planning guide for europe kone minispace

KONE MiniSpace™Planning guidePG-01.03.001-EUR© 2009 KONE CorporationAll rights reserved. (S) 2010-05-21

KONE MiniSpace TM

PLANNING GUIDE FOR EUROPE

Dedicated to People FlowTM

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© 2009 KONE Corporation

All rights reserved.

KONE MiniSpace™Planning guide

Dear Reader

Sophisticated elevator systems of today providepassengers efficient People FlowTM and smoothtravel experience. Providing excellent servicerequires careful planning and is very much aboutteamwork between all parties involved.

This planning guide of KONE MiniSpaceTM iscompiled for architects, structural, mechanical andelectrical engineers.

The planning guide is

1. To give a quick overall picture of elevator design process2. To give basic information of each issue to be con-sidered at initial stages of design

This guide is designed for quick reference and it canalso be used in design meetings with KONE salesstaff. The information in this guide is to becomplemented with case specific support by KONEsales staff, as well as other KONE documentsavailable.

Disney concert hall, Los Angeles

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TABLE OF CONTENTS

1 INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 71.1 General about KONE MiniSpaceTM elevators . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7

2 ELEVATOR DESIGN PROCESS - OVERVIEW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8

3 TRAFFIC PLANNING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103.1 How to get started . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103.2 Destination control . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14

4 LAYOUTS AND DIMENSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15

5 INTERIOR DESIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 545.1 Car interior design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 545.2 Landing doors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 555.3 Landing signalization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 585.4 Vandal resistance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 595.5 Quality inspection - use of mock-up car . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 595.6 Impact on design of adjoining spaces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59

6 STRUCTURAL DESIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 596.1 Minimum distance between floors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 596.2 Emergency exit openings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 606.3 Structural door openings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 606.4 Air pressure relief openings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 606.5 Recesses for landing signalization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 616.6 Fixing of guide rails, doors and sills . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 616.7 Bringing in elevator machine and other large components . . . . . . . . . . . . . . . . . . . 616.8 Lifting points in machine room . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 626.9 Openings on machine room floor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 626.10 Reaction forces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 636.11 Pit equipment fixing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 676.12 Building sway . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 676.13 Sun-induced drift . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 676.14 Hoistway tolerances . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67

7 ELECTRICAL DESIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 687.1 Main power supply . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 687.2 Power supply for hoistway network . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 687.3 Stand-by power . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 697.4 Current and fuse sizes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69

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7.5 Diversity factor for elevator groups . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 747.6 Landing signalization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 747.7 Cabling required by others . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 747.8 Door contacts at emergency exit doors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 74

8 MECHANICAL DESIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 758.1 Machine room ventilation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 758.2 Hoistway ventilation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 768.3 Elevator car ventilation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 778.4 Elevator car air conditioning . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 77

9 RIDE COMFORT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 779.1 In-car vibration and noise . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 779.2 Vibration and noise external to car . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 779.3 Air turbulence . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 789.4 Tunnel effect . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 789.5 Pressure change . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 78

10 SPECIAL FUNCTIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7910.1 Construction time use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7910.2 Fire fighting elevators . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7910.3 Evacuation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 79

11 BUILDING MANAGEMENT INTEGRATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80

12 ELEVATOR REGULATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 81

13 ADDITIONAL INFORMATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 81

15 CONTACT INFORMATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 83

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1 INTRODUCTION

1.1 General about KONE MiniSpace TM elevators

A KONE MiniSpaceTM elevator is extremely energyefficient and it has got a small machine room. It istypically used in offices, hotels, airports andresidential buildings.

This Planning guide covers design of passenger-and goods elevators, excluding Scenic and DoubleDecker elevators.

For Scenic or Double Decker elevators please referto KONE sales staff or contact KONE Major Projectsunit:

http://www.kone.com/countries/en_MP/Pages/default.aspx

Rated load Passenger elevators630 - 2000 kg (26 pers.)

Goods - Passenger elevators630 - 4000 kg

Maximum speed 10.0 m/s

Maximum travel dist. 400 m

Maximum no. of floors

126

SAS Radisson, Oslo KONE Building, Espoo Doha Sports City Tower, Quatar

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2 ELEVATOR DESIGN PROCESS - OVERVIEW

5.3.2009 KONE Oyj / Fluent HR design process / VL1

2

1

3

4

INSTALLATION

HANDOVER

Design support

Offer

Approval of drawings,

Final design specification

Customers’ Design Teams’ Input What Customers’ Design Team

Can Expect To Get From KONE

Initial information

Early design decisions,

Tender request

5

Solution description

ORDERUpdated drawings,

Project specification

6

7

OFFER

8 8

MANUFACTURING

Elevator Design Process

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7.5.2010 KONE Oyj / Fluent HR design process / VL

Initial information1 Building type, floor plans, finished floor levels, number of elevator stops,

population per floor, shaft material. Building natural frequency. Preliminary time schedule. Possible elevator consultant’s specification including ride comfort requirements.

2 KONE Design supportInitial traffic calculations, number of elevators, size requirements for elevator cars, machine room, shaft, pit and headroom. Maximum car interior weight allowance. Speed and acceleration. Need of emergency doors and large air pressure relief openings in shaft wall. Destination Control System, Double Decker, Construction time use, Fire fighting option consideration. Logistics consideration.

3 Early design decisionsElevator car weight related design decisions: Heavy interior materials, electrical items (as the required long cabeling may be heavy), info screens, air-conditioning, etc. need of samples / quality review / mock-up car.Signalisation decisions: buttons or touch screen, standard model or customised, wall mounted or free standing.Building management integration: access control, monitoring, etc.Special traffic requirements in building. Tender request with project specification.

4 KONE OfferIncluding reviewed project specification, drawings and electrical information. KONE design program.

5 OrderLatest architectural and structural drawings - changes are to be marked clearly. Final project specification for order. Updated time schedule.

6 Full elevator solution descriptionIncluding working drawings, details of car interior and signalisation.

7 Approval of drawings. Final design specification. Changes are to be marked clearly.

Manufacturing. Installation by KONE.

8 HandoverFollowing inspections by KONE, customer and authorities.

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3 TRAFFIC PLANNING

It is crucial that elevator systems have sufficienthandling capacity to provide fluent people flow inbuildings. Passenger waiting and journey timesmust be acceptable, but on the other hand spaceefficiency is of utmost importance. Planning optimalelevator systems for tall and complex buildingsalways requires careful traffic analysis. Thisanalysis requires information of use of the building,number of floors, floor heights and estimate ofpopulation. Desired service level is determined bybuilding type: office, hotel, residential or other typeof buildings.

KONE has developed traffic planning tools fordetermining optimal elevator arrangements: TrafCalfor up-peak traffic calculation and KONE BTS™ forbuilding traffic simulation. Please consult KONEsales staff.

3.1 How to get started

So as to get started with building design thefollowing pages provide diagrams for preliminaryestimation of elevator space requirements. Theinformation is indicative and should be used at initialstages of building design only - it does not replacebuilding specific expert level traffic planning.

The information of the diagrams is limited tobuildings with less than 30 floors, one entrancelevel, equal floor heights and even populationdistribution. The diagrams are based on use ofconventional control with up and down call buttons.For Destination Control System (DCS) please referto chapter 3.2.

Once you have determined the approximate amountof elevators, car capacity (number of persons) andnominal speed of elevators on the following pages,please check chapter 4 ‘Layouts and dimensions’for dimensions of elevators, hoistways and machinerooms.

Buildings taller than 20-30 floors are usually dividedhorizontally into zones that are served by separateelevator groups. Also speeds of over 4 m/s areusually required. For more accurate informationalways talk to KONE sales staff. KONE also hastraffic planning experts to assist in demandingprojects.

Also check http://www.kone.com/countries/en_MP/tools

for KONE Quick Traffic - traffic calculation tool.

