S WORK CATALOGUE FAA29100H_BWC

Transcription

1 MACHINE ABOVE - 2, m/s BUILDER S WORK CATALOGUE FAA29100H_BWC Version: a-e 800 kg 0 kg Otis Elevator Company 2007, All rights reserved

2 MAIN 2/38 This catalogue summarizes useful information for installation of the Otis Gen2 TM Machine above 2,5m/s 800 kg 0 kg range in buildings. The catalogue is divided into three main parts: Part 1: General information The first part contains general information about the building interfaces that must be complied with in order to obtain a good final product. Part 2: Builder s work drawing (single car) The second part contains a definition of the builder s work drawings for the Gen2 Machine above 2,5m/s 800 kg 0 kg range with: - The building interfaces and dimensions for a single lift in the hoistway (doors are installed in the hoistway) - The mechanical reactions exerted by the lift on the building for a single lift in the hoistway. Part 3: Information concerning banks of lifts The third part contains information for installing the Gen2 800 kg 0 kg range in banks. Bank Duplex Triplex Quadruplex Quintuplex Sextuplex Octoplex Number of lifts in the bank

3 3/38 INDEX 1 PART 1: GENERAL INFORMATION DEFINITIONS DIMENSIONS REQUIREMENTS FOR THE WELL GENERAL WELL TOLERANCES ELECTRICAL POWER SUPPLY AND TELEPHONE LINE HEAT DISSIPATION MAIN BUILDING LIMITATIONS 17 2 PART 2: EFFORTS ON THE HOISTWAY WALLS LIST OF THE COMPONENTS EXERTING EFFORT ON THE WALL AND ON CEILING GENERAL VIEW REQUIREMENTS CONCERNING BANKS OF 3.2. RECOMMENDED HOISTWAY DIMENSIONS (ELEVATION) HOOKS AND REACTION THE PIT LOCATION OF THE HOISTWAY FIXTURES 38

4 4/38 PART 1: GENERAL INFORMATION 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 CD CH CLD CW HD HW K OP OPH R RW1 RW2 S V TLD TYFAC WTW Definition Car internal depth (mm) Car internal height (mm) Central landing door (Centre Opening) Car internal width (mm) Hoistway depth (mm) (including hoistway doors) Hoistway width (mm) Overhead height (mm) Door opening width (mm) Door opening height (mm) Rise (m) Left Return Wall (mm) Right Return Wall (mm) Pit depth (mm) 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 the 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.

5 PART 1: GENERAL INFORMATION 5/38 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 0 mm DIMENSIONS CAR INTERNAL SIZES Nb of passenger Stamped duty load (kg) CW (mm) CD (mm) Door CLD 800 CLD 900 CLD CLD 1000 CLD CLD CLD CLD HOISTWAY DIMENSIONS (PLAN) (MAXIMUM, MINIMUM COMMERCIAL DIMENSIONS IN mm) CAR WIDTH (CW) CD CW/2 Hoistway Axis CW/2 HOISTWAY DEPTH HD Door Opening and Car Axis OP RW1 RW2 HW/2 HW/2 HOISTWAY WIDTH (HW) FRONT ENTRANCE

6 6/38 PART 1: GENERAL INFORMATION HOISTWAY-DIMENSIONS-PLAN (COUNTERWEIGHT WITHOUT OR WITH SAFETIES 1ENTRANCE CAR TYFAC : SF LIFT CAPACITY Load & Number of passenger 800 kg 10 Pass. CAR INTERNAL SIZE Car Width Car Depth Rated Speed Door Opening Rise Hoistway Depth HOISTWAY DIMENSIONS Hoistway Return Walls all landings Width CW (mm) CD (mm) V (m/s) OP (mm) R (m) HD (mm) HW (mm) RW1 (mm) RW2 (mm) R R> R R> R R> kg 13 Pass R R> R R> kg 17 Pass. 0 kg 21 Pass. 0 kg 21 Pass R R> R R> R R> TYFAC : NF LIFT CAPACITY Load & Number of passenger 800 kg 10 Pass. CAR INTERNAL SIZE HOISTWAY DIMENSIONS Rated Door Hoistway Hoistway Car Width Car Depth Rise Return Walls all landings Speed Opening Depth Width CW (mm) CD (mm) V (m/s) OP (mm) R (m) HD (mm) HW (mm) RW1 (mm) RW2 (mm) R R> R R> R R> kg 13 Pass R R> R R> kg 17 Pass. 0 kg 21 Pass. 0 kg 21 Pass R R> R R> R R>

