I ' 2 4'- 6 " R.O. 1 3'- 5 I I 7' -0" P L, F IV, 8'- 0 PL M 8'6" 'CLEAR I i' -0" C 19'--'W' CLEAR WALL F(0 WAfLL LEVEL 2 DUTY: 3500# @ HOISTWAY AND OVERHEAD PLAN 3 ELEVATORS 8 AND 9 v 108 SCALE: 1 /4" - V0" DU1Y: ELEVATOR 8: 3500# C 350 FPM Ty D U E.11VA E _TOR 9: 4-500 @ 150 FPM PROVIDE 200 MM X 200 VIV 'S" X 8") BLOCKOUT FOR HYDRAU IC OIL 1 -iNF, AND 150 MM X 150 VIM CT R! CUKOU FOR ELL - ONDUiF FOR (6 X 6 BLO !CAL C FVA R EACH El � _ V' LOCATION WITH E EVATOR L E Y (NIEC). CON TR AC TOR Oh TOR r -1 0 ELEVA LiN WJ� VERIFY PAT[ C ONTRACT OR. COORDINAT L E LIGHT I FIXTURES AND UTILITY OUIRLEIS F ILOCA ION WITH ELEVATOR CONTRACTOR (NIEC). PROVIDE ADEQUATE STRUCTURAL SUPPOR AS REQUIRED FOR B"UFFEIR AND HYDRAULIC C'YL!NDE REACTIONS (NIEC). 00 MM x 600 mm x CE S' 24"' A` S DOOR AND -ADD' t? I OR GOVL_RNOR ACCESS (NI-EC K 0 < L b 2'- 6 2'-- 6 C LR 0 P N G 2'--0" L , 4'. 6" R 0. L 2, - 7' 0" P LT F IV 8'-- 6 C WAI I UIA, I LEVELS 2-7 HOISTWAY PLAN 4 ELEVATOR 8 VT08 SCALE: 1/4" = l'--O" DUTY: ELEVATOR 8: 3 @ 350 FPM VTO9 F DUTY: 3500# @ 350 FPV, L , U-j PIT REACTION TABLE I— KEY REACTION R'PT DES`,� ION V0" 49.9 K CAR SUFF 6'- 8" 'C' L R 46.6 K "W" BUFFER 1 9: 4,500 @ . 2' K E A ""' H CAR SAFT (SE- CAR R3 = =' I PA,L FORC-�) HESE REAC DO NOT R CCUF S! V U LTAN EOUSLY. R F � IONS HAVE BEEN DOUBLED FOR IMPACT. PIT REACTION TABLE DJTY: ELEVATOR 9 4500# @ 150 FPM KEY REACTION op 1 4.4 K E L K 7 16,0 K EACH CON ROL 7.7 K EACH ----------- (SEE C AR R3 PROVIDE 200 MM X 200 VIV 'S" X 8") BLOCKOUT FOR HYDRAU IC OIL 1 -iNF, AND 150 MM X 150 VIM CT R! CUKOU FOR ELL - ONDUiF FOR (6 X 6 BLO !CAL C FVA R EACH El � _ V' LOCATION WITH E EVATOR L E Y (NIEC). CON TR AC TOR Oh TOR r -1 0 ELEVA LiN WJ� VERIFY PAT[ C ONTRACT OR. COORDINAT L E LIGHT I FIXTURES AND UTILITY OUIRLEIS F ILOCA ION WITH ELEVATOR CONTRACTOR (NIEC). PROVIDE ADEQUATE STRUCTURAL SUPPOR AS REQUIRED FOR B"UFFEIR AND HYDRAULIC C'YL!NDE REACTIONS (NIEC). 00 MM x 600 mm x CE S' 24"' A` S DOOR AND -ADD' t? I OR GOVL_RNOR ACCESS (NI-EC K 0 < L b 2'- 6 2'-- 6 C LR 0 P N G 2'--0" L , 4'. 6" R 0. L 2, - 7' 0" P LT F IV 8'-- 6 C WAI I UIA, I LEVELS 2-7 HOISTWAY PLAN 4 ELEVATOR 8 VT08 SCALE: 1/4" = l'--O" DUTY: ELEVATOR 8: 3 @ 350 FPM VTO9 F < C) 0 < ROOM AND L , U-j ROOM PLAN U-1 V'IF08 SCALE.: 1/4" - V0" __j � DUTY ELEVATOR 6'- 8" 'C' L R 350 E DU ELEVATOR 9: 4,500 @ => Z BA Ii "RY U LOWER L K 7 CON ROL [jump U N !'I Ln ELFV. 8 -F < C) 0 < G 0 V E R N C',"\) 2. K CLEAR WALL TO WALIJ MAC IfiNE -BLAM T)GR SUP (NIEC). OVERHEAD PLAN ELEVATORS 8 V SCALE: 1 / 4 1- l ' ---o" DUTY: LLL VA" OR 8: 35 @ 350 FPM 1 0'-- 0 CL EAR CO NTROL - ROL ROOM 6'- 0 31 OVERHEAD NOTES: PROVIDE. ADEQUATE LIGHTING - 10 MAINTAIN MIN. 200 LUX (19 F ILLUMINATION AT TOP OF H1OIS1'WAY 'NIEC' PROVIDE IGI--I ECT T SW! - TCHES AND GFCI-- T S, 10 PROTED UTII-ITY OUl COORDINATE LOCATIONS c- ,, i - i L VAFOR CON - F RAC TIOR 'NIEC). 1) S TRUCTURAL To i ROVIDL S SUPPORT SUSTAIN REACTIONS INDICATED (NIEC' DU FY: 3500# @ 350 FPM --- - -- -------- K[--y REACTION 1 -- 6.9 K EA C ---- - ------ 1 1.4 K SA H RFAC HAVEL BEEN DOUBLED FOR !MPAC7. ROVID T N G 6 Pii'ASI... MAiNLiNL POWER � Wi DISCONNur MITANS FOR ACH ELEVATOR C ILER. PROWDF FFEDF CONTROL E t I WiTH DISCONN 7 C Ti NG MEANS FOR ('AR LIGHTING, VENTPL,ATI N C, Y-li AND RECEPT FOR EACH EL JHFS'i��- D&.'ONNF' MFANS E L I LL- t -I' I j : L t,' L - SHALL iN('i UDE OVERCI RREN. S; I-A 13 LOCA IN T 1 R( OV, AND SIIALL M'EHE` N.E.C. REQUIREMENTS 'NIEC) M A'�` I", I N E t ROOM AND L , U-j ROOM PLAN U-1 V'IF08 SCALE.: 1/4" - V0" __j � DUTY ELEVATOR 8: 3500# CO-) 350 E DU ELEVATOR 9: 4,500 @ 0 Z BA Ii "RY U LOWER L K CON ROL [jump G 0 V E R N C',"\) 2. K CLEAR WALL TO WALIJ MAC IfiNE -BLAM T)GR SUP (NIEC). OVERHEAD PLAN ELEVATORS 8 V SCALE: 1 / 4 1- l ' ---o" DUTY: LLL VA" OR 8: 35 @ 350 FPM 1 0'-- 0 CL EAR CO NTROL - ROL ROOM 6'- 0 31 OVERHEAD NOTES: PROVIDE. ADEQUATE LIGHTING - 10 MAINTAIN MIN. 200 LUX (19 F ILLUMINATION AT TOP OF H1OIS1'WAY 'NIEC' PROVIDE IGI--I ECT T SW! - TCHES AND GFCI-- T S, 10 PROTED UTII-ITY OUl COORDINATE LOCATIONS c- ,, i - i L VAFOR CON - F RAC TIOR 'NIEC). 