OTIS.pdf

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MACHINE ABOVE - 2,50 m/s

BUILDER’S WORK CATALOGUE

FAA29100H_BWC

FAA29100H_BWC 07-04-15 07-04-15 Version: Version: a-ea-e

800 kg – 1600 kg

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2,5m/s 800 kg–1600 kg range in

2,5m/s 800 kg–1600 kg range in buildings.buildings.

The catalogue is divided into three main

The catalogue is divided into three main parts:parts:

Part 1: General information Part 1: General information

The first part contains general information about the building interfaces that must be complied The first part contains general information about the building interfaces that must be complied with in order to obtain a good final product.

with in order to obtain a good final product.

Part 2: Builder’s work drawing (single car) Part 2: Builder’s work drawing (single car)

The second part contains a definition of the builder’s work drawings for the Gen2 Machine The second part contains a definition of the builder’s work drawings for the Gen2 Machine above 2,5m/s 800 kg–1600 kg range with:

above 2,5m/s 800 kg–1600 kg range with:

- The building interfaces and dimensions for a single lift in the hoistway (doors are - The building interfaces and dimensions for a single lift in the hoistway (doors are installed in the

installed in the hoistway)hoistway)

- The mechanical reactions exerted by the lift on the building for a single lift in the - The mechanical reactions exerted by the lift on the building for a single lift in the hoistway.

hoistway.

Part 3: Information concerning banks of lifts Part 3: Information concerning banks of lifts The third part contains information for

The third part contains information for installing the Gen2 800 kg–1600 kg range in installing the Gen2 800 kg–1600 kg range in banks.banks. Ba

Bank nk DuDuplplex ex TrTripiplelex x QuQuadadruruplplexex QuQuinintutuplplexex SeSextxtupuplelex x OcOctotoplplexex Number of Number of lifts in the lifts in the bank bank 2 3 4 5 6 8 2 3 4 5 6 8

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This catalogue summarizes useful information for installation of the

This catalogue summarizes useful information for installation of the Otis Gen2Otis Gen2TMTM Machine above Machine above 2,5m/s 800 kg–1600 kg range in

2,5m/s 800 kg–1600 kg range in buildings.buildings.

The catalogue is divided into three main

The catalogue is divided into three main parts:parts:

Part 1: General information Part 1: General information

The first part contains general information about the building interfaces that must be complied The first part contains general information about the building interfaces that must be complied with in order to obtain a good final product.

with in order to obtain a good final product.

Part 2: Builder’s work drawing (single car) Part 2: Builder’s work drawing (single car)

The second part contains a definition of the builder’s work drawings for the Gen2 Machine The second part contains a definition of the builder’s work drawings for the Gen2 Machine above 2,5m/s 800 kg–1600 kg range with:

above 2,5m/s 800 kg–1600 kg range with:

- The building interfaces and dimensions for a single lift in the hoistway (doors are - The building interfaces and dimensions for a single lift in the hoistway (doors are installed in the

installed in the hoistway)hoistway)

- The mechanical reactions exerted by the lift on the building for a single lift in the - The mechanical reactions exerted by the lift on the building for a single lift in the hoistway.

hoistway.

Part 3: Information concerning banks of lifts Part 3: Information concerning banks of lifts The third part contains information for

The third part contains information for installing the Gen2 800 kg–1600 kg range in installing the Gen2 800 kg–1600 kg range in banks.banks. Ba

Bank nk DuDuplplex ex TrTripiplelex x QuQuadadruruplplexex QuQuinintutuplplexex SeSextxtupuplelex x OcOctotoplplexex Number of Number of lifts in the lifts in the bank bank 2 3 4 5 6 8 2 3 4 5 6 8

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1

1 PART PART 1: 1: GENERAL GENERAL INFORMATION INFORMATION 44

1.1.

1.1. DEFINITIONSDEFINITIONS 44

1.2.

1.2. DIMENSIONSDIMENSIONS 55

1.3.

1.3. REQUIREMENTREQUIREMENTS FOR S FOR THE WELL – THE WELL – GENERAL WELL TOLERANCESGENERAL WELL TOLERANCES 88

1.4.

1.4. ELECTRICAL POWER SUPPLY AND TELEPHONE LINEELECTRICAL POWER SUPPLY AND TELEPHONE LINE 1515

1.5.

1.5. HEAT DISSIPATIONHEAT DISSIPATION 1717

1.6.

1.6. MAIN BUILDING LIMITATIONSMAIN BUILDING LIMITATIONS 1717

2

2 PART PART 2: 2: EFFORTS EFFORTS ON ON THE THE HOISTWAY HOISTWAY WALLS WALLS 18 18

2.1.