7 7/38 PART 1: GENERAL INFORMATION HOISTWAY DIMENSIONS (ELEVATION) (MAXI, MINI, COMMERCIAL DIMENSIONS) PIT DEPTH: S (mm) Speed (m/s) Door type Rise (m) S mini (mm) S maxi (mm) , Centre opening 20 > OVERHEAD HEIGHT : K (mm) Speed (m/s) K mini (mm) K maxi (mm) 2, CH + 20* * For CH=2200 : K mini = CH AVAILABLE DOOR and CAR HEIGHTS Door opening Height OPH (mm) Car height CH (mm) HOISTWAY DIMENSIONS: RISE - DISTANCE BETWEEN DOORS SILLS MAXIMUM RISE IN METERS Speed (m/s) R Maxi (m) 2, 1 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)

8 8/38 PART 1: GENERAL INFORMATION 1.3. REQUIREMENTS FOR THE WELL GENERAL WELL TOLERANCES HOISTWAY DEPTH AND WIDTH TOLERANCES HOISTWAY TOLERANCES FOR SIMPLEX - R 80M Maximum out of plumb of each hoistway wall ± mm MAXI HOISTWAY DEPTH COMMERCIAL HOISTWAY DEPTH MINI HOISTWAY DEPTH MINI HOISTWAY WIDTH COMMERCIAL HOISTWAY WIDTH MAXI HOISTWAY WIDTH FRONT OPENING The actual hoistway walls are included between the two perfect vertical parallelepipeds Maximum out of plumb of each hoistway wall = mm Commercial HW + Commercial HD + Commercial HW - Commercial HD - mm Actual location of the hoistway walls mm Commercial HW request to the builder Minimum authorized location for the wall Maximum authorized location for the wall Effective constructed wall

9 9/38 PART 1: GENERAL INFORMATION HOISTWAY DEPTH AND WIDTH TOLERANCES HOISTWAY TOLERANCES FOR SIMPLEX - R> 80M Maximum out of plumb of each hoistway wall ± mm MAXI HOISTWAY DEPTH COMMERCIAL HOISTWAY DEPTH MINI HOISTWAY DEPTH MINI HOISTWAY WIDTH COMMERCIAL HOISTWAY WIDTH MAXI HOISTWAY WIDTH FRONT OPENING Maximum out of plumb of each hoistway wall = 100 mm The actual hoistway walls are included between the two perfect vertical parallelepipeds Commercial HW Commercial HD Commercial HW Commercial HD mm Actual location of the hoistway walls mm Commercial HW request to the builder Minimum authorized location for the wall Maximum authorized location for the wall Effective constructed wall

10 PART 1: GENERAL INFORMATION 10/38 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 ± mm for rise R 80m and ± 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 & ). ELEVATION - TOLERANCES - Pit depth (s) tolerances The pit depth (maxi & mini values defined chapter ) 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 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) 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 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 00 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 1 mm thick material (concrete ) for fixing bolts and dowels.

11 11/38 PART 1: GENERAL INFORMATION 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 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.

12 12/38 PART 1: GENERAL INFORMATION 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.

13 13/38 PART 1: GENERAL INFORMATION BUILDING STRUCTURE CONCRETE HOISTWAY Sketch 1 Hoistway roof level Top of hoistway CONCRETE BEAMS AND CONCRETE SLABS WITH BRICKS OR BLOCK WORKS WALL Sketch 2 Hoistway roof level Top level 3000 Maxi 400

14 14/38 PART 1: GENERAL INFORMATION STEEL DRY LINED BUILDING Hoistway roof level Top level 3000 maxi 400 BLOCK WORKS Sketch 4 Hoistway roof level Top of hoistway

15 15/38 PART 1: GENERAL INFORMATION 1.4. ELECTRICAL POWER SUPPLY AND TELEPHONE LINE 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) 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 ): I B = Useful current (current for which the circuit is designed) I Z = Continuous current-carrying capacity of the cable I n = Nominal current of the protective device Operating characteristic of a device protecting a cable against overload shall satisfy, at least: I B I n I Z 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. Number of Passengers Speed (m/s) Starting Current I S (A) Useful Current I B (A) Rated Line Power S (kva) Power Main Line P (kw) Copper cross Section (mm 2 ) For information Calibration of Protection Device ( A ) 10 (800kg ) (1000kg) (1275kg) (0kg) 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: or 60 Hz If an earth leakage circuit breaker is used at the starting point of the power line, the required rating is 0 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.