1) S TRUCTURAL To i ROVIDL S SUPPORT SUSTAIN REACTIONS INDICATED (NIEC' DU FY: 3500# @ 350 FPM --- - -- -------- K[--y REACTION 1 -- 6.9 K EA C ---- - ------ 1 1.4 K SA H RFAC HAVEL BEEN DOUBLED FOR !MPAC7. ROVID T N G 6 Pii'ASI... MAiNLiNL POWER � Wi DISCONNur MITANS FOR ACH ELEVATOR C ILER. PROWDF FFEDF CONTROL E t I WiTH DISCONN 7 C Ti NG MEANS FOR ('AR LIGHTING, VENTPL,ATI N C, Y-li AND RECEPT FOR EACH EL JHFS'i��- D&.'ONNF' MFANS E L I LL- t -I' I j : L t,' L - SHALL iN('i UDE OVERCI RREN. S; I-A 13 LOCA IN T 1 R( OV, AND SIIALL M'EHE` N.E.C. REQUIREMENTS 'NIEC) M A'�` I", I N E t LiJ 0 U 0 z (D U FOR ELEVATOR 8, THE ELEVA MUS OF 1 MACHINE AI 1 O OF HOIS CONTROL ROOM AND L , U-j ROOM PLAN U-1 V'IF08 SCALE.: 1/4" - V0" __j � DUTY ELEVATOR 8: 3500# CO-) 350 E DU ELEVATOR 9: 4,500 @ 0 Z BA Ii "RY U LOWER DEVICES CON ROL [jump U N !'I ELEV. 9 LiJ 0 U 0 z (D U FOR ELEVATOR 8, THE ELEVA MUS OF 1 MACHINE AI 1 O OF HOIS CONTROL ROOM AND MACHINE ROOM PLAN 6 ELEVATORS 8 AND 9 V'IF08 SCALE.: 1/4" - V0" DUTY ELEVATOR 8: 3500# CO-) 350 E DU ELEVATOR 9: 4,500 @ 150 FPV, PROVIDE �ULL - i'L cl� I CONCRF OR REINFORCED CMU HOISTWAY WALLS FOR GUIDIL RAIL BRACK ETING CONTROL/MACHINE ROOM NOTES: PROVIDE SETF--(. StLli CONTROL 1,1 0M - � - Ss DOOR. R c PR(0)VIDF ADEQ UATE 1IGii1 iNG '10 MAINTAIN IVIIN. 200 LUX i 1 C) ? ON AT CONTROL ROOM FL 0 0 R. 1 -,L-7 SW�r ( ES� AND GFC PROVIDE UGH �7( TE UTILITY D OUT! �5). CCORDiNATE 1 PRO OCAT WI E: EVATOR CONTRAC l E PROVID 200 MM X 200 MM ( 8" X 8") BLACKOUT - OF AND 150 MM X 150 MM HYDRAULIC 011 1, 1 NL (6 X 6) BLOCKOU I�OR EL EC C'ONDUI�T FOR " "I E - LEVATOR, VERi`- Fy -OCAH WIT ON ELEVATOR CONTRACTOR ( NIEC). WITH ELEVATOR VERIFY PATH 0!` Olt LINE CONTRA ('7 0 -WAY H R THE MACHIINE ROOM AND HOISI I SHALL BE LOCA`;ED ON THE SAVE &DEE OF AN E XPANSION jOiN` COORDINATE LIGHT FIXTURES AND UTILITY OUTLETS WIT LOCA �H ELEVATOR CONTRACTOR (NIEC} MACHINE ROOM HEAT EVISSiON 9,720 BTLAH TOTAL FOR ELEVATOR 8. MACHINE ROOM HEAT EMISSION 29,700 131UL-1 FOlk-1 " LILEVAT(J"R 91. IFOR EQU IN 'THE MACHINE ROOM, A CLEARANCE OF NOi LESS THAN 450 IM MI (1 8") - SHALL BE PROVIDED IN THE n1RE1 TION(S) REQUIRED F MAINTENANCE, AND A CLEAR PATH OF NOT Lif- ]!-IAN /ItIO MM ( SHAII-1 BE PROVIDED TO AL-L COMPONENTS THAI REQUIRE MAIN1 NANCE. ......... . . 101 �g' I WNW\ g , U, �\N \: > , ,\ �� z 11n11 \:; i z z W ............. ................. OWNER/DEVELOPER VAIL RESO DEVELOPMENT (COMPANY AVON, COLORADO ARCHITECT OF RECORD �% % Alt , gza\\Nft� ro a 00041 11 1 A 0 "ar op g 0 1 \\ g A0 IN 0 ,osswwwww as 1 Denver, Colorado MY),STbR ?!.ANNER & DESIGN ARCHITECT HART HOWE NEW YORK, NEW YORK STRUCTURAL ENGINEER - 1A - ENGINEERS, INC MONROE & NEWL - F NG AVON, COLORADO MEP ENGINEERS CA`I RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEPRING, INC. VAIL, COLORADO INTERIOR DESIGN SLI M-R DESIGNS FDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14,05 006 PERMI/BID 02.15.05 � `t� N PROJECT KEYPLAN i\ N 1 . ...... z71 @ 2004 4240 ARCHITECTURE, INC. PROVIDE MIN. 3.0 SF OF SMOKE VENTING 1 OUTSIDE NR PER ELEVATOR. MIN 6.0 SF TOTA`- ELEVATORS 8 AND 9 (NIEC). [1 BEAM SUPPORT. VERIFY VAC'iflNE vOCAT ON WiTH ELEVATOR CONTRACTOR "NiEC). 1070 VV (42") HCH RAIING PER CODE By L PROVIDE STRUCTURAL SUPPORT, INCILUIDING DIV0ER ELEVATOR CONTRACTOR. I BEAMS, FOR CAR AND CWT GUIDE RA1 FASTENING AT 14'-0" MAX. VERTICAL_ SPACING TIHROU(.,H TOP OF HOISTWAY (NIEC). f SPACING BETWEEN SUPPORTS CANNOT BE MAINTAINED AT, 14'.