2.1. LIST OF THE COMPONENTS EXERTING EFFORT ON THE WALL AND ONLIST OF THE COMPONENTS EXERTING EFFORT ON THE WALL AND ON CEILING

CEILING 1818

2.2.

2.2. GENERAL VIEWGENERAL VIEW 2020

3

3 PART PART 3: 3: INFORMATION INFORMATION CONCERNING CONCERNING BANKS BANKS OF OF LIFTS LIFTS 25 25

3.1.

3.1. REQUIREMENREQUIREMENTS CONCERNING BANKS OF TS CONCERNING BANKS OF LIFTSLIFTS 2525

3.2.

3.2. RECOMMENDRECOMMENDED ED HOISTWAY DIMENSIONS (ELEVATION)HOISTWAY DIMENSIONS (ELEVATION) 3838

3.3.

3.3. HOOKS AND REACTION THE PITHOOKS AND REACTION THE PIT 3838

3.4.

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1 PART 1: GENERAL INFORMATION

1.1. DEFINITIONS

CONCEPT

This range of lifts is designed with machine room above the well , one entrance car with center door opening (CLD) , and rear counterweight .

BUILDING DIMENSIONS

All dimensions used in this catalogue are commercial dimensions. SYMBOLS

The symbols used in this catalogue are the following:

Identifier Definition CD Car internal depth (mm)

CH Car internal height (mm)

CLD Central landing door (Centre Opening) CW Car internal width (mm)

HD Hoistway depth (mm) (including hoistway doors) HW Hoistway width (mm)

K Overhead height (mm) OP Door opening width (mm) OPH Door opening height (mm)

R Rise (m)

RW1 Left Return Wall (mm) RW2 Right Return Wall (mm)

S Pit depth (mm) V TLD TYFAC WTW Rated Speed (m/s)

Telescopic Landing Door (Side Opening) Type of Façade

Wall to wall (mm)

TYPE OF DOORS AND DOOR HAND

Only one car entrance car with center opening doors is proposed Note: The door-opening axis is located in t he car axis.

LANDING DOOR FACADES, DOOR FRAMES AND DOORS INSTALLATION SF: door panels only are visible. Return walls are compulsory ( SMALL FRAME ), NF: door panels only are visible. Return walls are compulsory ( NO FRAME ) Landing doors are installed in the hoistway or on the landing.

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CAR OPERATING PANEL (COP) LOCATION (CAR CONTROL PANEL)

The main COP is located on the car right side panel when entering in the car by the entrance. The option with a second auxiliary COP at the car opposite side is available.

HALL BUTTONS LOCATION

In case of single lift, the hall buttons are mounted on the return walls adjacent to the landing doors. The minimum lateral distance between the centre line of the button and any corner of adjacent walls shall be 500 mm.

1.2. DIMENSIONS

1.2.1 CAR INTERNAL SIZES

Nb of passenger Stamped duty load (kg) CW (mm) CD (mm) Door CLD 800 10 800 1350 1400 CLD 900 CLD 900 CLD 1000 13 1000 1600 1400 CLD 1100 17 1275 2000 1400 CLD 1100 2000 1700 CLD 1100 21 1600 2100 1600 CLD 1100

1.2.2 HOISTWAY DIMENSIONS (PLAN)

(MAXIMUM, MINIMUM COMMERCIAL DIMENSIONS IN mm)

OP FRONT ENTRANCE 3 1 2 4 RW1 RW2 HW/2 HW/2 CAR WIDTH (CW) CW/2 CW/2 C D H O I S T W A Y D E P T H H D Door Opening and Car Axis

HOISTWAY WIDTH (HW) Hoistway Axis

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1.2.3 HOISTWAY-DIMENSIONS-PLAN (COUNTERWEIGHT WITHOUT OR WITH SAFETIES 1ENTRANCE CAR

CAR INTERNAL SIZE HOISTWAY DIMENSIONS

Car Width Car Depth SpeedRated

Door

Opening Rise

Hoistway Depth

Hoistway

Width Return Walls all landings LIFT CAPACITY Load & Number of passenger CW (mm) CD (mm) V (m/s) OP (mm) R (m) HD (mm) HW (mm) RW1 (mm) RW2 (mm) R≤80 2010 1950 525 525 800 R>80 2060 2000 550 550 R≤80 2010 2050 525 525 800 kg 10 Pass. 1350 1400 2.50 900 R>80 2060 2100 550 550 R≤80 2010 2200 600 600 900 R>80 2060 2250 625 625 R≤80 2010 2200 550 550 1000 R>80 2060 2250 575 575 R≤80 2010 2400 600 600 1000 kg 13 Pass. 1600 1400 2.50 1100 R>80 2060 2450 625 625 R≤80 2010 2550 675 675 1275 kg 17 Pass. 2000 1400 2.50 1100 R>80 2060 2600 700 700 R≤80 2310 2550 675 675 1600 kg 21 Pass. 2000 1700 2.50 1100 R>80 2360 2600 700 700 R≤80 2210 2650 725 725 1600 kg 21 Pass. 2100 1600 2.50 1100 R>80 2260 2700 750 750