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Single Tenant Office BuildingsConventional control, not Destination Control System

1 Determine number of floors above entrance level2 Determine total population above entrance level

– Typically one person per 10 – 14 m2 of net usable area, NUA3 Check diagram below for

– Recommended amount of cars in one elevator group– Car capacity (number of persons in each car)– Nominal speed of elevators

4 For dimensions of elevator car, hoistway and machine room, please refer to chapter 4.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

Elevators for Single Tenant Office Buildings

Good Service Level (Handling Capacity 15 % in 5 minutes)

Rated speedNumber of upper floors

0 200 600 1000 1400 1800 2000

Total population above entrance floor

4B 6/13 6/17 6/216/10 7/17 7/21 8/217/24 8/244/10 5/13

8/21 8/245/8 5/10 5/13 5/17

7/17

7/21 7/246/13 6/17

6/21 6/244/8

4/8 4/10 8/21 8/245/8 5/10 5/13

7/17

7/21 7/245/17

5/21

6/13

6/17 6/21 6/24

4/8 4/10 4/133/8

8/245/10 5/13 5/175/21

6/13

6/17 6/21 6/24 7/21 7/24

2/8

2/8 3/8

3/10 3/13

3/17

4/8 4/10 4/133/8 8/245/10 5/13 5/17 5/21

5/246/17

6/21 6/24 7/21 7/24

7/21 7/246/21 6/24

6/17

4/8 4/10 4/13 4/17

4/21

5/13

5/17 5/21 5/24

2.5 m/s

2.0 m/s

1.6 m/s

1 m/s

3.0 m/s

3.5 m/s

4.0 m/s

3/21

8/21

8/248/21

4/24

8/21

2/8 = 2 elevators with8 persons in each elevator

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Multitenant Office Buildings and HotelsConventional control, not Destination Control System


– Offices: Typically one person per 8 – 12 m2 of net usable area, NUA– Hotels: Typically 1.5 – 1.9 persons per hotel room

3 Check diagram below for – Recommended amount of cars in one elevator group– Car capacity (number of persons in each car)– Nominal speed of elevators


1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

Elevators for Multitenant Offices and Hotels

Good Service Level 12 % in 5 minutes)(Handling Capacity

Number of upper floors

0

4B 6/13 6/17 6/216/10 7/17 7/21 8/217/24 8/244/10 5/13

8/21 8/245/8 5/10 5/13 5/17

7/17

7/21 7/246/13 6/17

6/21 6/244/8

4/8 4/10 8/21 8/245/8 5/10 5/13

7/17

7/21 7/245/17

5/21

6/13

6/17 6/21 6/24

4/8 4/10 4/133/8

8/245/10 5/13 5/175/21

6/13

6/17 6/21 6/24 7/21 7/24

2/8

2/8 3/8

3/10 3/13

3/17

4/8 4/10 4/133/8 8/245/10 5/13 5/17 5/21

5/246/17

6/21 6/24 7/21 7/24

7/21 7/246/21 6/24

6/17

4/8 4/10 4/13 4/17

4/21

5/13

5/17 5/21 5/24

2.5 m/s

2.0 m/s

1.6 m/s

1 m/s

3.0 m/s

3.5 m/s

4.0 m/s

3/21

8/21

8/248/21

4/24

8/21

400 800 1200 1600 2000 2400


Rated speed

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Residential Buildings

Conventional control, not Destination Control System


– Typically two persons per 1st bedroom, one person per other bedrooms3 Check diagram below for

– Recommended amount of cars in one elevator group– Car capacity (number of persons in each car)– Nominal speed of elevators


Number of floors Rated speed

1/8 + 1/13,

2/13

1/8 + 1/13

1/8 + 1/13

1/8 + 1/13

1/13

1/8

2/13

2/8 + 1/13

1/8 + 2/133/13

2/8 + 1/13,

3/13

1/8 + 2/13,

2/13

Total population above entrance floor

0 100 200 300 400 500

0

23456789

1

10111213141516171819202122232425262728

2,5 m/s

2.0 m/s

1.6 m/s

1.0 m/s

600 700 800


2.0 m/s

Elevators for Residential Buildings

Good Service Level

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3.2 Destination control

KONE has developed KONE PolarisTM DestinationControl System (DCS), that increases handlingcapacity, especially during up-peak. KONEPolarisTM allows passengers to both call an elevatorand to select the destination already at the landing/lobby. The system automatically gatherspassengers going to same floors and thus reducesnumber of stops and increases handling capacitycompared to a conventional system. DCS canreduce the number of required elevators or car sizeor allow for decreased speed. Consideration of DCSalways requires building specific careful analysisand traffic simulation.

DCS also allows for elevator lobby arrangements inwhich all elevators are not seen simultaneously, asthe signalization assists in finding the correctelevator. DCS can be integrated with access controlof the building at entrance turnstiles or on landings.For more information please contact KONE salesstaff.

Possible lobby arrangements:

DOP = Destination operation panel

Insert here elevator & DOP layoutExample 2

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4 LAYOUTS AND DIMENSIONS

To use the dimensional data on the following pages,you need to know recommended

– Rated load (number of persons in each car)– Speed of elevators

For this information please refer to chapter 3 ’TrafficPlanning’.

Important general notes for all Dimension pages:

– EN 81-1. Dimensional information on the followingpages fulfill EN81-1. Other door and cardimensions are available on request.

– Tolerance of ± 25 mm or ± 40 mm. Elevatorhoistway plan dimensions include clear plumbtolerances. A tolerance of ± 25 mm (travel H ≤ 120m) or ± 40 mm (travel H > 120 m) out of plumb isallowed in elevator hoistways. Refer to chapter6.14.

– Ride comfort. The given hoistway dimensions aredesigned for AA ride comfort, except for those of 7– 10 m/s office/hotel/residential elevators, whichare designed for AAA ride comfort. If other ridecomfort classes are required, please refer toKONE sales staff. For KONE ride comfortclassification (A-AAA) please refer to chapter 9.1.

– 50 mm door frame. Dimensions of structural dooropenings depend on the type of door frames used.The indicated LR (structural door opening width)and FW dimensions on the following pages areapplicable to 50 mm KONE landing door frame.Refer to chapter 5.2.

– Height of handrail on car roof. The givenheadroom dimensions are based on using 1100mm car top handrail. In case of higher handrailheadroom requirement increases accordingly. Asper EN 81-1 (8.13.3.2) height of handrail dependsprimarily on free distance in a horizontal planebeyond the outer edge of the handrail.

– Counterweight safety gear. If counterweightsafety gear is used, then additional space isrequired for hoistway width/depth. (Please seedimension pages.) Counterweight safety gear isalways necessary if there is accessible spacebelow hoistway, but it is sometimes needed even ifthere is no accessible space below. Pleasediscuss need and details with sales staff.

– Building sway. Elevators in buildings over 200meters tall require special means to restrict ropesway. The additional space requirement inelevator hoistways has been taken into accountin relevant plans.

– Space for additional steelwork. If hoistway

front wall is dry lining or other light construction,please add required depth for possible steelworkneeded for door fixing.

– Dividing beams 100 or 120 mm. Dividing beamsare required between adjacent elevators for fixingguide rails in common hoistways. If KONE dividingbeam system is used the beam width is either 100mm or 120 mm depending on the load and speedof elevators. Please refer to Dimension pages forappropriate width of beams. Fixing of dividerbeams to dry lining walls is to be coordinated withKONE.

– 2 x 600 mm for air deflectors. Fast elevators insingle hoistways require aerodynamic airdeflectors on top and bottom of cars to reducenoise caused by air flow. Therefore add 600 mmto given headroom height (SH) and pit depth(PH). In case of fire fighting elevatorsaerodynamic air deflectors cannot be used. Thegiven headroom height (SH) for 8.0 – 10.0 m/selevators includes space for aerodynamic airdeflectors, so as to reach AAA ride comfort. Ifaerodynamic air deflectors are not used (AA ridecomfort, fire fighting elevators) headroom height(SH) is 600 mm smaller. For KONE ride comfortclassification (A-AAA) please refer to chapter9.1.

– Fire fighting elevators. If elevator is used as firefighting elevator (EN 81-72), hoistway dimensionsmay increase. Please contact KONE sales staff.

– Through going cars. For elevator groups withthrough going cars please consult KONE salesstaff.

– Machine room dimensions depend on variousfactors: location of elevators in the building, routeand structural opening for transporting in machine,number of elevators, speed and load of elevators,travel height, position and size of machines as wellas other equipment in machine room, etc. In somecases a hatch on the roof or on the floor ofmachine room is required for bringing in largemachine. As dimensional information and designof machine rooms are building specific, KONEadvises to discuss requirements early with salesstaff.

– Structural issues. For other essential informationrelating to structure (necessary structural openingsetc.) please refer to chapter 6.

KONE sales staff are happy to advise you in allelevator layout issues.