--0" MAX., PROVIDE INTERMEDIATE SUPPORT BEAMS OR CONT�NUOjS VERTICAL STRUCTURE BETWEEN FLOOR BEAMS (NIEC). CD FOP TERMINAL LEVEL 7 LEVEL 6 HVEL 5 LEVEL 4 PROVIDL F ULL-- HE Gf& JIF CONCRE T OR REINFORCED CVU HOISTWAY WALLS FOR GUIDE 10H. 3 RAIL BRACKETING (NIEC). r LEVEL 2 VI, Ri OR ADDIT� HORIZONTAL STRUCI! SUPPORT FOR RAIL BRACKETING AS RE( FOR CAR AT DIVIDIF BEAMS FROM LEVEL. TO [YVFI 2 (NIEC) LEVEL PIA/A L Q� PROVIDE MIN. 3.0 SF OF SMOKE V[-NiiNG iO OUTSIDE AIR PER ELEVATOR. MIN 6.0 SF TOTAL 1070 MM (42 1 ELEVATORS 8 AND 9 (N!LC). RAILING 1 CODE BY E LEVATOR CONTRACTOR. 600 MVII X 600 MM (24"x 24") ACCESS DOOR AND LADDER FOR GOVERNOR ACCESS (NIFC).-- OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF REGORRI) I poll 41 1 I 01 PO4 gopi Denver, Colorado MASTER PLANNER 8, DESIGN ARCHITECT HART I HOWERTON NEW YOM NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMAIVND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAM,COLORSDO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 006 PERMI/BUD 011105 FOR CWI/MACH!NE LOCA[iONS 1 1 & 2, LRLC FRONT HOiSTWAY WALL A BOTTOM TERMINAL LANDING AFTER ELEVATOR EQj!PV �iAS 'BEEN INSTALLED !N HOISTWAY `N EC,) L CL CD -- VA - IO� CD 0- RACTOR 0 R CON TO PROVIDE COUNTERWEZhi BOTTOM TERM�NAI- '-EVEL G2 GUARD PER CODE. PROVIDE PIT LIGHT SWITCH (NIEC). i --, -- 'V-.-PROVDE PIT ACCESS LADDER (NU). VERIFY/PROVIDE INDIRECT PIT DRAIN OR SUMP WITH GRATING COVER LEVEL WPV PIT FLOOR NO OCCUPIED SPACE B)LLOW HOISTWAY HOISTWAY SECTION ELEVATOR 8 SCALE: 1/4" =-- l'-O" DUTY: ELEVATOR 8: 3500# @ 350 FPM NO OCCUPIED SPACE BELOW H06TWAY HOISTWAY SECTION ELEVATOR 9 SCALE: 1/4" - 1' 0" DUTY: ELEVATOR 9: 4500# @ 150 FPM 7 iL PROJECT KEYPLAN ISE r-f-T! U I Mid-, AN 1 9 AN V I © 2004 4240 ARCHITECTURE, INC. Q 2004 4240 ARCHITECTURE, 'INC. CD Z G 0 n c fY L , 1- 0 5'-6" MIN CLEAR OVIL 0 LL-, < u < 0 0 0 U) In > C A 5\\ \\\\\\\ \ \ \ \\ LLj 0 1-- 0 05.21.04 < < PRICING PKG. 1Z CD z < X 2: 7-) L-j < 0 L'i 01.14.05 J < 0 > cy CJ of PER1vff/B1D 0 L'i - 6 Of C, I c D i-z > L-j (-) < < LLj < < 0 --j Li-.', LX < < C) c � (a-- r n p --) < L--j cf) > < 0 U J CK L L , j F x 0 < LLJ tj- > _j Lij < W < Z L-i C-) J j CD :2 u 5 �-- 0 < [,J c � In — e CJ > > LLJ U L –` a " 0 l- - �z < C) > f = Lj C:) < 0 < 0 lY 0 CI- cr 0 L'i 8'-0" TO CANOPY 0 z 0 -n z L 0 > Cr- LJ L� —j ll C) 0 J r7' < cy 0 — :z C cr 5� < 0 OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD \ g j 000011 A 4 15 F lma\ A PO 0 000% NN A dd' m di 0" DD PROG. 1 Ad, A 5\\ \\\\\\\ \ \ \ \\ DD PROD. 2 05.21.04 1111 1111 0 PRICING PKG. Denver, Colorado "TER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YOM NEW YORK STRUCTURAL ENGINEER MONROU, & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS ctvroR, RUK-NAND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE, C 7 � B PROJECT N -1� PROJECT KEYPLAN l A 41 z v 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROD. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD FROG. 1 01.14.05 006 PER1vff/B1D 02.15.05 11 2004 4240 ARCHITECTURE, INC. I I DIRECT PIT DRAIN OR SUMP WITH GRATING COVER LEVEL WITH PIT FLOOR (NIEC). PIT PLAN 1 ELEVATOR 12 VT12 SCALE: 1/4" = 1' -0" DUTY: 3500# @ 150 FPM 1' -0 8' -0" CLEAR MACHINE ROOM PROVIDE 3 -PHASE MAINLINE POWER FEEDER WITH DISCONNECTING MEANS FOR EACH ELEVATOR CONTROLLER, PROVIDE 1 -PHASE FEEDER WITH DISCONNECTING MEANS FOR CAR LIGHTING, VENTILATION SYSTEM AND RECEPTACLE FOR EACH ELEVATOR. THESE DISCONNECTING MEANS SHALL INCLUDE OVERCURRENT PROTECTION, SHALL BE LOCATED IN THE MACHINE ROOM, AND SHALL MEET N.E.C. REQUIREMENTS (NIEC).-, 3' -6" MIN PUMP CLR \ DUTY: 3500# @ 150 FPM _ UNIT REACTION U c� o Lo EACH © 14.1 K L © 14.6 K ELEV # 12 8' -0" CLEAR MACHINE ROOM PROVIDE 3 -PHASE MAINLINE POWER FEEDER WITH DISCONNECTING MEANS FOR EACH ELEVATOR CONTROLLER, PROVIDE 1 -PHASE FEEDER WITH DISCONNECTING MEANS FOR CAR LIGHTING, VENTILATION SYSTEM AND RECEPTACLE FOR EACH ELEVATOR. THESE DISCONNECTING MEANS SHALL INCLUDE OVERCURRENT PROTECTION, SHALL BE LOCATED IN THE MACHINE ROOM, AND SHALL MEET N.E.C. REQUIREMENTS (NIEC).