Car Width Car Depth

Rated Speed Door Opening Rise Hoistway Depth Hoistway

Width Return Walls all landings LIFT

CAPACITY

Load & Number

of passenger CW (mm) CD (mm) V (m/s) OP (mm) R (m) HD (mm) HW (mm) RW1 (mm) RW2 (mm) R≤80 2010 1950 545 545 800 R>80 2060 2000 570 570 R≤80 2010 2050 545 545 800 kg 10 Pass. 1350 1400 2.50 900 R>80 2060 2100 570 570 R≤80 2010 2200 620 620 900 R>80 2060 2250 645 645 R≤80 2010 2200 570 570 1000 R>80 2060 2250 595 595 R≤80 2010 2400 620 620 1000 kg 13 Pass. 1600 1400 2.50 1100 R>80 2060 2450 645 645 R≤80 2010 2550 695 695 1275 kg 17 Pass. 2000 1400 2.50 1100 R>80 2060 2600 720 720 R≤80 2310 2550 695 695 1600 kg 21 Pass. 2000 1700 2.50 1100 R>80 2360 2600 720 720 R≤80 2210 2650 745 745 1600 kg 21 Pass. 2100 1600 2.50 1100 R>80 2260 2700 770 770 TYFAC : SF TYFAC : NF

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1.2.4 HOISTWAY DIMENSIONS (ELEVATION) (MAXI, MINI, COMMERCIAL DIMENSIONS) 1.2.4.1 PIT DEPTH: S (mm)

Speed (m/s) Door type Rise (m) S mini (mm) S maxi (mm)  90 2370

2,50 Centre opening

>90 2370 2500

1.2.4.2 OVERHEAD HEIGHT : K (mm)

Speed (m/s) K mini (mm) K maxi (mm)

2,50 CH + 2050* 10000

* For CH=2200 : K mini = CH+2150

1.2.4.3 AVAILABLE DOOR and CAR HEIGHTS

Door opening Height OPH (mm) Car height CH (mm)

2000 2200 2300 2400

-2100 - 2300 2400 2500

2200 - - 2400 2500

2300 - - - 2500

1.2.5 HOISTWAY DIMENSIONS: RISE - DISTANCE BETWEEN DOORS SILLS MAXIMUM RISE IN METERS

Speed (m/s) R Maxi (m)

2,50 150

MAXIMUM DISTANCE BETWEEN DOORS SILLS: FH IN METERS

FH max: 11 m, limitation given by the CEN code if there is no means of evacuating the passengers. If more than 11 m is required, contact Otis.

MINIMUM DISTANCE BETWEEN DOORS SILLS: FH MIN (IN MILLIMETERS)

Door opening height FH min (mm)

2000 2470

2100 2570

2200 2670

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1.3. REQUIREMENTS FOR THE WELL – GENERAL WELL TOLERANCES

1.3.1 HOISTWAY DEPTH AND WIDTH TOLERANCES HOISTWAY TOLERANCES FOR SIMPLEX

-R  80M

Maximum out of plumb of each hoistway wall ± 25 mm

The actual hoistway walls are included between the two perfect vertical parallelepipeds Maximum out of plumb of each hoistway wall = 50 mm

FRONT OPENING 2 5 2 5 2 5 2 5 M A X I H O I S T W A Y D E P T H C O M M E R C I A L H O I S T W A Y D E P T H M I N I H O I S T W A Y D E P T H 25 25 25 25

MAXI HOISTWAY WIDTH COMMERCIAL HOISTWAY WIDTH

MINI HOISTWAY WIDTH

C o m m e r c i a l H D - 5 0 C o m m e r c i a l H D + 5 0 25mm 25mm Commercial HW request to the builder

Minimum authorized location for the wall

Effective

constructed wall Maximum authorized location for the wall Actual location of the hoistway walls Commercial HW - 50 Commercial HW + 50

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1.3.2 HOISTWAY DEPTH AND WIDTH TOLERANCES HOISTWAY TOLERANCES FOR SIMPLEX -R > 80M

Maximum out of plumb of each hoistway wall ± 50 mm

Maximum out of plumb of each hoistway wall = 100 mm

The actual hoistway walls are included between the two perfect vertical parallelepipeds

FRONT OPENING 5 0 5 0 5 0 05 M A X I H O I S T W A Y D E P T H C O M M E R C I A L H O I S T W A Y D E P T H M I N I H O I S T W A Y D E P T H 50 50 50 50

MAXI HOISTWAY WIDTH COMMERCIAL HOISTWAY WIDTH

MINI HOISTWAY WIDTH

C o m m e r c i a l H D - 1 0 0 C o m m e r c i a l H D + 1 0 0 50mm 50mm Commercial HW request to the builder

Minimum authorized location for the wall

Effective

constructed wall Maximum authorized location for the wall Actual location of the hoistway walls Commercial HW - 100 Commercial HW + 100

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The commercial dimensions HW; HD used to order the lift must be included between the maximum and minimum values (hoistway, commercial dimensions maximum, minimum : see part 2 ).