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Elevator car and hoistway dimensions

RESIDENTIAL BUILDINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17Maximum travel 70 m / 130 m, Speed 1.0, 1.6, 2.0, 2.5 m/s, Single entrance cars, Center opening doors . . . . 17Maximum travel 70 m / 130 m, Speed 1.0, 1.6, 2.0, 2.5 m/s, Single entrance cars, Side opening doors . . . . . . 18Maximum travel 70 m / 130 m, Speed 1.0, 1.6, 2.0, 2.5 m/s, Through going cars, Center opening and side opening doors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19Maximum travel 70 m / 130 m, Speed 3.0, 3.5, 4.0, 5.0, 6.0 m/s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20

OFFICES / HOTELS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21Maximum travel 70 m, Speed 1.0, 1.6, 2.0 m/s, Single entrance cars, Center opening doors . . . . . . . . . . . . . . 21Maximum travel 70 m, Speed 1.0, 1.6, 2.0 m/s, Single entrance deep cars, Center opening doors . . . . . . . . . . 22Maximum travel 70 m , Speed 1.0, 1.6, 2.0 m/s, Single entrance cars, Side opening doors . . . . . . . . . . . . . . . . 23Maximum travel 70 m, Speed 1.0, 1.6, 2.0 m/s, Through going cars, Center and side opening doors . . . . . . . . 24Maximum travel 130 m, Speed 2.5 m/s, Single entrance cars, Center opening doors . . . . . . . . . . . . . . . . . . . . 25Maximum travel 130 m, Speed 2.5 m/s, Single entrance cars, Center opening doors . . . . . . . . . . . . . . . . . . . . 26Maximum travel 130 m, Speed 2.5 m/s, Single entrance cars, Side opening doors . . . . . . . . . . . . . . . . . . . . . . 27Maximum travel 130 m, Speed 2.5 m/s, Through going cars, Center opening and side opening doors . . . . . . . 28Maximum travel 150 m / 180 m, Speed 3.0, 3.5 m/s, Single entrance cars, Center opening doors . . . . . . . . . . 29Maximum travel 180 m, Speed 3.5 m/s, Single entrance cars, Center opening doors . . . . . . . . . . . . . . . . . . . . 30Maximum travel 200 m, Enhanced ride comfort, Speed 4.0 m/s, Single entrance cars, Center opening doors . 31Maximum travel 250 m, Enhanced ride comfort, Speed 5.0 m/s, Single entrance cars, Center opening doors . 32Maximum travel 300 m, Enhanced ride comfort, Speed 6 m/s, Single entrance cars, Center opening doors . . . 33Maximum travel 400 m, Enhanced ride comfort, Speed 7.0 m/s and 8.0 m/s, Single entrance cars, Center opening doors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34Maximum travel 400 m, Enhanced ride comfort, Speed 9.0 m/s and 10.0 m/s, Single entrance cars, Center opening doors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35

HEALTH CARE / SERVICE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36Maximum travel 80 m, Speed 1.0, 1.6, 2.0, 2.5 m/s, Single entrance cars, Side opening doors . . . . . . . . . . . . . 36Maximum travel 80 m, Speed 1.0, 1.6, 2.0, 2.5 m/s, Through going cars, Side opening doors . . . . . . . . . . . . . 37Maximum travel 150 m, Speed 3.0 m/s, Single entrance cars, Side opening doors . . . . . . . . . . . . . . . . . . . . . . 38Maximum travel 180 m, Speed 3.5 m/s, Single entrance cars, Side opening doors . . . . . . . . . . . . . . . . . . . . . . 39Maximum travel 250 m, Speed 4.0 m/s, Single entrance cars, Side opening doors . . . . . . . . . . . . . . . . . . . . . . 40Maximum travel 300 m, Speed 5.0 m/s, Single entrance cars, Side opening doors . . . . . . . . . . . . . . . . . . . . . . 41Maximum travel 350 m, Speed 6.0 m/s, Single entrance cars, Side opening doors . . . . . . . . . . . . . . . . . . . . . . 42Maximum travel 400 m, Speed 7.0 and 8.0 m/s, Single entrance cars, Side opening doors . . . . . . . . . . . . . . . . 43Maximum travel 400 m, Speed 9.0 and 10.0 m/s, Single entrance cars, Side opening doors . . . . . . . . . . . . . . . 44

GOODS-PASSENGER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45Maximum travel 250 m, Speed 4.0 m/s, Single entrance cars, Side opening doors . . . . . . . . . . . . . . . . . . . . . . 45Maximum travel 250 m, Speed 4.0 m/s, Single entrance cars, Center opening 4-panel doors . . . . . . . . . . . . . . 46Maximum travel 300 m, Speed 5.0 m/s, Single entrance cars, Side opening doors. . . . . . . . . . . . . . . . . . . . . . . 47Maximum travel 300 m, Speed 5.0 m/s, Single entrance cars, Center opening 4-panel doors . . . . . . . . . . . . . . 48Maximum travel 350 m, Speed 6.0 m/s, Single entrance cars, Side opening doors . . . . . . . . . . . . . . . . . . . . . . 49Maximum travel 350 m, Speed 6.0 m/s, Single entrance cars, Center opening 4-panel doors . . . . . . . . . . . . . . 50Maximum travel 400 m, Speed 7.0 and 8.0 m/s, Single entrance cars, Side opening doors . . . . . . . . . . . . . . . . 51Maximum travel 400 m, Speed 7.0 and 8.0 m/s, Single entrance cars, Center opening 4-panel doors . . . . . . . 52Maximum travel 400 m, Speed 9.0 and 10.0 m/s, Single entrance cars, Center opening 4-panel doors . . . . . . 53

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RESIDENTIAL BUILDINGSMaximum travel distance 70 m / 130 mSpeed 1.0, 1.6, 2.0 m/s (max travel 70 m), 2.5 m/s (max travel 130 m)Single entrance carsCenter opening doors

For recommended number of elevators, number of pers ons in each car and speed of elevators, refer to pa ge 11-13.

Please read important General notes on page 15.

Number of

persons

Rated load

Structural car internal dimensions

recommended by KONE

Hoistway internal dimensions

recommended by KONELL FW BB x DD WW x WD

[kg] [mm] [mm] [mm] [mm]

8 630800 425

1100 x 14001800 x 1800

900 475 2000 x 1800

13 1000800 425

1100 x 21001800 x 2500

900 475 2000 x 2500

For each additional elevator in the same hoistway, please add width of the dividing beam and clear width for one elevator to the hoistway widthOne elevator: WWTwo elevators: WW2 = 2 x WW + WBThree elevators: WW3 = 3 x WW + 2 x WBFour elevators: WW4 = 4 x WW + 3 x WB

WB = 100 mm, KONE dividing beam system

Headroom height SH (mm)

1. Lifting beam (200 mm with span < 3 m)

2. Additional beamif needed

1.0 m/s 1.6 m/s 2.0 m/s 2.5 m/s

630 kg / 1000 kg CH + 1600 CH + 1650 CH + 1850CH + 2100 (+300 mm, if car trap door needed)

Pit depth PH (mm)1.0 m/s 1.6 m/s 2.0 m/s 2.5 m/s

630 kg1250 1300 1500

1900

1000 kg 2000 (1900a))

a) If decoration weight < 40 % of rated load and/or travel distance < 80 m

Car clear height CH (mm)630 kg / 1000 kg 2200 (recommended)

Minimum machine room clear height MH (mm) b)

b) Horizontal machine room dimensions are building specific. Please refer to page 15 ’Machine room dimensions’.

630 kg / 1000 kg 2100

1019738.eps

DD

BB

LR=LL+150LL

FW FW

205

WD

WW

WD

WB

WW2 1063722.eps

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RESIDENTIAL BUILDINGSMaximum travel distance 70 m / 130 mSpeed 1.0, 1.6, 2.0 m/s (max travel 70 m), 2.5 m/s (max travel 130 m)Single entrance carsSide opening doors



Number of

persons

Rated load


recommended by KONE




8 630800 425

1100 x 14001600 x 1800

900 475 1650 x 1800

13 1000800 425

1100 x 21001600 x 2500

900 475 1650 x 2500

For each additional elevator in the same hoistway, please add width of the dividing beam and clear width for one elevator to the hoistway width.One elevator: WWTwo elevators: WW2 = 2 x WW + WBThree elevators: WW3 = 3 x WW + 2 x WBFour elevators: WW4 = 4 x WW + 3 x WB




2. Additional beam if needed

1.0 m/s 1.6 m/s 2.0 m/s 2.5 m/s



630 kg1250 1300 1500

1900

1000 kg 2000 (1900a))





630 kg / 1000 kg 2100

LR=LL+150

BB

WD

LL

305

FWWW

DD

1064013.eps

WD

WB

WW2 1064014.eps

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19 (83) (S) 2010-05-21




RESIDENTIAL BUILDINGSMaximum travel distance 70 m / 130 mSpeed 1.0, 1.6, 2.0 m/s (max travel 70 m), 2.5 m/s (max travel 130 m)Through going carsCenter opening and side opening doors


Please read important General notes on page 15.Center opening doors

Number of

persons

Rated load


recommended by KONE


recommended by KONELL FW BB x DD WW x WD a)

a) Hoistway depth WD in through going cars cannot be changed.


8 630800 425

1100 x 14001800 x 1810

900 475 2000 x 1810

13 1000800 425

1100 x 21001800 x 2510

900 475 2000 x 2510

Side opening doors

Number of

persons

Rated load


recommended by KONE




8 630800 425

1100 x 14001600 x 2010

900 475 1650 x 2010

13 1000800 425

1100 x 21001600 x 2710

900 475 1650 x 2710

For elevator groups with through going cars please contact KONE staff.