-, 3' -6" MIN PUMP CLR DUTY: 3500# @ 150 FPM _ UNIT REACTION U c� ® 12.0 K EACH © 14.1 K EACH © 14.6 K �o 0 CNTRL. Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT -' a� U w o 2 ELEVATOR 12 z MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO z o= INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE BATTERY oo ! O VT12 SCALE: 1/4" = 1' -0" Wit- LOWERING 10018141 4" CURB RECOMMENDED (NIEC) PROVIDE 200 MM X 200 MM (8" X 8 ") BLOCKOUT FOR HYDRAULIC OIL LINE, AND 150 MM X 150 MM (6" X 6 ") BLOCKOUT FOR ELECTRICAL CONDUIT FOR EACH ELEVATOR. VERIFY LOCATION WITH ELEVATOR CONTRACTOR (NIEC). VERIFY PATH OF OIL LINE WITH ELEVATOR CONTRACTOR. THE MACHINE ROOM AND HOISTWAY SHALL BE LOCATED ON THE SAME SIDE OF AN EXPANSION JOINT. PROVIDE ADEQUATE LIGHTING TO MAINTAIN MIN. 200 LUX (19 FC) ILLUMINATION AT MACHINE ROOM FLOOR (NIEC). COORDINATE LIGHT FIXTURES AND UTILITY OUTLETS LOCATION WITH ELEVATOR CONTRACTOR (NIEC). MACHINE ROOM HEAT EMISSION 21,000 BTUH TOTAL. FOR EQUIPMENT IN THE MACHINE ROOM, A CLEARANCE OF NOT LESS THAN 450 MM (18 ") SHALL BE PROVIDED IN THE DIRECTIONS) REQUIRED FOR MAINTENANCE, AND A CLEAR PATH OF NOT LESS THAN 450 MM (18 ") SHALL BE PROVIDED TO ALL COMPONENTS THAT REQUIRE MAINTENANCE. LOCATE MACHINE ROOM WITHIN 40' -0" OF HOISTWAY. MACHINE ROOM PLAN 5 ELEVATOR 12 VT12 SCALE: 1/4" = 1' -0" DUTY: 3500# @ 150 FPM PROVIDE MIN. 3.0 SF OF SMOKE VENTING TO OUTSIDE AIR PER ELEVATOR. MIN 6.0 SF TOTAL ELEVATORS 11 AND 12 (NIEC). 600 MM X 600 MM (24 "x' 24 ") ACCESS DOOR AND LADDER FOR GOVERNOR ACCESS (NIEC). E I PIT REACTION TABLE CLR DUTY: 3500# @ 150 FPM KEY REACTION U c� ® 12.0 K EACH © 14.1 K EACH © 14.6 K SEE CAR R3 EACH RAIL FORCE REACTIONS HAVE BEEN DOUBLED FOR IMPACT. REACTIONS DO NOT OCCUR SIMULTANEOUSLY. PROVIDE ADEQUATE LIGHTING TO MAINTAIN MIN. 100 LUX (10 FC) ILLUMINATION AT PIT FLOOR (NIEC). PROVIDE PIT ACCESS LADDER(S) OR DOOR(S), LIGHT SWITCH(ES), LIGHT(S), AND GFCI- PROTECTED UTILITY OUTLET(S) (NIEC) PROVIDE 200 MM X 200 MM (8" X 8 ") BLOCKOUT FOR HYDRAULIC OIL LINE, AND 150 MM X 150 MM (6" X 6 ") BLOCKOUT FOR ELECTRICAL CONDUIT FOR EACH ELEVATOR. VERIFY LOCATION WITH ELEVATOR CONTRACTOR (NIEC). VERIFY PATH OF OIL LINE WITH ELEVATOR CONTRACTOR. COORDINATE LIGHT FIXTURES AND UTILITY OUTLETS LOCATION WITH ELEVATOR CONTRACTOR (NIEC). PROVIDE ADEQUATE STRUCTURAL SUPPORT AS REQUIRED FOR BUFFER AND HYDRAULIC CYLINDER REACTIONS (NIEC). LEVEL G2 AND PLAZA C CLR \ E I I U c� I I � CL O HOISTWAY PLAN v. 12 DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART I HOWERTON o 2 ELEVATOR 12 z MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 ! O VT12 SCALE: 1/4" = 1' -0" Wit- o I w w 006 PERMIT /BID 02.15.05 & PERMIT REV 03.24.05 PERMIT REV 04.07.05 o DUTY: 3500# @ 150 FPM I o C C DD BB AA o0 g F PROjwr G N 1 � ERNMAKEEPU AN 6 VT12 V -3" � 4' -6" R.O. 3' -6" 12' -9" i.CLR OPNG 2 >_ \ go 6' -8'�; CLR \ E I I U c� I I � Lo I ELEV � v. 12 DEVELOPMENT COMPANY LL- . J CL U 0 0 r 1" �r- m 1' -0" 7' -0" PLTFM 1' -0" 9' -0" CLEAR WALL TO WALL LEVEL MEZZININE HOISTWAY PLAN 3 ELEVATOR 12 VT12 SCALE: 1/4" = 1' -0" DUTY: 3500# @ 150 FPM i � � r " ELEV 2 12 \- 9' -0" CLEAR WALL TO WALL OVERHEAD PLAN 4 ELEVATOR 12 VT12 SCALE: 1/4" = 1' -0" DUTY: 3500# @ 150 FPM Q � W J U Q M O J O -I Q r to HOISTWAY SECTION 6 ELEVATOR 12 VT12 SCALE: 1/4" = 1' -0" DUTY: 3500# @ 100 FPM 0 z D_ w O J V z w c� I N r w Q i- J F 0 0 I N z F-- �a- r w O � Lo CL � f / 'VERTICAL OR ADDITIONAL PROVIDE PIT LIGHT SWITCH (NIEC). PROVIDE INDIRECT PIT DRAIN OR SUMP WITH GRATING COVER LEVEL WITH PIT FLOOR `PROVIDE STRUCTURAL SUPPORT FOR CAR GUIDE RAIL FASTENING AT 14' -0" MAX. VERTICAL SPACING THROUGH TOP OF HOISTWAY (NIEC). IF