The maximum out of plumb of each hoistway wall is ± 25 mm for rise R 80m and ± 50 mm for

rise R> 80m

Consequently, the equipment supplied is manufactured for installation in a well, the walls of which are inscribed in two perfect rectangular parallelepipeds defined in the sketches (dotted line : chapter 1-3-1 & 1-3-2 ).

ELEVATION - TOLERANCES

- Pit depth (s) tolerances

The pit depth (maxi & mini values defined chapter 1.2.4.1) is determined with a building tolerance of + 20 mm.

The effective pit depth given to Otis and included in these limits must be also with a tolerance of + 20 mm.

- Overhead dimension (K) tolerances

The minimum overhead K defined in chapter 1.2.4.2 is determined with a building tolerance of – 20 mm. The effective overhead dimension (equal or above the minimum) is requested by Otis for the lift manufacturing (limit = 10000mm).

1.3.3 STRENGTH OF THE WALLS

For the safe operation of the lift, the walls shall have a mechanical strength such that when a force of 300 N, being evenly distributed over an area of 5 cm² in round or square, section, is applied at right angles to the wall at any point on either face they shall:

- Resist without permanent deformation,

- Resist without elastic deformation greater than 15 mm.

The mechanical reactions exerted by the lift on the building are given in the drawings part 2. The building walls thickness must be in accordance with the fire regulation.

1.3.4 STRENGTH ON THE PIT FLOOR

The reactions on the pit floor are given in part 2.

If accessible spaces do exist below the car or the counterweight, the base of the pit shall be designed for an imposed load of at least 5000 N/m² and:

a) Either there shall be installed below the counterweight buffer, a solid pier extending down to solid grown or,

b) The counterweight shall be equipped with safety gear.

The lower part of the hoistway shall consist of a pit, the bottom of which shall be smooth and approximately level, except for any water drainage devices.

After the building-in of guide rail fixings, buffers, any grids, etc., the pit shall be impervious to infiltration of water.

For a tanked pit, the builder shall provide a 150 mm thick material (concrete…) for fixing bolts and dowels.

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1.3.5 VENTILATION OF THE WELL AND THE MACHINE ROOM

The hoistway and the machine room shall be suitable ventilated. It shall not be used to provide ventilation of rooms other than those belonging to the lift.

Note: in the absence of relevant regulations or standards, it is recommended to provide ventilation openings at the top of the well, with a minimum area of 1% of the horizontal section of the well.

The ambient temperature in hoistway and in the machine room shall be maintained between 0 °C and + 45 °C, taking into account the heat dissipated by the lift. See Para: Heat dissipation.

1.3.6 FLOOR USED FOR MATERIAL INTRODUCTION IN THE HOISTWAY

In order to facilitate the handling of the lift material it is requested do not construct before material installation at the level determined for material introduction.

Both the return walls will be constructed at this floor after the material installation inside the hoistway.

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1.3.7 BUILDING STRUCTURE

Gen2 models can be installed in several types of buildings: - Concrete well,

- Concrete beams and concrete slabs with bricks or block works wall, - Steel structure

- Block works.

List of the lift components with structural interfaces with the well : - Guide rail bracket

- Landing door fixations

- Hooks for handling the equipment.

CONCRETE WELL

Minimum compression strength of 30 MPa is required for the concrete. Two fixation methods are available:

- Steel anchorages: Otis installs the steel dowels after drilling of the concrete.

- The constructor installs suitable rail inserts. The bolts are delivered and installed by Otis. Contact otis for precise definition.

The maximum vertical distance between guide rails fixation is 3 m.

CONCRETE BEAMS AND CONCRETE SLABS WITH BRICKS OR BLOCK WORKS WALL The structural Lift components interface on the concrete parts with the same requirements as for concrete walls.

The maximum distance between slabs is 3 m. One additive concrete beam is required at the level of the highest guide rails fixations (see part 2).

Consult Otis for detailed information. STEEL STRUCTURE

The structural lift components are interfaced at the level of the floor beams with a maximum distance between beams of 3 m. Additive beams are required at the level of the highest guide rails (side walls). Consult Otis for detailed information.