16 PART 1: GENERAL INFORMATION 16/38 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 or 60 Hz Single phase + neutral + earth This line shall be protected at the starting point according local code (IEC 364). RISE (meter)) Starting Current I S (A) Useful Current I B (A Protection device for car and socket machinery Machinery location FUSE (A) for Lighting In Hoistway (LIH) < ( : 10mA) 6 or ( : 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 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) 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 (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 ; 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) 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 : 2 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).

17 17/38 PART 1: GENERAL INFORMATION 1.5. HEAT DISSIPATION Lift heat release in the machine room: Number of Passengers Speed (m/s) Heat Release (kj/s) , , , , MAIN BUILDING LIMITATIONS 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 and 5.3.1) 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 part 5 international standard - Electrical installation of buildings, low voltage electrical installation. Degree of protection: IP21: IP code according to EN 102 standard. IK = 5: IK code according to EN standard. Ambient temperature: The ambient temperature in the machine room is assumed to be maintained between 0 C and + 45 C 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 EARTHQUAKE Option: earthquake (Consult OTIS for detailed information) FIREFIGHTERS 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 The maximum distance between floors is limited. Refer to EN81-72 chapter and consult Otis to determine this limit for the contract.

18 18/38 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 LIST OF THE COMPONENTS EXERTING EFFORT ON THE WALL AND ON Hoistway width Wall to wall ROOF OF THE MACHINERY 3 Hooks Location 1 1 ROOF OF THE HOISTWAY 1 1 Holes Overhead dimensions 2 TOP LEVEL CEILING FRONT ENTRANCE Guide rail bracket Landing door fixation Hooks for handling the equipment

19 19/ 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 LIFT CAPACITY Load & Number of passenger 800 kg 10 Pass kg 13 Pass kg 17 Pass. 0 kg 21 Pass. 0 kg 21 Pass. CAR INTERNAL SIZE Car Width Car Depth Door Opening Rise Wall to wall mini HOISTWAY DIMENSIONS Wall to wall Hoistway maxi Depth mini Hoistway Depth maxi CW (mm) CD (mm) OP (mm) R (m) WTW (mm) WTW (mm) HD (mm) HD (mm) R R> R R> R R> R R> R R> R R> R R> R R>

20 20/ GENERAL VIEW MACHINE ROOM INTERFACE P8 P2 P1 1 DIM1 Car axis P7 Car axis 2 HD 3 P P4 4 HW ENTRANCE Number of passenger 21 pass. 21 pass. 10 pass. 13 pass. 17 pass. CW 2000 x CD 1700 CW 2100 x CD 0 DIM1 (mm) P1 (N) P2 (N) P3 (N) P4 (N) P7 (N) P8 (N)

21 21/ PIT INTERFACE Car rail axis HD HW 1 Number of passenger 10 pass. 13 pass. 17 pass. 21 pass. P11 (N) P12 (N) P13 (N) P17 (N) Simultaneous loads : P11 or P17 or P12 or P13

22 22/ HOOKS ( MACHINE ROOM ROOF ) CWT DBG/2+30 CWT DBG/2+30 CWT axis T4 135 Car DBG/2+90 Car rail axis 1 T6 T5 Car DBG/2+90 CTC T1 T3 220 T2 HW1 HW2 HW ENTRANCE 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 Simultaneous loads on the hooks T1; T2; T6 SWL: Safe Working Load

23 23/ ALL LANDINGS For RW1 and RW2 values see part 1 sheet 6 DOORS IN HOISTWAY TYFAC : SF OPH + ± 20 RW1 OP ± 20 RW2 100 for CLD SILL "0" FINISHED FLOOR 80 mini HW WTW = HD DOORS ON LANDING OPH + ± 20 OPH ± 20 RW1 OP ± 20 RW2 100 for CLD SILL "0" FINISHED FLOOR 60 mini WTW HD HW

24 24/ ALL LANDINGS For RW1 and RW2 values see part 1 sheet 6 DOORS IN HOISTWAY TYFAC : NF OPH + ± 20 RW1 OP + 60 ± 20 RW2 100 for CLD SILL "0" FINISHED FLOOR 80 mini HW WTW = HD DOORS ON LANDING OPH + ± 20 OPH ± 20 RW1 OP + 60 ± 20 RW2 100 for CLD SILL "0" FINISHED FLOOR 60 mini HW WTW HD

25 / REQUIREMENTS CONCERNING BANKS OF 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 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) PROTECTION IN THE HOISTWAY Where the hoistway contains several lifts an 1100 mm height top of car balustrade is installed ELECTRICAL POWER SUPPLY Use the information for single car (simplex).