SPACING BETWEEN SUPPORTS CANNOT BE MAINTAINED AT 14' -0" MAX., PROVIDE INTERMEDIATE SUPPORT BEAMS OR CONTINUOUS VERTICAL STRUCTURE BETWEEN FLOOR BEAMS (NIEC). REAR OPENING TOP TERMINAL i m iri a r - 7-7 FRONT OPENING I r-% I-1 r,f A7A HORIZONTAL STRUCTURAL SUPPORT FOR RAIL BRACKETING AS REQUIRED FOR CAR AT DIVIDER BEAM FROM LEVEL G1 TO PLAZA (NIEC). ELEVATOR CONTRACTOR TO PROVIDE CONTINUOUS FASCIA AS REQUIRED. NO SERVICE i m im ne Cie- a- CL I t � E I I U c� I I � I I i i OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 & PERMIT REV 03.24.05 PERMIT REV 04.07.05 C C DD BB AA g F PROjwr G N 1 � ERNMAKEEPU AN � f / 'VERTICAL OR ADDITIONAL PROVIDE PIT LIGHT SWITCH (NIEC). PROVIDE INDIRECT PIT DRAIN OR SUMP WITH GRATING COVER LEVEL WITH PIT FLOOR `PROVIDE STRUCTURAL SUPPORT FOR CAR GUIDE RAIL FASTENING AT 14' -0" MAX. VERTICAL SPACING THROUGH TOP OF HOISTWAY (NIEC). IF SPACING BETWEEN SUPPORTS CANNOT BE MAINTAINED AT 14' -0" MAX., PROVIDE INTERMEDIATE SUPPORT BEAMS OR CONTINUOUS VERTICAL STRUCTURE BETWEEN FLOOR BEAMS (NIEC). REAR OPENING TOP TERMINAL i m iri a r - 7-7 FRONT OPENING I r-% I-1 r,f A7A HORIZONTAL STRUCTURAL SUPPORT FOR RAIL BRACKETING AS REQUIRED FOR CAR AT DIVIDER BEAM FROM LEVEL G1 TO PLAZA (NIEC). ELEVATOR CONTRACTOR TO PROVIDE CONTINUOUS FASCIA AS REQUIRED. NO SERVICE i m im ne Cie- a- CL U c� o 0 w ►� o 0 d I FRONT OPENING BOTTOM TERMINAL ` I LEVEL G2 PROVIDE PIT ACCESS LADDER (NIEC). 7OeC'O TED SPACE BELOW HOISTWAY 600 MM X 600 MM (24 "x 24 ") ACCESS DOOR AND LADDER FOR GOVERNOR ACCESS (NIEC). O i u O I 1n 0 n' n" ni cAD WAi i Tn WAi i PROVI ADEQUA LIGHTING - '0 VA!NTAIN MIN. 100 LUX 0 "'C ILLUIVIliNAlION AT PI'i FLOOR (NIEC"). PROVIDE z-' ACCESS LADDIE R(S), LIGHT cWj "(-S) '-IG"'T(S"', AND -'--C-PR 6 1 OT TILITY OUTLETISI (NIEC) - HT SMICH, !!"IHT K R"VIDE ONE LAD' R, 1-� 1 7' X T j AND 0 U, 7 LE PER ELEVATOR, PROVIDE ADEQUATE STRUCTURAL SJ" REQUIRED FOR 3U' RAIL ' I �.' . 1 I FF EE R AND D � FORCE REACTIONS (HIE E I V I T 1 10 PROV'DE - U!-'.-HEIG,,-,T 1 N - R 0 L E RE '- R (' fE '- V I i'DIE N D I RE' - 1 T C,") N C R 0 R R E I I DRAIN OR WIT'-; ("VJ HO! S WAi LS FOR R,,6 : NG -nV�-F� 1 GUIDEE RA L_ PRACK-FT ING? (Nl-C ~ T H P171, i,00R C-11-�7-- XX. .. . . . . ... . . . ... ......... t'-j < E63 z c oc J . ..... < - -- - ----------------------- - - z t F .V. I z EILEV. :13 1 17' -5" CLEAP WALL. TO WAII-1-11 PIT PLAN ELEV 13 AND 1 4 VT 1 SCALF: 1 /4" = 1 ' @D DUTY 5500#, @ 350 FPM THESE REACTIONS DO NOT OCCUR SIMULTANEOUSLY REACTIONS HAVE BLEN DOJBLED FOR IMPACT. -i I - \' L E A R 1 0 " �; - - CONTROi ROOV t L cl 0 0 ONTROLLER , I ITTRANSFORMFR DROVI DE 3-P-1 1ASF MAX INE POWER li EDE WFTIH DISCIONNFC I -- PH FEEDI: V ANS FOR EAC'H E EVA OR CON TR OLLER. PROV0 PH I E L- WITH JiSCONNEECT!NC MEANS FOR CAR LIGHTING, V'FNTILATION SYS'l'-M AND RECE'D E, IACLE FOR EACH EILFVATOR. THESE DISCONNECTING iVEANS SHALL INCLUDE OVIERCjRRE PRO - l"ECT!ON, SHALL BE ;-0CATFD IN ;NF VIACHIINE ROCV., AND Si ALL MEET N.E.C. REQUIREMENTS (Nir- CD z 0 ul " PROVIDE SELF -- CLOSING, SEL F - - LOCKING CONTROL R001MI ACCESS DOOR. T PROVIDE ADEL-OU'ATE LiGi 10) MAI VIN. 200 LUX (,1 9 FC ) I- '� � - I LUMINATION .Ai CONTROL ROOM FLOOR. PROVIDE '-IGHT(S), LIGHT SW!T(. AN, G"IFCi-- PROTF('T' U ;lTY OUT! CO ORDINATE LOCATIONS WITH ELEVATOR CONTRACTOR. FEACil-1 F! - VAT' OR CONT ROLLER MUST BE WITHIN 00'-- 0" OF FIS MACH LINE: AT ' OF H GIS WAY. CONTROL ROOM PLAN 4 ELEVATORS 13 AND 14 VT 1 3 SCAL;-".: 1/4" = Ill'-O" DUTY: 350'0# @ 350 FPM CONTR(D", ROOM HEAT EMISSION 19,440 B"UH TOTAL i 1@ 2004 4240 ARCHITECTURE, INC. I OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORMO ARCH OF RECORD I A 400\ \\\\\ \ \ I � I \\\\\\ D Y U'll: 35100# @ 31 FDV { _ PIT REACTION TABLE KEY Ey REACTION D'E S C R 1) T I ON 4 K CAR BJFFER 46.6 K CW' B U F F ER Q 2 1.9 K CAR