2. Additional beamif needed

1.0 m/s 1.6 m/s 2.0 m/s 2.5 m/s



630 kg1250 1300 1500

1900

1000 kg 2000 (1900a))





630 kg / 1000 kg 2100

BB

205

WDDD

LR=LL+150

LL

FW FW

205

WW 1063693.eps

305

WD

LR=LL+150

BB

LL

305

FWWW

DD1063694.eps

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RESIDENTIAL BUILDINGSMaximum travel distance 70 m / 130 mSpeed 3.0, 3.5, 4.0, 5.0, 6.0 m/s

Please refer to the layouts and pit depth specified for office/hotel elevators on page 29 -33 (1 to 3 elevators in group).

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OFFICES / HOTELSMaximum travel distance 70 mSpeed 1.0, 1.6, 2.0 m/s Single entrance carsCenter opening doors



Number of

persons

Rated load


recommended by KONE




10 800800 425

1350 x 14001800 x 1900

900 475 2000 x 1900

13 1000900 475

1600 x 14002000 x 1900

1100 575 2400 x 190017 1275 1100 625 2000 x 1400 2500 x 200021 1600 1100 725 2100 x 1600 2600 x 220024 1800 1200 825 2350 x 1600 3000 x 2200






800 kg 1000 kg 1275 kg 1600 kg 1800 kg

1.0 m/s CH + 1600 CH + 2150

1.6 m/s CH + 1650 CH + 2200

2.0 m/s CH + 1850 CH + 2400

Pit depth PH (mm)800 kg 1000 kg 1275 kg 1600 kg 1800 kg

1.0 m/s 1250 1350 1350 1450

1.6 m/s 1300 1400 1400 1500

2.0 m/s 1500 1550 1550 1650

Car clear height CH (mm)800 - 1000 kg 2200 (recommended)

1275 - 1800 kg 2300 (recommended)

Minimum machine room clear height MH (mm) a)

a) Horizontal machine room dimensions are building specific. Please refer to page 15 ’Machine room dimensions’.

800 - 1800 kg 2100

LLLR=LL+150

WWFW

WDDD

BB

1063695.eps

WW2WB

WD

1063696.eps

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OFFICES / HOTELSMaximum travel distance 70 mSpeed 1.0, 1.6, 2.0 m/s Single entrance deep carsCenter opening doors



Number of

persons

Rated load


recommended by KONE




8 630800 425

1100 x 14001800 x 1800

900 475 2000 x 1800

13 1000800 425

1100 x 21001800 x 2500

900 475 2000 x 2500






630 kg 1000 kg

1.0 m/s CH + 1600

1.6 m/s CH + 1650

2.0 m/s CH + 1850

Pit depth PH (mm)630 kg 1000 kg

1.0 m/s 1250

1.6 m/s 1300

2.0 m/s 1500




630 - 1000 kg 2100

1019738.eps

DD

BB

LR=LL+150LL

FW FW

205

WD

WW

WD

WB

WW2 1063722.eps

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OFFICES / HOTELSMaximum travel distance 70 mSpeed 1.0, 1.6, 2.0 m/s Single entrance carsSide opening doors



Number of

persons

Rated load


recommended by KONE




8 630800 425

1100 x 14001600 x 1800

900 475 1650 x 1800

13 1000800 425

1100 x 21001600 x 2500

900 475 1650 x 2500






630 kg 1000 kg

1.0 m/s CH + 1600

1.6 m/s CH + 1650

2.0 m/s CH + 1850


1.0 m/s 1250

1.6 m/s 1300

2.0 m/s 1500




630 - 1000 kg 2100

LR=LL+150

BB

WD

LL

305

FWWW

DD

1064013.eps

WD

WB

WW2 1064014.eps

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24 (83) (S) 2010-05-21




OFFICES / HOTELSMaximum travel distance 70 mSpeed 1.0, 1.6, 2.0 m/s Through going carsCenter and side opening doors



Number of

persons

Rated load


recommended by KONE





8 630800 425

1100 x 14001800 x 1810

900 475 2000 x 1810

13 1000800 425

1100 x 21001800 x 2510

900 475 2000 x 2510

Side opening doors

Number of

persons

Rated load


recommended by KONE




8 630800 425

1100 x 14001600 x 2010

900 475 1650 x 2010

13 1000800 425

1100 x 21001600 x 2710

900 475 1650 x 2710

For elevator groups with through going cars please contact KONE staff.




630 kg 1000 kg

1.0 m/s CH + 1600

1.6 m/s CH + 1650

2.0 m/s CH + 1850


1.0 m/s 1250

1.6 m/s 1300

2.0 m/s 1500




630 - 1000 kg 2100

205

WDDD

BB

LR=LL+150LL

FW FW

205

WW 1063697.eps

305

WD

LR=LL+150

BB

LL

305

FWWW

DD

1063698.eps

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OFFICES / HOTELSMaximum travel distance 130 mSpeed 2.5 m/s Single entrance carsCenter opening doors



Number of

persons

Rated load


recommended by KONE




10 800800 450

1350 x 14001850 a) x 2000 a)

a) If decoration weight < 40% of rated load and/or H < 80 m, -50 mm smaller dimension is also possible

900 475 2000 x 2000 a)

13 1000900 525

1600 x 14002100b) x 2000 a)

b) If decoration weight < 40% of rated load and/or H < 80 m, -100 mm smaller dimension is also possible

1100 575 2400 x 2000 a)

17 1275 1100 625 2000 x 1400 2500 x 200018 1350 1100 650 2000 x 1500 2550 x 220021 1600 1100 700 2100 x 1600 2650 x 2300 b)

24 c)

c) Maximum travel distance H = 80 m

1800 1200 825 2350 x 1600 3000 x 2300



Headroom height SH (mm) Pit depth PH (mm)



800 - 1600 kgCH + 2100 (+300 mm, if car trap door needed)

800 kg 2000 (1900a))

a) If decoration weight < 40% of rated load and/or H < 80 m

1800 kg CH + 2650 1000 kg 2000 (1900b))

b) Please contact KONE staff.

1275 kg 2000

1350 kg 2000

1600 kg 2150 (2000b))

1800 kg 2100


1275- 1800 kg 2300 (recommended)

Minimum machine room clear height MH (mm) c)

c) Horizontal machine room dimensions are building specific. Please refer to page 15 ’Machine room dimensions’.

800 - 1800 kg 2100

LLLR=LL+150

WWFW

WDDD

BB

1063695.eps

WW2WB

WD

1063696.eps

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OFFICES / HOTELSMaximum travel distance 130 mSpeed 2.5 m/s Single entrance carsCenter opening doors



Number of

persons

Rated load


recommended by KONE




8 630800 425

1100 x 14001800 x 1800

900 475 2000 x 1800

13 a)

a) Maximum travel distance H = 80 m

1000800 425

1100 x 21001800 x 2500

900 475 2000 x 2500







630 kg 1900

1000 kg 2000 (1900a))

a) Please contact KONE staff.




800 - 1000 kg 2100

1019738.eps

DD

BB

LR=LL+150LL

FW FW

205

WD

WW

WD

WB

WW2 1063722.eps

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OFFICES / HOTELSMaximum travel distance 130 mSpeed 2.5 m/s Single entrance carsSide opening doors



Number of

persons

Rated load


recommended by KONE




8 630800 525

1100 x 14001700 x 1800

900 525 1700 x 1800

13 a)

a) Maximum travel distance H = 80 m

1000800 525

1100 x 21001700 x 2500

900 525 1700 x 2500







630 kg 1900

1000 kg 2000 (1900a))





630 - 1000 kg 2100

LR=LL+150

BB

WD

LL

305

FWWW

DD

1064013.eps

WD

WB

WW2 1064014.eps

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For elevator groups with through going cars, please contact KONE staff.

OFFICES / HOTELSMaximum travel distance 130 mSpeed 2.5 m/s Through going carsCenter opening and side opening doors



Number of

persons

Rated load


recommended by KONE





8 630800 425 1100 x 1400 1800 x 1810900 475 2000 x 1810

13b)

b) Maximum travel distance H = 80 m

1000800 425

1100 x 21001800 x 2510

900 475 2000 x 2510

Side opening doors

Number of

persons

Rated load


recommended by KONE




8 630800 525

1100 x 14001700 x 2010

900 525 1700 x 2010

13b) 1000800 525

1100 x 21001700 x 2710

900 525 1700 x 2710





630 kg 1900

1000 kg 2000 (1900a))





630 - 1000 kg 2100

205

WDDD

BB

LR=LL+150LL

FW FW

205

WW 1063697.eps

305

WD

LR=LL+150

BB

LL

305

FWWW

DD

1063698.eps

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OFFICES / HOTELSMaximum travel distance 150 m / 180 m

Speed 3.0 m/s (max travel 150 m), 3.5 m/s (max trav el 180 m)Single entrance carsCenter opening doors



Number of

persons

Rated load


recommended by KONE


recommended by KONE

LR = LL+200 when travel over 120 m; Note! FW 25 mm smaller than in table!