The natural frequency of the steel structure, which supported the lift, shall be above 5 Hz. The building beams on which the guide rails brackets are fixed shall have a maximum

deflexion on 2 mm in the local area where the efforts are applied by the lift. Consult Otis for the value and the location of these efforts.

BLOCK WORKS

(Block works, cellular concrete, full body bricks)

Specific anchorages (chemical dowels...) must be selected by the constructor and Otis, regarding the max load applied on interfaces components: (guide rails and landing doors). The maximum vertical distance between guide rails fixation is 3 m.

Consult Otis for detailed information. See sketches in the following sheets.

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1.3.8 BUILDING STRUCTURE

CONCRETE HOISTWAY

CONCRETE BEAMS AND CONCRETE SLABS WITH BRICKS OR BLOCK WORKS WALL

Top of hoistway Hoistway roof level Sketch 1 Sketch 2 T o p l e v e l 3 0 0 0 M a x i 4 0 0 Hoistway roof level

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STEEL DRY LINED BUILDING BLOCK WORKS T o p l e v e l 3 0 0 0 m a x i Hoistway roof level

4 0 0 Top of hoistway Hoistway roof level Sketch 4

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1.4.1 ELECTRICAL CABLES INPUT

Suitable electrical conduits shall be routed to the machine room for the following electrical functions:

- Main power supply: 3 phases (see below 1.4.2)

- Electrical supply for car lighting, hoistway lighting, alarm device and car and pit car and pit sockets (see below 1.4.3)

- Telephone line (see below 1.4.4)

- Other electrical options : car arrival hall light, car position contact, Intercommunication unit (car – porter lodge) (see below 1.4.5)

1.4.2 MAIN POWER SUPPLY(WITHOUT POWER SUPPLY FOR LIGHTING, SEE 1.4.3)

For each lift, the power supply lines (3 phases + neutral + earth) shall be routed to the machine room.

Definition in line with (IEC 364-4-63):

IB= Useful current (current for which the circuit is designed)

IZ= Continuous current-carrying capacity of the cable

In= Nominal current of the protective device

Operating characteristic of a device protecting a cable against overload shall satisfy, at least:

IB In IZ

Table for electrical power supply

(DATA NOT CONTRACTUAL)

All the following data are given for a 400 V AC power supply 40A/60A - Regenerative Drives are used .

For information Number of Passengers Speed (m/s) Starting Current IS (A) Useful Current IB (A) Rated Line Power S (kVA) Power Main Line P (kW) Copper cross Section (mm Calibration of Protection Device ( A ) 10 (800kg ) 2.50 32 26 18 18 10 50 13 (1000kg) 2.50 37 31 21.5 21.5 10 50 17 (1275kg) 2.50 38 31 21.5 21.5 10 50 21 (1600kg) 2.50 47 39 37 37 10 50 Additional information :

 It is strongly recommended to separate neutral and protective conductor according to a

TN-S system (5-wire net: 3 phases + neutral + earth).

 Rated voltage available: 380 or 400 or 415 V, tolerance: + 10%.

 Frequency: 50 or 60 Hz

 If an earth leakage circuit breaker is used at the starting point of the power line, the

required rating is 500 mA or more.

 Copper cross section of the cable between building and controller in the machine room

has to be calculated following the local code (i.e. IEC 364), considering the rated voltage, the currents determined with the here-above table and the external influences which can exist.

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 Electrical supply for lighting and SOcket outlets (en81-1)

For each lift, the power supply line for lighting (1 phase + neutral + earth) shall be routed to the machine room.

 Rated voltage 220 or 230 or 240 V (tolerance + 10%)

 Frequency 50 or 60 Hz

 Single phase + neutral + earth

This line shall be protected at the starting point according local code (IEC 364).

Machinery location RISE (meter)) Starting Current

IS (A)

Useful Current

IB (A Protection device for car and socket machinery

FUSE (A) for Lighting In Hoistway (LIH) < 50 35 25 _{16 (}_∆_{: 10mA)} 6 or 10

≥ 50 50 35 _{16 (}_∆_{: 10mA)} 10 or 20

Note: This power supply for lighting could be connected to the main power line, on the supply side of the main switch.

In this case the value of the current for the lighting must be added to the value of the current of the main power supply defined in the 1.4.2

In case of interruption of the normal lighting supply, there shall be an automatically rechargeable emergency supply which is capable of feading a lamp installed in the top of the hoistway (not supplied by Otis).

1.4.3 TELEPHONE LINE – EMERGENCY ALARM DEVICE

For each Simplex or for each bank of lifts (Duplex, Triplex…), the telephone line shall be routed to the machine room of the first lift (Unit A see part 3). Provide 3 m of free cable from the machine room entrance with a RJ11 plug termination.

Note: to comply with the EN81.1 chapter 14.2.3 (two-way voice communication allowing

permanent contact with a rescue service), the basic device is the Otis REM® device

connected to Otis through a public network.