s- I - i - �AR k3 SAFE TY SA RAIL FOKE)' THESE REACTIONS DO NOT OCCUR SIMULTANEOUSLY REACTIONS HAVE BLEN DOJBLED FOR IMPACT. -i I - \' L E A R 1 0 " �; - - CONTROi ROOV t L cl 0 0 ONTROLLER , I ITTRANSFORMFR DROVI DE 3-P-1 1ASF MAX INE POWER li EDE WFTIH DISCIONNFC I -- PH FEEDI: V ANS FOR EAC'H E EVA OR CON TR OLLER. PROV0 PH I E L- WITH JiSCONNEECT!NC MEANS FOR CAR LIGHTING, V'FNTILATION SYS'l'-M AND RECE'D E, IACLE FOR EACH EILFVATOR. THESE DISCONNECTING iVEANS SHALL INCLUDE OVIERCjRRE PRO - l"ECT!ON, SHALL BE ;-0CATFD IN ;NF VIACHIINE ROCV., AND Si ALL MEET N.E.C. REQUIREMENTS (Nir- CD z 0 ul " PROVIDE SELF -- CLOSING, SEL F - - LOCKING CONTROL R001MI ACCESS DOOR. T PROVIDE ADEL-OU'ATE LiGi 10) MAI VIN. 200 LUX (,1 9 FC ) I- '� � - I LUMINATION .Ai CONTROL ROOM FLOOR. PROVIDE '-IGHT(S), LIGHT SW!T(. AN, G"IFCi-- PROTF('T' U ;lTY OUT! CO ORDINATE LOCATIONS WITH ELEVATOR CONTRACTOR. FEACil-1 F! - VAT' OR CONT ROLLER MUST BE WITHIN 00'-- 0" OF FIS MACH LINE: AT ' OF H GIS WAY. CONTROL ROOM PLAN 4 ELEVATORS 13 AND 14 VT 1 3 SCAL;-".: 1/4" = Ill'-O" DUTY: 350'0# @ 350 FPM CONTR(D", ROOM HEAT EMISSION 19,440 B"UH TOTAL i 1@ 2004 4240 ARCHITECTURE, INC. I OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORMO ARCH OF RECORD I A 400\ \\\\\ \ \ I � I \\\\\\ 71 I\ B EAM SUPPORT. V VACH!NE LOCATION N WI F CONTRACTOR R (NIEC). 1070 MIN/ (42" H!GH RAILING PER 'CODE By PROVIDE STRUCTURAL SUPPORT, W rj;Vl' ER -7 OV P R A OR. -EVA CONTR BEAMS, OR CAR AND CW GU! D E RAIL 'ASIIENIN AT CAL SPAC!NG THR TOP ' 4'--0" MAX. VERTj I \11 I HOISTWAY (N,E(, IF SPAC!N- - -7 WEEK SUPPORTS T CL C, A N N 0 T BE MAINTAINED AI 1 4'--' - "' MAX., PR 'N]-F,1RV::-D! AT I SJPPOR BEAMS ()R ""' ",ON I i N U OU S STRUC VERTICAL BETWEEN FLOOR BEAMS NIEC 0 C) co TOP - HERMINAL 1 EVE :i 6 PROVIDE FULL—HEiGH CONCRETE OR REINFORCE 1-70ISTWAY WALE-S FOR GU RAIL BRACKETING (WEC), FLFVATOR CONTRACTOR 10 I PROVIDE COUNTIFRWFIG � T GUARD PER CODE. VERIFY /PROVIDE INDIRECT PIT DRAIN OR SUMP WITH GRAT 'COVER LEVEL WITIj [)IT FLOOR (N!EC);--- NO OCCUPIED SPACE - BELOW HOISTWAY LEVE't� 5 L E V L 4 LEVEL 2 - .RTICAL OR ADDITIONAL )RIZONTAL STRUCTURAI- JPPORi FOR RAIL 'ACKETING AS REQUIRED HrR CAR AT DIVIDER .AMS FROM 11 G1 > LEVEL 2 (NIEC). 1, PLA7A LEVEL G! FOR CWT/lIVIA"l-i"N LOCATIONS I & 2 cIRr-C FIRONT HOISTWAY WALL A B 0 -- I r 7 'JOV, T LANDING A t EQUIPMENT HAS BFFN INS TALLED IN HOISTWAY (NIE O W BOT;i -1 1 ERMINAL i FVEL G2 PROV!DE' PIT LIGHT SWITCt-1 WEC) D ROVIH PIT ACCESS LADDER (N''EC.), il I L i HOISTWAY SECTION & ELEVATOR 13 (14 SIKA VT1 4 SCAL V-0" DUTY: 3500 a 350 FPM L Ln C c:) CD Ln CD < ci- 0 2f C) 0 Ln U-1 L n — @ 2004 4240 ARCHITECTURE, INC. OVINER/DEVEOPER. VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADC) ARCHITECT OF RECORD A � a �% j pm \ 01 p pOP ' 00%%&\ Vl� .\4 a\ 0 N kwll Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROF. & NITEWRIJ, ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMAMND ASSOCIATES, CO. DENVER, COLORADO CIVIL LNGWEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS FDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE, 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PER NI11/13113 02.15.05 LEVEL G2 PIT PLAN 1 ELEVA 16 V' 15 SLE: /4" 1 , -0 ,> 450'011 @ �50 FQ M PROVIDE !NDiRECT PIT DRA.N OR SUMP VT, GRATING C GV ^E_R i_EVE, 1N1 T H PI I FI_COR (NiEC LEVELS G1 —6 HOISTWAY PLAN ELEVA 16 & I DU TY: X500# @ 350 ` LEVEL G2 HOISTWAY PLAN ELEVATO 16 VT 15 SCALE: 1 /4i „ a„ DUTY: 4500# @ 350 '= P D Y 4500# @ 350 FPM PIT REACTION TABLE CWT / LOCATION 1 CtY RE AC' V 10 N D ESCRIF i iO 50 . 