LL FW BB x DD WW x WD[kg] [mm] [mm] [mm] [mm]

8 630800 425

1100 x 14001800 x 2150

900 475 2000 x 2150

10 800800 475

1350 x 14001900 x 2150

900 475 2000 x 2150

13 1000900 550

1600 x 14002150 x 2150

1100 575 2400 x 215017 1275 1100 650 2000 x 1400 2550 x 215018 1350 1100 650 2000 x 1500 2550 x 225021 1600 1100 700 2100 x 1600 2650 x 2350




Pit depth PH (mm)



3.0 m/s 3.5 m/s 3.0 m/s 3.5 m/s

630 kgCH + 2600 CH + 2800

(+300 mm, if car trap doorneeded)

630 kg

2700

3600

800 kg 800 kg 3650 (3600a))


1000 kg 1000 kg

36501275 kg

CH + 2800

1275 kg

28001350 kg 1350 kg

1600 kg 1600 kg

Car clear height CH (mm)630 - 1600 kg 2200 - 2700



630 - 1600 kg 2100

LLLR=LL+150

WWFW

WDDD

BB

1063695.eps

WW2WB

WD

1063696.eps

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OFFICES / HOTELSMaximum travel distance 180 m

Speed 3.5 m/sSingle entrance carsCenter opening doors



Number of

persons

Rated load


recommended by KONE



[kg] [mm] [mm] [mm] [mm]24 1800 1200 800 2350 x 1600 3000 x 235026 2000 1200 800 2350 x 1700 3000 x 2450


WB = max. 120 mm, KONE dividing beam system




1800 - 2000 kg CH + 3250

Pit depth PH (mm)

1800 kg3700, H ≤ 140 m3850, H > 140 m

2000 kg3750, H ≤ 140 m3900, H > 140 m




1800 - 2000 kg 2800

LLLR=LL+200

WWFW

WDDD

BB

1064015.eps

WW2WB

WD

1063696.eps

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OFFICES / HOTELSMaximum travel distance 200 m, enhanced ride comfor t




Number of

persons

Rated load


recommended by KONE


recommended by KONELL FW BB x DD WW x WD (WW* x WD*)


13 1000900 550 1600 x 1400 2200 x 2150 (2400 x 2300)1100 550 1600 x 1400 2400 x 2150 (2400 x 2300)

17 1275 1100 625 2000 x 1400 2600 x 2150 (2600 x 2300)18 1350 1100 625 2000 x 1500 2600 x 2250 (2600 x 2400)21 1600 1100 700 2100 x 1600 2700 x 2350 (2700 x 2500) 24 1800 1200 800 2350 x 1600 3000 x 2350 (3000 x 2500)26 2000 1200 825 2350 x 1700 3050 x 2450 (3050 x 2600)

(WW* x WD*) = Hoistway internal dimensions if counterweight safety gear is used






1000 - 2000 kg CH + 3150 1000 - 2000 kg 4200




1000 -1600 kg 3300

1800 - 2000 kg 3750

LLLR=LL+200

WWFW

WDDD

BB

1064015.eps

WW2WB

WD

1063696.eps

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Number of

persons

Rated load


recommended by KONE




13 1000900 550 1600 x 1400 2200 x 2200 (2400 x 2300)1100 550 1600 x 1400 2400 x 2200 (2400 x 2300)

17 1275 1100 625 2000 x 1400 2600 x 2200 (2600 x 2300)18 1350 1100 625 2000 x 1500 2600 x 2300 (2600 x 2400) 21 1600 1100 700 2100 x 1600 2700 x 2400 (2700 x 2500)24 1800 1200 800 2350 x 1600 3000 x 2400 (3000 x 2500) 26 2000 1200 825 2350 x 1700 3050 x 2500 (3050 x 2600)







1000 - 2000 kg CH + 3200 1000 - 1800 kg 4250

2000 kg 4650




1000 -1350 kg 3300

1600 - 1800 kg 3750

2000 kg 4000

LLLR=LL+200

WWFW

WDDD

BB

1064015.eps

WW2WB

WD

1063696.eps

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OFFICES / HOTELSMaximum travel distance 300 m, enhanced ride comfor tSpeed 6 m/sSingle entrance carsCenter opening doors



Number of

persons

Rated load


recommended by KONE




13 1000900 550 1600 x 1400 2200 x 2200 (2400 x 2300) 1100 550 1600 x 1400 2400 x 2200 (2400 x 2300)

17 1275 1100 625 2000 x 1400 2600 x 2200 (2600 x 2300) 18 1350 1100 625 2000 x 1500 2600 x 2300 (2600 x 2400) 21 1600 1100 700 2100 x 1600 2700 x 2400 (2700 x 2500) 24 1800 1200 825 2350 x 1600 3050 x 2400 (3050 x 2500) 26 2000 1200 825 2350 x 1700 3050 x 2500 (3050 x 2600)







1000 - 2000 kg CH + 3550 1000 - 1800 kg 4400

2000 kg 4800

Car clear height CH (mm)1000 - 2000 kg 2200 - 2700 b)



1000 - 1350 kg 3300

1600 - 1800 kg 3750

2000 kg 4000

LLLR=LL+200

WWFW

WDDD

BB

1043179.eps

WW2WB

WD

1063696.eps

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Speed 7.0 m/s and 8.0 m/s

Single entrance carsCenter opening doors



Number of

persons

Rated load


recommended by KONE




13 1000900 600 1600 x 1400 2300 x 2300 (2400 x 2350)1100 550 1600 x 1400 2400 x 2300 (2400 x 2350)

17 1275 1100 625 2000 x 1400 2700 x 2300 (2700 x 2350)18 1350 1100 625 2000 x 1500 2700 x 2400 (2700 x 2450)21 1600 1100 700 2100 x 1600 2800 x 2500 (2800 x 2550)24 1800 1200 825 2350 x 1600 3050 x 2550 (3050 x 2550)26 2000 1200 825 2350 x 1700 3050 x 2600 (3050 x 2650)







7.0 m/s CH + 4800 (with air deflectors)


Pit depth PH (mm)1000 - 1600 kg 1800 - 2000 kg

7.0 m/s4750, H ≤ 300 m5850, H > 300 m

5850

8.0 m/s5500, H ≤ 300 m6450, H > 300 m

6450




1000 - 1600 kg 3750

1800 - 2000 kg 4000

LLLR=LL+200

WWFW

WDDD

BB

1043179.eps

WW2WB

WD

1063696.eps

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Speed 9.0 m/s and 10.0 m/s

Single entrance carsCenter opening doors



Number of

persons

Rated load


recommended by KONE




13 1000900 600 1600 x 1400 2300 x 2450 (2400 x 2500)1100 550 1600 x 1400 2400 x 2450 (2400 x 2500)

17 1275 1100 625 2000 x 1400 2700 x 2450 (2700 x 2500)18 1350 1100 625 2000 x 1500 2700 x 2500 (2700 x 2550)21 1600 1100 700 2100 x 1600 2800 x 2550 (2800 x 2600)24 1800 1200 825 2350 x 1600 3050 x 2550 (3050 x 2600)26 2000 1200 825 2350 x 1700 3050 x 2700 (3050 x 2750)









Pit depth PH (mm)1000 - 2000 kg

9.0 m/s 7050

10.0 m/s 7450




1000 - 1800 kg 4000

2000 kg 4750

LLLR=LL+200

WWFW

WDDD

BB

1043179.eps

WW2WB

WD

1063696.eps

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HEALTH CARE / SERVICE Maximum travel distance 80 m

Speed 1.0, 1.6, 2.0, 2.5 m/s

Single entrance carsSide opening doors



Number of

persons

Rated load


recommended by KONE



[kg] [mm] [mm] [mm] [mm]17 1275 1100 575 1200 x 2300 2000 x 270021 1600 1300 675 1400 x 2400 2300 x 280026 2000 1300 700 1500 x 2700 2500 x 3150

33 25001300 775

1800 x 2700 2800 x 31501400 725






1.0 m/s 1.6 m/s 2.0 m/s 2.5 m/s

1275 - 1600 kg CH + 1600 CH + 1650 CH + 1850CH + 2100 (+300 mm, if car trap door needed)

2000 - 2500 kg CH + 1750 CH + 1850 CH + 2050 CH + 2250


1275 kg1350 1400 1550

2000

1600 kg 2150 (2000a))