26 26/38 GENERAL WELL TOLERANCES DUPLEX Rise <= 80m MAXI HOISTWAY DEPTH COMMERCIAL HOISTWAY DEPTH MINI HOISTWAY DEPTH UNIT A UNIT B MINI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH MAXI TOTAL HOISTWAY WIDTH FRONT OPENING Rise > 80m MAXI HOISTWAY DEPTH COMMERCIAL HOISTWAY DEPTH MINI HOISTWAY DEPTH UNIT A UNIT B MINI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH MAXI TOTAL HOISTWAY WIDTH FRONT OPENING

27 27/38 TRIPLEX Rise <= 80m MAXI HOISTWAY DEPTH COMMERCIAL HOISTWAY DEPTH MINI HOISTWAY DEPTH UNIT A UNIT B UNIT C MINI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH MAXI TOTAL HOISTWAY WIDTH FRONT OPENING Rise > 80m MAXI HOISTWAY DEPTH COMMERCIAL HOISTWAY DEPTH MINI HOISTWAY DEPTH UNIT A UNIT B UNIT C MINI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH MAXI TOTAL HOISTWAY WIDTH FRONT OPENING

28 28/38 QUADRUPLEX Rise <= 80m MAXI HOISTWAY DEPTH COMMERCIAL HOISTWAY DEPTH MINI HOISTWAY DEPTH UNIT A UNIT B UNIT C UNIT D MINI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH MAXI TOTAL HOISTWAY WIDTH FRONT OPENING Rise > 80m MAXI HOISTWAY DEPTH COMMERCIAL HOISTWAY DEPTH MINI HOISTWAY DEPTH UNIT A UNIT B UNIT C UNIT D MINI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH MAXI TOTAL HOISTWAY WIDTH FRONT OPENING

29 29/38 QUINTUPLEX Rise <= 80m MAXI HOISTWAY DEPTH COMMERCIAL HOISTWAY DEPTH MINI HOISTWAY DEPTH UNIT A UNIT B UNIT C UNIT D UNIT E MINI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH MAXI TOTAL HOISTWAY WIDTH FRONT OPENING Rise > 80m MAXI HOISTWAY DEPTH COMMERCIAL HOISTWAY DEPTH MINI HOISTWAY DEPTH UNIT A UNIT B UNIT C UNIT D UNIT E MINI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH MAXI TOTAL HOISTWAY WIDTH FRONT OPENING

30 30/38 SEXTUPLEX Rise <= 80m MAXI HOISTWAY DEPTH COMMERCIAL HOISTWAY DEPTH MINI HOISTWAY DEPTH UNIT A UNIT B UNIT C MINI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH MAXI TOTAL HOISTWAY WIDTH FRONT OPENING FRONT OPENING MAXI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH MINI TOTAL HOISTWAY WIDTH MAXI HOISTWAY DEPTH COMMERCIAL HOISTWAY DEPTH MINI HOISTWAY DEPTH UNIT F UNIT E UNIT D Rise > 80m MAXI HOISTWAY DEPTH COMMERCIAL HOISTWAY DEPTH MINI HOISTWAY DEPTH UNIT A UNIT B UNIT C MINI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH MAXI TOTAL HOISTWAY WIDTH FRONT OPENING FRONT OPENING MAXI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH MINI TOTAL HOISTWAY WIDTH MAXI HOISTWAY DEPTH COMMERCIAL HOISTWAY DEPTH MINI HOISTWAY DEPTH UNIT F UNIT E UNIT D