Additional devices are available as options (one between all these 4 options): a) Car alarm button and wiring to the controller.

Otis provides a normal open switch 2 A ; 50 VAC and the wiring to the controller.

The customer alarm system can be connected to the controller; provide 3 m of free cable from the machine room entrance to each controller.

b) Car alarm button and wiring to the pit

Similar to a) but wiring to the pit of the lift instead to the controller. c) Car alarm button, wiring, alarm bell and battery (12 V DC)

All these components are delivered and installed by Otis in the well (no external interfaces). d) Intercommunication Unit

Communication between the car and a porter lodge. Otis provides the wiring to the controller Provide 1 cable (2 wires 0,5 or 1 mm²) maxi length 200 m from the porter lodge to the first controller (3 m of free wiring from the machine room entrance).

1.4.4 OTHER ELECTRICAL OPTIONS

- AHL2 (car arrival hall light). When the lift arrives to a floor, the floor corridor lighting shall come on automatically. For this purpose, Otis provides one contact per floor with the following characteristics:

. maximum braking switch voltage : 250 V AC . maximum power rating 2000 VA (AC voltage).

For each lift , the wiring for this function shall be routed to the bottom of the controller (10 m of free cable from the machine room entrance).

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1.5. HEAT DISSIPATION

Lift heat release in the machine room:

Number of Passengers Speed (m/s) Heat Release (kJ/s)

10 2.50 3,51 13 2.50 3,67 17 2.50 4,30 21 2.50 5,93

1.6. MAIN BUILDING LIMITATIONS

1.6.1 GLASS HOISTWAY

Only for totally enclosed well (hoistway) installed inside a building (e.g. atrium).

The glass hoistway structure must comply with EN81.1 requirements (chapters 5.2.1.1 and 5.3.1).

1.6.2 HOISTWAY AND MACHINE ROOM ENVIRONMENT Environmental conditions:

AE1: presence of foreign solid bodies: negligible AD1: presence of water: negligible

AG2: mechanical stresses: medium severity

According to IEC 60364 part 5 international standard - Electrical installation of buildings, low voltage electrical installation.

Degree of protection:

IP21: IP code according to EN 50 102 standard. IK = 5: IK code according to EN 60 529 standard. Ambient temperature:

The ambient temperature in the machine room is assumed to be maintained between 0 °C and + 45 °C.

1.6.3 SILLS FOR LANDING DOORS

It is recommended to provide a slight counter slope in front of each landing sill to avoid water from washing, sprinkling, etc., draining into the well.

1.6.4 EARTHQUAKE

Option: earthquake (Consult OTIS for detailed information) 1.6.5 FIREFIGHTERS LIFTS

In case of lift in conformance with the EN81-72 code the building must answer the following requirements. Refer to EN81-72 chapter 5-1-1; 5-1-4; 5-1-5; 5-1-6; 5-2-2; and 5-3-4.

The maximum distance between floors is limited. Refer to EN81-72 chapter 5-4-7 and consult Otis to determine this limit for the contract.

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FAA29100H_BWC Version : a-e Date: 07-04-15

2 PART 2: EFFORTS ON THE HOISTWAY WALLS

Gen2 models can be installed in several types of hoistway structures: see sheet 12. In the sketches presented in the following sheets of this catalogue, the slabs and walls around lift wells are shown in blue color, whatever the building structure.

2.1. LIST OF THE COMPONENTS EXERTING EFFORT ON THE WALL AND ON

CEILING

 Guide rail bracket

 Landing door fixation

 Hooks for handling the equipment

Hoistway width

ROOF OF THE MACHINERY

TOP LEVEL

Hooks

Holes

ROOF OF THE HOISTWAY

W a l l t o w a l l Location

3

1

2

O v e r h e a d d i m e n s i o n s FRONT ENTRANCE

1

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2.1.1 HOISTWAY DEPTH - DOORS IN THE HOISTWAY (For doors installed on the landing: consult Otis) DIMENSIONS TABLE

HOISTWAY DEPTH (HD) AND FRONT TO REAR WALL DIMENSIONS (WTW) WTW=HD

Car Width Car Depth

Door

Opening Rise Wall to wall mini Wall to wall maxi Hoistway Depth mini Hoistway Depth maxi LIFT CAPACITY Load & Number of passenger CW (mm) CD (mm) OP (mm) R (m) WTW (mm) WTW (mm) HD (mm) HD (mm) R≤80 2010 2350 2010 2350 800 R>80 2060 2300 2060 2300 R≤80 2010 2350 2010 2350 800 kg 10 Pass. 1350 1400 900 R>80 2060 2300 2060 2300 R≤80 2010 2350 2010 2350 900 R>80 2060 2300 2060 2300 R≤80 2010 2350 2010 2350 1000 R>80 2060 2300 2060 2300 R≤80 2010 2350 2010 2350 1000 kg 13 Pass. 1600 1400 1100 R>80 2060 2300 2060 2300 R≤80 2010 2350 2010 2350 1275 kg 17 Pass. 2000 1400 1100 R>80 2060 2300 2060 2300 R≤80 2310 2650 2310 2650 1600 kg 21 Pass. 2000 1700 1100 R>80 2360 2600 2360 2600 R≤80 2210 2550 2210 2550 1600 kg 21 Pass. 2100 1600 1100 R>80 2260 2500 2260 2500