2000 - 2500 kg 1550 1600 1850 2200




1275 - 1800 kg 2100

2000 - 2500 kg 2600

WDDD

BB

LR=LL+150LL

WWFW

1020220.eps

WD

WW2WB

1064017.eps

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Speed 1.0, 1.6, 2.0, 2.5 m/s

Through going carsSide opening doors



Number of

persons

Rated load


recommended by KONE




[kg] [mm] [mm] [mm] [mm]17 1275 1100 575 1200 x 2300 2000 x 291021 1600 1300 675 1400 x 2400 2300 x 301026 2000 1300 700 1500 x 2700 2500 x 3310

33 25001300 775 1800 x 2700 2800 x 33101400 725 1800 x 2700 2800 x 3310






1.0 m/s 1.6 m/s 2.0 m/s 2.5 m/s

1275 - 1600 kg CH + 1600 CH + 1650 CH + 1850CH + 2100 (+300 mm, if car trap door needed)

2000 - 2500 kg CH + 1750 CH + 1850 CH + 2050 CH + 2250


1275 kg1350 1400 1550

2000

1600 kg 2150 (2000a))


2000 - 2500 kg 1550 1600 1850 2200




1275 - 1800 kg 2100

2000 - 2500 kg 2600

1064019.eps

305

WD

LR=LL+150

BB

LL

305

FWWW

DD

1064020.eps

WD

WBWW2

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Speed 3.0 m/s




Number of

personsRated load


recommended by KONE


recommended by KONE

LL FW1 FW2 BB x DD WW x WD

[kg] [mm] [mm] [mm] [mm] [mm]13 1000 900 650 350 1100 x 2100 2100 x 260017 1275 1100 625 275 1200 x 2300 2200 x 280018 1350 1100 650 350 1300 x 2300 2300 x 280021 1600 1300 700 300 1400 x 2400 2500 x 290024 1800 1300 700 300 1400 x 2550 2500 x 305026 2000 1400 750 300 1500 x 2700 2650 x 3200






1000 kg CH + 2600 1000 kg 2700

1275 - 1600 kg CH + 28001275 kg

2700, H ≤ 100 m2750, H > 100 m1800 - 2000 kg CH + 3250

1350 kg2700, H ≤ 100 m2750, H > 100 m

1600 kg 2750

1800 kg 2750

2000 kg 2800




1000 - 1600 kg 2100

1800 - 2000 kg 2800

WDDD

BB

LR=LL+200 FW2LL

WWFW1

1064021.eps

WD

WW2WB

1064017.eps

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Speed 3.5 m/s




Number of

personsRated load


recommended by KONE


recommended by KONE

LL FW1 FW2 BB x DD WW x WD

[kg] [mm] [mm] [mm] [mm] [mm]13 1000 900 650 350 1100 x 2100 2100 x 260017 1275 1100 650 300 1200 x 2300 2250 x 280018 1350 1100 700 350 1300 x 2300 2350 x 280021 1600 1300 700 300 1400 x 2400 2500 x 290024 1800 1300 700 300 1400 x 2550 2500 x 305026 2000 1400 750 300 1500 x 2700 2650 x 3200






1000 - 1600 kgCH + 2800(+300 if car trapdoor needed)

1000 kg4050, H ≤ 90 m4250, H ≤ 130 m4400, H > 130 m

1800 - 2000 kg CH + 32501275 kg

4100, H ≤ 80 m4250, H ≤ 130 m4400, H > 130 m

1350 kg4150, H ≤ 100 m4250, H ≤ 130 m4400, H > 130 m

1600 kg4150, H ≤ 100 m4250, H ≤ 130 m4400, H > 130 m

1800 kg4200, H ≤ 100 m4300, H ≤ 130 m4450, H > 130 m

2000 kg4250, H ≤ 100 m4350, H ≤ 120 m4550, H > 120 m




1000 - 1600 kg 2100

1800 - 2000 kg 2800

WDDD

BB

LR=LL+200 FW2LL

WWFW1

1064021.eps

WD

WW2WB

1064017.eps

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Speed 4.0 m/s




Number of

personsRated load


recommended by KONE


recommended by KONE

LL FW1 FW2 BB x DD WW x WD (WW* x WD*)

[kg] [mm] [mm] [mm] [mm] [mm]13 1000 900 650 350 1100 x 2100 2150 x 2650 (2250 x 2650)17 1275 1100 650 300 1200 x 2300 2250 x 2800 (2350 x 2800)18 1350 1100 700 350 1300 x 2300 2350 x 2800 (2450 x 2800)21 1600 1300 700 300 1400 x 2400 2450 x 2900 (2550 x 2900)24 1800 1300 700 300 1400 x 2550 2500 x 3050 (2600 x 3050)26 2000 1400 700 300 1500 x 2700 2600 x 3200 (2700 x 3200)33 2500 1400 850 450 1800 x 2700 2900 x 3200 (3000 x 3200)






Headroom height SH (mm) Pit depth PH (mm)1000 - 2500 kg CH + 3150 1000 - 2500 kg 4550




1000 - 1350 kg 3300

1600 - 2000 kg 3750

2500 kg 4750

WDDD

BB

LR=LL+200 FW2LL

WWFW1

1064021.eps

WD

WW2WB

1064017.eps

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Speed 5.0 m/s




Number of

personsRated load


recommended by KONE


recommended by KONE


[kg] [mm] [mm] [mm] [mm] [mm]13 1000 900 700 350 1100 x 2100 2200 x 2650 (2300 x 2650) 17 1275 1100 650 300 1200 x 2300 2250 x 2800 (2350 x 2800)18 1350 1100 700 350 1300 x 2300 2350 x 2800 (2450 x 2800)21 1600 1300 700 300 1400 x 2400 2450 x 2900 (2550 x 2900)24 1800 1300 700 300 1400 x 2550 2500 x 3050 (2600 x 3050)26 2000 1400 700 300 1500 x 2700 2600 x 3200 (2700 x 3200)33 2500 1400 850 450 1800 x 2700 2900 x 3200 (3000 x 3200)







1000 - 2500 kg CH + 3200 1000 - 2500 kg 4600




1000 - 2000 kg 3750

2500 kg 4750

WDDD

BB

LR=LL+200 FW2LL

WWFW1

1064021.eps

WD

WW2WB

1064017.eps

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Speed 6.0 m/s




Number of

persons

Rated load


recommended by KONE


recommended by KONELL FW1 FW2 BB x DD WW x WD (WW* x WD*)

[kg] [mm] [mm] [mm] [mm] [mm]13 1000 900 700 350 1100 x 2100 2200 x 2650 (2300 x 2650)17 1275 1100 650 300 1200 x 2300 2250 x 2800 (2350 x 2800)18 1350 1100 700 350 1300 x 2300 2350 x 2800 (2450 x 2800) 21 1600 1300 700 300 1400 x 2400 2500 x 2900 (2600 x 2900)24 1800 1300 700 300 1400 x 2550 2500 x 3050 (2600 x 3050)26 2000 1400 700 300 1500 x 2700 2600 x 3200 (2700 x 3200)33 2500 1400 850 450 1800 x 2700 2900 x 3200 (3000 x 3200)







1000 - 2500 kg CH + 3550 1000 - 2500 kg4750, H ≤ 300 m5400, H > 300 m




1000 - 1600 kg 3750

1800 - 2000 kg 4000

2500 kg 4750

WDDD

BB

LR=LL+200 FW2LL

WWFW1

1043291.eps

WD

WW2WB

1064017.eps

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Speed 7.0 and 8.0 m/s




Number of

persons

Rated load


recommended by KONE



[kg] [mm] [mm] [mm] [mm] [mm]13 1000 900 900 300 1100 x 2100 2300 x 2650 (2400 x 2650)17 1275 1100 800 300 1200 x 2300 2400 x 2800 (2500 x 2800)18 1350 1100 900 300 1300 x 2300 2500 x 2800 (2600 x 2800) 21 1600 1300 800 300 1400 x 2400 2600 x 2900 (2700 x 2900) 24 1800 1300 800 300 1400 x 2550 2600 x 3050 (2700 x 3050)26 2000 1400 800 300 1500 x 2700 2700 x 3200 (2800 x 3200) 33 2500 1400 950 450 1800 x 2700 3000 x 3200 (3100 x 3200)







1000 - 2000 kg 2500 kg

7.0 m/sCH + 4800 (with air deflectors)

CH + 5300 (with air deflectors)

8.0 m/sCH + 5600(with air deflectors)