8 K _ CA B US-_ ER 45. K j ("WT BUFF i {C� 23.0 K ACCH CAR SAFETY (5 CAR R3 --- - - - - -- - - - - -- R AIL FORCE) f1E SE REACTIONS DC NOT OCCUR S;MULTANEOUSLY. REACTIONS HAVE BEEN DOUBLED FOR MPAC PIT NOTES: PROVIDE ADEQUATE LIGf -I ING 10 MAINTAIN MIN, 100 LUX (10 I- C1 iLLUMINAT!ON A FLOOR (NIE�'). PROVIDE PIT ACCESS E.ADDER(S1, GH T SWITCH(ES), I IG- °IT(S), AND GFCI- PROTECTED U11L?TY OUTLETS) (NIEC). PROVIDE ONE PIT :.ADDS: R, ._iGI -T SWITCH, ._1GH FIXTURE, AND OU_iLEC1 PER t:f_EVATOR. PROVIDE ADEQU P Fri.; �FZAi SUPPORT RFQIJIRf-.D FOR BUFFER AND RAIL FORCE REACTIONS (NiEC). 1@ 2004 4240 ARCHITECTURE, INC. V J i1 J� 1W V %- i\ _L V DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD \ t\\\\\\\\ �\ \ \ \ \ \ \ \ Ad d \ \ \ \ \ \ \ \ \ \� \ \ \ \ \� \ \\ Denver, Colorado MASTER PLANNER DESIGN ARCHITECT' HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP FNGINEERS CATOR, RUMA AND ASSOCIA` US, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC, VAIL, COLORADO NTERIOR DESIGN SLIDER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD FROG. '1 04.12.04 003 DD FROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROD. 1 01.14.05 006 FERMI /BID 02.15.05 C j D Tay= PKOJ = N PROJECT KEYPLAN 'N ..� F ... \ .� . PROVIDE 17,'j: EiGF CONC OR RE NFGRCED C'MU °j' r: f` l ; Vt/',Y VvAt..t -.:> FOR G00 1070 `v RAILING ,- PROVIDE FU!_ CONCRETE Oi HOISIWAY WA RAIL BRACKE' ELEVAT� 70 PR( FA SCIA - CWT/MACHINE - OCATIONS Ef r"T FRONT HOISTWAY WAS L BOT70V TERMINAL LANDN") A[''11 i VA - OF EQUIPVENT HAS BE 'MI (N HOS (NILE,,. I PROVIDE Pl L PR P I T A CCIE PROVIDE MIN. 3. S' OF SMOKE VENTING To OUTSIDE AR PER 7- 1 EVATOR 'NIEC). "4- PROVIDE !NDIRECT E'!T NO ', SDACE DRAIN OR SUMP WITI BELOW HOISIVAY GRATING COVER LEVEL W Pi F, (NIEC). HOISTWAY SECTION ELEVATOR 16 V 16 SCA 1/4 11 = I I � -0" DUTY: 4500# @ 350 FPM @ 2004 4240 ARCHITECTURE, INC. \\ &!% \ ,;i \\ 1 \j INE" 0MMM ............. .......... ............ OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD po m As A 15011 0 OF 'ppr 'J 01 IF J j m \ \ j Z6"J "AddLomm" 10\1100\1 Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART I HOWE RTON NEW YORK, NEW YORK STR TIUR A.L ENGINEER @ 2004 4240 ARCHITECTURE, INC. 0 " GEA EA R A h A (I! , 0, i 7 )/\ n h PIT PLAN ELEVATOR 17 S C, A LE: 14- = V 1 _ _ 3500# @ 100 - _PV V� 1 9 7 c u', y --- — — — — -------------- DUTY: 3500# @ 100 " "M KE Y REACT ION 9.6 K E__ A 1.4- K LAC'. . AR 3.8 K EACH RAIL FORCE) REACTIONS HAVE BEF - DOUBLED FOR IMPAI_ REACTIONS DO !NOT OCCUR SIMULTANEOUSLY. i -4. � : i T E PROVIDE ADEQUATE TO MAIN V 100 LUX ( FC) 11 LUVINAI AT PIT FLOOR (NEC). PROVIDE PIT ACCESS LADDER(S) OR DOOR'S), LIGHT SW'J_CH(ES), L,GHT(S), AND OF GF CI PROTECTED UTILITY OUTLET(S) (NIEC) PROVIDE 200 MV X 200 MM (8" X 8") BLOC'KOUT [ HYDRAULIC OIL LINE, AND 150 MM X 150 MM 6") pior'KOUI FOR ELECTRICAL. CONDUIT FOR EACH ELEVATOR. VERIFY LOCA!, _PON WiTH ELEVATOR CON IRACTOR (MEC). VERIFY PATH OF OIL LINE WITH ELEVATOR CONTRACTOR. COORDI LIGHT ;__IXTLRES ANI-) UTILITY OUTILL- TiS LOCATION WITH ELEVATOR CON-1 - RACT'\ (NIFC). PROVIDE ADEQUATE STRUCT SUPPORT; AS REQUIRED FOR BUFFER AND HYDRAULIC CYLINDER REACTIONS (NI[C). PROVIDE 3 -PHASE VAK-INE POWER WITH D!SCONNEEC`XG MEANS FOR EACH ELEVATOR CON PROVIDE I -Pt AS FLEEDFR WITH DISCONNECTING MEANS F OR CAR 1_1 CIHT'i NO, VENT ILA ',"ION SYSTLV AND RECFPT_AC E FOR EACH E . VATOR THESE — I LL F \1 L , - L, DISCONNECTING MEANS SHALL INCLUDE OVERCURRE PROIEC SHALL BE LOCAIED IN F MACHINE ROOM, AND St-iAILL MEET N."I.E.C. REWRE-MENTS WEC), LOCA MACI ROOM WJ�HIN 4C) -0" OF H&S MACHINE ROOM PLAN & 4 ELEVATOR 17 VT1 7 SCAL 1/4" - 1'-0" DUTY: 3`)00# @ 100 FPM OWNER /DEVELOPER VAIL RESORTS DEVELOPMEN"I COMPANY AVON, COLORADO ARCHITECT OF RECORD A\ A o s '0 00 % 40 1 ON 0 o 111 % 10 as Im \60010FIN 0 ON AMNImm"IffikE, 1-4 mltmm L_ L_ OR C ELEVATO CONTRACTOR 003 0 T 0 P� 0 JL R VIE` CONTINUOUS 004 PRICING PKG. A c_ SCA AS REQUIRL L). 5 VTi 7 _j > 0 C u (X) 1 LFV- i 7 CJ y L il F R N 4' 0 Ct OP N C 2'-- 9 11 5 1 0 11 1R. 0 2 0 -C" I. V, 6' - e 8' -0" CLEAR WALL TO WAIT HOISTWAY PLAN ELEVATOR 17 VT17 3CA[_','-_: I DU - TY: 3500# 00 1 0 FtPl\li . u - __j T N .... .. .. ........ V < __j Q A 8'-0" r WALL T WALi OVERHEAD PLAN ELEVATOR 17 VTI 7 C, U AL,F- _ 0 11 ELEVATOR " 1 . 3500# @ 100 FPM PROVIDE FULL--HEIGHT CON(I'REI'l OR REIN FORCLIJ) CMi,j [liOISTWAY WAI,[S IOR GUIDE BRACKI G , ! L L_ L 0 (NIE_C UUV. 2.0 K 600 MM X 600 MM (24"x 24") ACCESS DOOR AND LADDER FOR GOVERNOR ACCESS (NIEC MM (42") RAh--iNG PER CODE (NIEC). 600 MM X 600 MM (24"x 24") ACCESS DOOR AND LADDER IFOR GOVERNOR ACCESS ( NiFC). _ PROVIDE FULL- HEIGHT CONCRETE OR RE!NFCR(_'FD) ("Mt.l HO'SIWAY WAL.'S FOR U i D FF \:), i I RAIL BRACKET iNC N 1 PROVIDE INDIRECT PIT DRAIN (NIEC).1". PROVIDE 200 VIV X 200 MM (8" X 8"'; BLOCKOUT FOR HYDRAULIC &L LiNE, AND 150 M1�4 X 1510 mm, '6" X 6" BLOCKOUT -FOR 71=-7� R�CAI CONDUIT FOR F � - \� uti 1_-A`,H ELEVATOR, VERIFY L,(\. WITH ELEVA10iR CONTRACTOR (NIEC). Vl___RIlY PATH 'O)tF OIL LINE WI H. ELEVATOR 7 CONTRA T Hi'__ IVIACHINF ROOM AND HOjS WAY SHAL- BE LOCATED r N 7 H L E SAM OF AN ,,J EX�ANSON JOINT. PROVIDE ADEQUATE "GHTING 7 0 VAiN!A!N MIN. 200 LUX (i9 FC) ILL UMINA T! T ROOM R COR, f1ON A, MAC i- I N F N'; EC'). C 0 PIXIURFS AND L 0' RDINATF U jT`Y OLJ T,_' F L(")C A 0 N W: T H F 1 EVA 7- OR CONTRAC,OR (N; -' I T i MACHIINIE ROOM HEAT EMISSION 1 5,84-0 BTUH TO 1 AL. FO R E Qi I P V! L N1 !N THE MACHINE ROOM, A C � — FARANCE OF NOT LESS THAN 450 MV 8") SHAiLi BF PiR VIDE � III,- I \ 0 1 �-� ) N HE DIRECTION(S' RLOUIRE FOR MA!NT AND A CLEAR PA OF NOT L-E THAN 450 VIM, (18") SHAL . BE PROVIDI'D 1 ALL COMPONENTS THA R[QjIRL MAIN FENANCE. STR(J(_ ORAL SUPPOr"R 1' 1 O'R J : CAR GUIDE RA L. FASTENING AI < 14 ' 0 MAX VERTICAL SPACING C ROUCH _'O_ OF - WFC). IF SPACING BF SU' POR TS 0 CANNOT BE iMA NJAINED AT < MAX., PROVii,_)f:_ lN'IERMEDIA1' L-JI C_ SUPPORT BE_AMS OR CONIHNUOUS __WEEN I 0 0 R F (�7 RJCTUR BE l- < VERTICAL C) Eit VS (NILC). 00 CD F R ONT OPL:_NiNG 'OP H.. RVINAL EVE 2 431 OCCUPIED SPACE B[j OW H.OiS HOISTWAY SECTION & ELEVATOR 17 VT1 7 SCALE: 1/4" - 1 1'C" DUTY: 3500# @ 100 FPM PROVIDE AD[QUA T- STRUC11-URAL. SUPPORT AS REQUIRED FOR BUFFER AND HYDRAULiC CYLINDER Rit"AC Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE &NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CA RUNLA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPIN EN I F INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 L_ L_ OR C ELEVATO CONTRACTOR 003 DD PROG. 2 T 0 P� 0 JL R VIE` CONTINUOUS 004 PRICING PKG. A c_ SCA AS REQUIRL L). 005 CD PROG. 1 01.14.05 006 PERMI/BID __j Z LJ < CD (P 0 0 > 00 OPENING RONT, — — RM , NAI T T LEVEL PLAZA 12 0 jk Nk , k _u ' —PROVIDE P1 LIGHT SWFIFCH (NiEC). > un — PR'0 ) VIij' PIT ACCESS LADDER (Ni C) OCCUPIED SPACE B[j OW H.OiS HOISTWAY SECTION & ELEVATOR 17 VT1 7 SCALE: 1/4" - 1 1'C" DUTY: 3500# @ 100 FPM PROVIDE AD[QUA T- STRUC11-URAL. SUPPORT AS REQUIRED FOR BUFFER AND HYDRAULiC CYLINDER Rit"AC Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE &NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CA RUNLA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPIN EN I F INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMI/BID 02.15.05 C Dj 7 B 7 � pp.ojwr N PROJECT KEYPLAN % A i ;� 1 D 1 lD!T 2004 4240 ARCHITECTURE, INC. K. \\ m I\ im "U NOW \\ ME tom:;:;,\ ,.;LQ 4 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, "X ARCHITECT OF RECORD pr % \g a \ \\ ppp p \g A �'\g godOF 'Adds \ \\ \ \wJ Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONIROF', & NEWT.L1, ENGINEER INC AVON, COLORADO MEP ENGINEERS CNI RU,4A AND ASSOCIATES, CO. DENVER, COLORADO CIVIL. ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN Sl,ll-'[ DESIGN'S EDWARDS, COLORADO PROJ N UMBER: 20826.01 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMI/BID 02.15.05 C B A rxolrcr N A PROJECT KEYPLAN 77