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2.2. GENERAL VIEW

2.2.1 MACHINE ROOM INTERFACE

Number of passenger 10 pass. 13 pass. 17 pass. 21 pass.

CW 2000 x CD 1700 21 pass. CW 2100 x CD 1600 DIM1 (mm) 863 863 863 1013 963 P1 (N) 21000 22500 29800 37000 37000 P2 (N) 23000 24000 31000 38000 38000 P3 (N) 23000 25500 33600 42000 42000 P4 (N) 23500 25500 33700 42500 42500 P7 (N) 2300 2300 2300 2300 2300 P8 (N) 2300 2300 2300 2300 2300

HW

D

I

M

1 Car axis

335

335 H

D

2

4

3

1 P1

P3

P7

P2

P4

C

a

r

a

x

i

s

ENTRANCE

P8

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2.2.2 PIT INTERFACE

Simultaneous loads : P11 or P17 or P12 or P13

Number of passenger

10 pass. 13 pass. 17 pass. 21 pass. P11 (N) 62000 68300 77000 84000 P12 (N) 100000 115000 138000 165000 P13 (N) 85000 94000 1110000 131000 P17 (N) 41000 46000 52000 58100

H

D

HW

1

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2.2.3 HOOKS –( MACHINE ROOM ROOF )

Simultaneous loads on the hooks T1; T2; T6 SWL: Safe Working Load

Location SWL (kN) Rails hoisting and Car suspension T1; T2 10

Material distribution T3 10 Rails hoisting and suspension T4; T5 5 Machine introduction and CWT suspension T6 10

HW2

Car DBG/2+90

CWT DBG/2+30

HW

HW1

CWT DBG/2+30

Car DBG/2+90

1

3

5 Car rail axis

T1

T3

CWT axis

T4

ENTRANCE

2

0 T2

T5

C

T

C

T6

150

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2.2.4 ALL LANDINGS

For RW1 and RW2 values see part 1 sheet 6 DOORS IN HOISTWAY DOORS ON LANDING OP + 100±20 WTW = HD O P H + 5 0 ± 2 0 HW 100 for CLD 8 0 m i n i SILL "0" FINISHED FLOOR RW1 RW2 O P H + 2 7 0 ± 2 0 OP + 100±20 6 0 m i n i RW1 RW2 HD 100 for CLD SILL "0" FINISHED FLOOR HW WTW O P H + 5 0 ± 2 0 TYFAC : SF

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2.2.5 ALL LANDINGS

For RW1 and RW2 values see part 1 sheet 6 DOORS IN HOISTWAY DOORS ON LANDING TYFAC : NF O P H + 2 7 0 ± 2 0 6 0 m i n i RW1 RW2 HD 100 for CLD SILL "0" FINISHED FLOOR HW WTW O P H + 5 0 ± 2 0 OP + 60±20 WTW = HD O P H + 5 0 ± 2 0 HW 100 for CLD 8 0 m i n i SILL "0" FINISHED FLOOR RW1 RW2 OP + 60±20

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3 PART 3: INFORMATION CONCERNING BANKS OF LIFTS

3.1. REQUIREMENTS CONCERNING BANKS OF LIFTS

3.1.1 MAIN INFORMATION

The Gen2 models 10 to 21 passengers are available in a bank of two to height lifts . Each lift is available with the same limitations as the single car lift.

To be installed in a bank, all the lifts shall have the following parameters: Same speed.

Same lift capacity (number of passengers and car size). Same number of floors, and location of entrances.

3.1.2 HOISTWAY LOCATION

Lifts in bank can be installed in the same hoistway or in separated hoistway.

For each lift, all simplex arrangements are available; use the information for single car (SIMPLEX).

3.1.3 PROTECTION IN THE HOISTWAY

Where the hoistway contains several lifts an 1100 mm height top of car balustrade is installed.