7.0 m/s5100, H ≤ 300 m5750, H > 300 m

8.0 m/s5750, H ≤ 300 m6400, H > 300 m




1000 - 1350 kg 3750

1600 - 1800 kg 4000

2000 - 2500 kg 4750

WDDD

BB

LR=LL+200 FW2LL

WWFW1

1043291.eps

WD

WW2WB

1064017.eps

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Number of

persons

Rated load


recommended by KONE



[kg] [mm] [mm] [mm] [mm] [mm]13 1000 900 900 300 1100 x 2100 2400 x 2650 (2500 x 2650)17 1275 1100 800 300 1200 x 2300 2450 x 2800 (2550 x 2800)18 1350 1100 900 300 1300 x 2300 2500 x 2800 (2700 x 2800) 21 1600 1300 800 300 1400 x 2400 2650 x 2900 (2750 x 2900) 24 1800 1300 800 300 1400 x 2550 2650 x 3050 (2750 x 3050)26 2000 1400 800 300 1500 x 2700 2700 x 3200 (2850 x 3200) 33 2500 1400 950 450 1800 x 2700 3000 x 3200 (3150 x 3200)







1000 - 2000 kg 2500 kg



10.0 m/sCH + 6600(with air deflectors)



9.0 m/s 7000

10.0 m/s 7400




1000 - 1350 kg4000 (withoutCWT SG)

1350 - 2500 kg 4750 (with CWT SG)

WDDD

BB

LR=LL+200 FW2LL

WWFW1

1043291.eps

WD

WW2WB

1064017.eps

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GOODS-PASSENGER Maximum travel distance 250 m

Speed 4.0 m/s




Number of

persons

Rated load


recommended by KONE


recommended by KONE


[kg] [mm] [mm] [mm] [mm] [mm]24 1800 1300 700 300 1400 x 2550 2500 x 3050 (2600 x 3050)26 2000 1400 700 300 1500 x 2700 2600 x 3200 (2700 x 3200)33 2500 1400 850 450 1800 x 2700 2900 x 3200 (3000 x 3200)






1800 - 2500 kg CH + 3150 1800 - 2500 kg 4550




1800 - 2000 kg 3750

2500 kg 4750

WDDD

BB

LR=LL+200 FW2LL

WWFW1

1064021.eps

WD

WW2WB

1064017.eps

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Speed 4.0 m/s

Single entrance carsCenter opening 4-panel doors



Number of

persons


recommended by KONE


recommended by KONERated load


[kg] [mm] [mm] [mm] [mm] [mm]33 2500 1800 650 450 1800 x 2700 3100 x 3200 (3200 x 3200) 40 3000 1800 650 450 1800 x 3000 3100 x 3500 (3200 x 3500)46 3500 2100 650 550 2100 x 3000 3500 x 3500 (3600 x 3500)53 4000 2100 650 550 2100 x 3200 3500 x 3700 (3650 x 3700)






2500 kg CH + 3150 2500 kg 4550

3000 kg CH + 3300 3000 kg 4550

3500 kg CH + 3300 3500 kg 4550

4000 kg CH + 3300 4000 kg 4600




2500 - 4000 kg 4750

LLFW2FW1 LR=LL+200

WW

BB

DD WD

1063590.eps

WB

WD

1063591.epsWW2

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Speed 5.0 m/s




Number of

persons

Rated load


recommended by KONE









1800 - 2500 kg CH + 3200 1800 - 2500 kg 4600




1800 - 2000 kg 3750

2500 kg 4750

WDDD

BB

LR=LL+200 FW2LL

WWFW1

1064021.eps

WD

WW2WB

1064017.eps

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Speed 5.0 m/s




Number of

persons

Rated load


recommended by KONE



[kg] [mm] [mm] [mm] [mm] [mm]33 2500 1800 650 450 1800 x 2700 3100 x 3200 (3200 x 3200)40 3000 1800 650 450 1800 x 3000 3100 x 3500 (3200 x 3500)46 3500 2100 650 550 2100 x 3000 3500 x 3500 (3650 x 3500)53 4000 2100 650 550 2100 x 3200 3500 x 3700 (3650 x 3700)






2500 kg CH + 3200 2500 kg 4600

3000 kg CH + 3350 3000 kg 4600

3500 kg CH + 3350 3500 kg 4600

4000 kg CH + 3350 4000 kg 4650




2500 - 4000 kg 4750

LLFW2FW1 LR=LL+200

WW

BB

DD WD

1063590.eps

WB

WD

1063591.epsWW2

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Speed 6.0 m/s




Number of

persons

Rated load


recommended by KONE









1800 - 2500 kg CH + 3550 1800 -2500 kg4750, H ≤ 300 m5400, H > 300 m




1800 - 2000 kg 4000

2500 kg 4750

WDDD

BB

LR=LL+200 FW2LL

WWFW1

1064021.eps

WD

WW2WB

1064017.eps

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Speed 6.0 m/s




Number of

persons

Rated load


recommended by KONE



[kg] [mm] [mm] [mm] [mm] [mm]33 2500 1800 650 450 1800 x 2700 3100 x 3200 (3200 x 3200)40 3000 1800 650 450 1800 x 3000 3100 x 3500 (3200 x 3500)46 3500 2100 650 550 2100 x 3000 3500 x 3500 (3650 x 3500)53 4000 2100 650 550 2100 x 3200 3500 x 3700 (3650 x 3700)






2500 kg CH + 3550 2500 kg4750, H ≤ 300 m5400, H > 300 m

3000 kg CH + 3700 3000 kg4750, H ≤ 300 m5400, H > 300 m

3500 kg CH + 3700 3500 kg4750, H ≤ 300 m5400, H > 300 m

4000 kg CH + 3700 4000 kg4800, H ≤ 300 m5450, H > 300 m




2500 - 4000 kg 4750

LLFW2FW1 LR=LL+200

WW

BB

DD WD

1063590.eps

WB

WD

1063591.epsWW2

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GOODS-PASSENGERMaximum travel distance 400 m


Single entrance cars

Side opening doors



Number of

persons

Rated load


recommended by KONE





For each additional elevator in the same hoistway, please add width of the dividing beam and clear width for one elevator to the hoistway width.One elevator: WWTwo elevators: WW2 = 2 x WW + WBThree elevators: WW3 = 3 x WW + 2 x WB

Four elevators: WW4 = 4 x WW + 3 x WB




1800 - 2000 kg 2500 kg






7.0 m/s5100, H ≤ 300 m5750, H > 300 m

8.0 m/s5750, H ≤ 300 m6400, H > 300 m




1800 kg 4000

2000 - 2500 kg 4750

WDDD

BB

LR=LL+200 FW2LL

WWFW1

1064021.eps

WD

WW2WB

1064017.eps

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Center opening 4-panel doors



Number of

persons

Rated load


recommended by KONE



[kg] [mm] [mm] [mm] [mm] [mm]33 2500 1800 750 450 1800 x 2700 3200 x 3200 (3300 x 3200)40 3000 1800 750 450 1800 x 3000 3200 x 3500 (3300 x 3500)46 3500 2100 750 550 2100 x 3000 3600 x 3500 (3700 x 3500) 53 4000 2100 750 550 2100 x 3200 3600 x 3700 (3700 x 3700)








Pit depth PH (mm)2500 - 3500 kg 4000 kg

7.0 m/s5100, H ≤ 300 m5750, H > 300 m

5150, H ≤ 300 m5800, H > 300 m

8.0 m/s5750, H ≤ 300 m6400, H > 300 m

5800, H ≤ 300 m6450, H > 300 m




2500 - 4000 kg 4750

LLFW2FW1 LR=LL+200

WW

BB

DD WD

1063590.eps

WB

WD

1063591.epsWW2

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Center opening 4-panel doors



Number of

persons

Rated load


recommended by KONE



[kg] [mm] [mm] [mm] [mm] [mm]33 2500 1800 750 450 1800 x 2700 3200 x 3200 (3300 x 3200)40 3000 1800 750 450 1800 x 3000 3200 x 3500 (3300 x 3500)46 3500 2100 750 550 2100 x 3000 3600 x 3500 (3700 x 3500) 53 4000 2100 750 550 2100 x 3200 3600 x 3700 (3700 x 3700)



LLFW2FW1 LR=LL+200

WW

BB

DD WD

1063590.eps

WB

WD

1063591.epsWW2






Pit depth PH (mm)2500 - 3500 kg 4000 kg

9.0 m/s 7000 7050

10.0 m/s 7400 7450



2500 - 4000 kg 4750


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5 INTERIOR DESIGN

KONE can provide interior options ranging fromstandard designs to fully customized designs suitedto all building types. Also eco-efficient and vandalresistant designs, materials and lighting areavailable. For choice of designs and materialsplease refer to KONE sales staff.

5.1 Car interior design

Weight of elevator cars is crucial in elevator design.Weight has an impact on car layout (balance), sizeof motor and other components and potentially evenon size of machine room. Car weight also affectsenergy consumption of elevators. In order to keepthe schedules and keep costs down, KONErecommends making elevator car design choices intwo phases, as some decisions have an impact oncar weight.