31 31/38 OCTOPLEX Rise <= 80m MAXI HOISTWAY DEPTH COMMERCIAL HOISTWAY DEPTH MINI HOISTWAY DEPTH UNIT A UNIT B UNIT C UNIT D MINI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH MAXI TOTAL HOISTWAY WIDTH FRONT OPENING FRONT OPENING MAXI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH MINI TOTAL HOISTWAY WIDTH MAXI HOISTWAY DEPTH COMMERCIAL HOISTWAY DEPTH MINI HOISTWAY DEPTH UNIT H UNIT G UNIT F UNIT E Rise > 80m MAXI HOISTWAY DEPTH COMMERCIAL HOISTWAY DEPTH MINI HOISTWAY DEPTH UNIT A UNIT B UNIT C UNIT D MINI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH MAXI TOTAL HOISTWAY WIDTH FRONT OPENING FRONT OPENING MAXI TOTAL HOISTWAY WIDTH COMMERCIAL TOTAL HOISTWAY WIDTH MINI TOTAL HOISTWAY WIDTH MAXI HOISTWAY DEPTH COMMERCIAL HOISTWAY DEPTH MINI HOISTWAY DEPTH UNIT H UNIT G UNIT F UNIT E

32 32/ HOISTWAY DEPTH DIMENSION (PLAN) Same dimensions as the dimensions defined for simplex lift (see Part 1 Para 1.3) HOISTWAY WIDTH DIMENSIONS HW (PLAN) FOR 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 10 pass CLD CLD CLD pass CLD CLD pass CLD pass CLD pass CLD R> 80m Number of passenger CW CD DOOR OP THW MINI THW MAXI 10 pass CLD CLD CLD pass CLD CLD pass CLD pass CLD pass CLD

33 33/38 TRIPLEX Lifts in line in the same hoistway R 80m Number of passenger CW CD DOOR OP THW MINI THW MAXI 10 pass CLD CLD CLD pass CLD CLD pass CLD pass CLD pass CLD R> 80m Number of passenger CW CD DOOR OP THW MINI THW MAXI 10 pass CLD CLD CLD pass CLD CLD pass CLD pass CLD pass CLD

34 34/38 QUADRUPLEX Lifts in line in the same hoistway R 80m Number of passenger CW CD DOOR OP THW MINI THW MAXI 10 pass CLD CLD CLD pass CLD CLD pass CLD pass CLD pass CLD R> 80m Number of passenger CW CD DOOR OP THW MINI THW MAXI 10 pass CLD CLD CLD pass CLD CLD pass CLD pass CLD pass CLD

35 35/38 QUINTUPLEX Lifts in line in the same hoistway R 80m Number of passenger CW CD DOOR OP THW MINI THW MAXI 10 pass CLD CLD CLD pass CLD CLD pass CLD pass CLD pass CLD R> 80m Number of passenger CW CD DOOR OP THW MINI THW MAXI 10 pass CLD CLD CLD pass CLD CLD pass CLD pass CLD pass CLD

36 36/38 SEXTUPLEX Dimensions for a single hoistway for 3 Lifts R 80m Number of passenger CW CD DOOR OP THW MINI THW MAXI 10 pass CLD CLD CLD pass CLD CLD pass CLD pass CLD pass CLD R> 80m Number of passenger CW CD DOOR OP THW MINI THW MAXI 10 pass CLD CLD CLD pass CLD CLD pass CLD pass CLD pass CLD

37 37/38 OCTOPLEX Dimensions for a single hoistway for 4 Lifts R 80m Number of passenger CW CD DOOR OP THW MINI THW MAXI 10 pass CLD CLD CLD pass CLD CLD pass CLD pass CLD pass CLD R> 80m Number of passenger CW CD DOOR OP THW MINI THW MAXI 10 pass CLD CLD CLD pass CLD CLD pass CLD pass CLD pass CLD

38 38/ RECOMMENDED HOISTWAY DIMENSIONS (ELEVATION) PIT DEPTH AND OVERHEAD DIMENSIONS (S & K) Same dimensions as the dimensions defined for simplex lift see Part 1: Para HOOKS AND REACTION THE PIT For each lift use the same values and location as the values and location defined for simplex lift. See Part 2 Para 2.2 & Part 2 Para LOCATION OF THE HOISTWAY FIXTURES The following hoistway fixtures: direction indicator arrows (hall lantern); hall position if any; key switches for service operation are affected to each lift and are installed in a same possible location as for simplex lift. The hall buttons (HB) are affected to the bank and the number is less or equal to the number of lifts. Number of hall button rise: 1, 2, 3, 4 or 5. NBR1/NBR2/NBR3/NBR4 or NBR5.