3.1.4 ELECTRICAL POWER SUPPLY

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GENERAL WELL TOLERANCES DUPLEX

MINI TOTAL HOISTWAY WIDTH

COMMERCIAL TOTAL HOISTWAY WIDTH

MAXI TOTAL HOISTWAY WIDTH 25 25 25 25 M I N I H O I S T W A Y D E P T H C O M M E R C I A L H O I S T W A Y D E P T H M A X I H O I S T W A Y D E P T H 2 5 2 5 2 5 2 5 FRONT OPENING S E P A R A T O R B E A M S

UNIT A

UNIT B

160 FRONT OPENING MAXI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH

MINI TOTAL HOISTWAY WIDTH M A X I H O I S T W A Y D E P T H C O M M E R C I A L H O I S T W A Y D E P T H M I N I H O I S T W A Y D E P T H 50 50 5 0 5 0 5 0 5 0

UNIT A

S E P A R A T O R B E A M S 160 50 50

UNIT B

Rise > 80m

Rise <= 80m

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TRIPLEX

MINI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH

UNIT A

UNIT B

S E P A R A T O R B E A M S

UNIT C

160 160

UNIT B

FRONT OPENING MAXI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH

MINI TOTAL HOISTWAY WIDTH S E P A R A T O R B E A M S M A X I H O I S T W A Y D E P T H C O M M E R C I A L H O I S T W A Y D E P T H M I N I H O I S T W A Y D E P T H 5 0 5 0 50 50 160 5 0 5 0

UNIT A

S E P A R A T O R B E A M S 160 50 50

UNIT C

Rise <= 80m

Rise > 80m

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QUADRUPLEX

UNIT A

UNIT B

S E P A R A T O R B E A M S

UNIT C

160 160

UNIT D

S E P A R A T O R B E A M S 160 160 FRONT OPENING MAXI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH

MINI TOTAL HOISTWAY WIDTH S E P A R A T O R B E A M S M A X I H O I S T W A Y D E P T H C O M M E R C I A L H O I S T W A Y D E P T H M I N I H O I S T W A Y D E P T H 50 5 0 5 0 50 160

UNIT A

5 0 5 0

UNIT B

S E P A R A T O R B E A M S S E P A R A T O R B E A M S 160 50 50

UNIT C

UNIT D

Rise <= 80m

Rise > 80m

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QUINTUPLEX

MAXI TOTAL HOISTWAY WIDTH 25 25 25 25 M I N I H O I S T W A Y D E P T H C O M M E R C I A L H O I S T W A Y D E P T H M A X I H O I S T W A Y D E P T H 2 5 2 5 2 5 2 5 FRONT OPENING S E P A R A T O R B E A M S UNIT A UNIT B S E P A R A T O R B E A M S UNIT C 160 160 UNIT D S E P A R A T O R B E A M S 160 160 S E P A R A T O R B E A M S UNIT E FRONT OPENING MAXI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH

MINI TOTAL HOISTWAY WIDTH M A X I H O I S T W A Y D E P T H C O M M E R C I A L H O I S T W A Y D E P T H M I N I H O I S T W A Y D E P T H 50 5 0 5 0 50 160 160 UNIT A 5 0 5 0 UNIT B S E P A R A T O R B E A M S S E P A R A T O R B E A M S 160 160 50 50 S E P A R A T O R B E A M S S E P A R A T O R B E A M S

UNIT C UNIT D UNIT E

Rise <= 80m

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3.1.5 HOISTWAY DEPTH DIMENSION (PLAN)

Same dimensions as the dimensions defined for simplex lift (see Part 1 Para 1.3) 3.1.6 HOISTWAY WIDTH DIMENSIONS HW (PLAN) FOR LIFTS IN THE SAME HOISTWAY

DUPLEX

Lifts in line in the same hoistway

R 80m

Number of

passenger CW CD DOOR OP THW MINI THW MAXI

CLD 800 4010 4810 10 pass. 1350 1400 CLD 900 4210 4810 CLD 900 4510 5310 CLD 1000 4510 5310 13 pass. 1600 1400 CLD 1100 4910 5310 17 pass. 2000 1400 CLD 1100 5210 6110 21 pass. 2000 1700 CLD 1100 5210 6110 21 pass. 2100 1600 CLD 1100 5410 6310 R 80m Number of

CLD 800 4060 4760 10 pass. 1350 1400 CLD 900 4260 4760 CLD 900 4560 5260 CLD 1000 4560 5260 13 pass. 1600 1400 CLD 1100 4960 5260 17 pass. 2000 1400 CLD 1100 5260 6060 21 pass. 2000 1700 CLD 1100 5260 6060 21 pass. 2100 1600 CLD 1100 5460 6260

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TRIPLEX

R 80m

Number of

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QUADRUPLEX

R 80m

Number of

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QUINTUPLEX

R 80m

Number of

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SEXTUPLEX

Dimensions for a single hoistway for 3 Lifts

R 80m

Number of

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OCTOPLEX

Dimensions for a single hoistway for 4 Lifts

R 80m

Number of