5.1.1 Phase one design decisions

It is important to know early if heavy materials areused in car interior. Typically such materials arestone, glass and wood. Equally any electricalequipment in elevator car may affect to number, sizeand weight of traveling cables. Typically suchequipment are security cameras, info screens andair conditioning units. Also ride comfort packs havea considerable impact on the car weight. Refer tochapter 9 ’Ride Comfort’.

Due to the above reasons, it is best to make a safeallowance for car interior weight. It is also important

to decide early if all cars are identical or different, asthis affects amount of design work.

Also any special car features are to be discussedearly.

5.1.2 Phase two design decisions

Once car interior weight has been estimated, the cardesign can be finalized. The car interior can beeither from KONE standard offering, or alternativelyeither partly or fully customized. Please refer toKONE sales staff for designs, materials, colors andcomponents including lighting.

5.1.3 Emergency doors in elevator cars

Local rescue and evacuation regulations mayrequire emergency doors in elevator cars, whichmay place restrictions on car interior design.

Emergency doors (minimum size 350 x 1800 mm)on car wall can be used only if adjacent elevator canbe used for evacuation operation (distance betweenelevator cars must not exceed 750 mm). If thedistance is greater, please contact KONE sales stafffor alternative solutions.

A trap door in elevator roof and evacuation doors inthe hoistway walls are required, if the distancebetween served floors exceeds 11 m. Please notethat rescue regulations may require doors inotherwise non-served floors. Refer to chapter 6.2.

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5.2 Landing doors

5.2.1 Door dimensions

KONE standard door clear opening heights are2100 – 2700 mm, at 100 mm intervals. KONEstandard door clear opening widths are 800 – 1200mm, at 100 mm intervals. For other door dimensionsand limitations of fire rated door sizes, pleasecontact KONE sales staff. All doors are available ascenter or side opening models. Please note that alloptions may not be fire rated.

5.2.2 Door frame types

Landing doors have two alternative visible framewidths: 50 mm and 150 mm. The choice has animpact on structural opening dimensions as shownin the table below. Door dimensions on thedimension pages are based on using the narrowframe width (50 mm). The structural openingdimensions below apply also to side opening doors.

Please note that restricted height of floors (car parksetc.) may restrict choice of door frames, and eventype of sill fixing. Therefore, if floor to floor distanceis less than 540 mm higher than required clear dooropening, please consult KONE sales staff. They canhelp you choose a suitable frame type and anappropriate sill fixing method.

Landing signalization is usually installed on the wall.In case of 150 mm frame there can be cutouts forthe specified landing signal equipment in the doorframe. For further details please contact KONEsales staff.

5.2.3 Doors with surrounding steel panels

Doors with surrounding steel panels are available asan alternative to structural front wall of elevatorhoistway.

Door with 50 mm frame Door with 150 mm frame

Structural opening dimensionsLR = LL + 150HR = HH + 80

Structural opening dimensionsLR = LL + 360HR = HH + 225

Minimum floor to floor distance HFmin

HFmin = HH + 450 -25 a) or HH + 380 -25 b)

a) Sill fixing in the elevator hoistway

b) Sill fixing on the floor

HFmin = HH +540 -25 a) or HH + 505 -25 b)

LL = door clear opening width HH = door clear opening heightLR = structural opening width HR = structural opening height

50

LL

HH

1062991.eps

150

LL

HH

1062992.eps

Center opening door with surrounding steel panels

Structural opening dimensionsLR = LL + 2 x LA + 60±25

HR = HH + HA + 30


HFmin = HH + HA + 345 -25 a) or HH + HA + 335 -25 b)

LL = door clear opening width HH = door clear opening heightLR = structural opening width HR = structural opening heightLA = surrounding steel panel width

LALA1000366.eps

LL

HHHA

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Side opening door with surrounding steel panels Standard widths of doors and panels

Side openingLA LB470

170220270

520620

-

720

770

Center openingLL LA800 470

900 5201100 6201200 670

1300 -1400 -

Structural opening dimensionsLR = LL + 2 x LA + LB + 60±25

HR = HH + HA +30


HFmin = HH + HA + 345 -25 a) or HH + HA + 335 -25 b)

LL = door clear opening width HH = door clear opening heightLR = structural opening width HR = structural opening heightLA and LB = surrounding steel panel width

Door with top extension panelsDepending on door design also top extension panel (HB) is available. a)

HR HH HA HB

260020002100

370270

200200

270020002100

470370

200200

280020002100

470370

300300

290020002100

470370

400400

300020002100

470370

500500

NOTE! There will be cutouts for the specified landing signal equipment in the panel.

HR = structural opening height HH = door clear opening heightHA = door transom height HB = top extension panel height

a) The design above is for buildings with low traffic intensity. Not suited for high rise buildings. Door clear opening width up to1100 mm only.

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5.2.4 Door finishes

For available door panel and frame finishes pleasecontact KONE sales staff. In addition to standardmodels KONE can provide also customizedfinishes.

5.2.5 Doors with glass panes

Door panels with half or full window (center and sideopening doors) or full glass doors (center openingdoors only) are also available. Structural openingdimensions LR and HR are the same as withstandard door types. Due to their weight glass doorsmay require additional strengthening of surroundingstructures. Please consider dimensionalimplications to hoistway depth. Visual appearance isshown below.

50 mm frame

150 mm frame Door with surrounding steel panels

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5.3 Landing signalization

KONE can provide wall mounted and free standinglanding signalization models as standard options.Wall mounted options can be either recessed orsurface mounted. Landing call stations can be eithertouch screen or push button operated. For EN 81-70standard compliance KONE recommends the use ofpush buttons.

When destination control system (refer to chapter 3)is used, the destination operation panel can be wallmounted, free standing or access control turnstileintegrated module. The decision whetherdestination control system or conventional controlsystem is used affects a string of other decisionsfrom machine room size to cabling, and shouldtherefore be made early. Please note that freestanding and turnstile operating panels requireunder floor cabling from hoistway.

Number of landing call stations is to be decidedearly. KONE recommends use of at least twoseparate landing call stations per floor for eachelevator group. This is to provide for back-up, aspossible malfunction of landing call station maydisable elevators.

Please contact KONE sales staff for design andprecise location of signalization devices.

1050

150

1050

170

150

1050

170

1000362.eps

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5.4 Vandal resistance

Vandal resistance requirement has an impact on carand landing signalization designs and materials.KONE has extensive experience in vandal resistantelevators, please discuss available options withKONE sales staff.

5.5 Quality inspection - use of mock-up car

Depending on the degree of customization, eithersamples of materials and details, or a full-sizemock-up car built at KONE factory can be used forquality inspection purposes. A mock-up car can beequipped with the chosen lighting, mirrors, doors,signalization, etc. An early decision about thepossible need for a mock-up car is important, asconstruction of it may require a long lead time due todelivery of special materials. When the mock-up carhas been approved, KONE will use that for finaldelivery.

5.6 Impact on design of adjoining spaces

If evacuation doors or air pressure relief vents arerequired on hoistway wall, it may have an impact ondesign of spaces adjacent to elevator hoistway. Therequired openings may be large, and earlyconsideration is therefore required. Please alsocheck fire compartments. Refer to chapter 6.2 andchapter 6.4.

6 STRUCTURAL DESIGN

It is important that KONE gets complete 3-dimensional understanding of the hoistway spaceand structure. Providing hoistway dimensions earlyenables KONE engineers to plan the most suitableand cost-efficient fixing methods of hoistingcomponents. Therefore, please provide KONE floorplans and sections with clearly marked slab levels(TOS) and finished floor levels (FFL). It is useful totie dimensions to surrounding grid lines. It is alsoimportant to know of any possible irregularities inhoistway walls, as these may affect method of guiderail fixing. For example, change of hoistway crosssection, change in wall thickness or possible non-load-bearing wall structure have an impact onelevator design.

If possible, please provide structural engineer’sdrawings in CAD format rather than as PDF, as thislessens risk of relevant information going missing.

6.1 Minimum distance between floors

If finished floor levels are closer than in the tablebelow through going cars cannot provide access toall floors.

Speed (m/s) Minimum distance between floors (mm)

1 4001.6 460

2.0 5002.5 5503.5 650

4.0 – 10.0 700

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6.2 Emergency exit openings

Emergency exit openings, minimum opening 350 x1800 mm, are required in the elevator hoistway ifthe distance between served floors exceeds 11 m.Rescue regulations may also require additionaldoors in otherwise non-served floors. These doorscan be either normal elevator doors (without landingcall buttons) or other doors, but there must be doorcontacts connected to elevator safety circuit. Pleaseconsider also fire compartment continuity in thisarea. Refer to chapter 5.6.

6.3 Structural door openings

Hoistway wall / landing door -interface depends onconstruction of wall. Please consider interface early,including structure, fixing of door as well as details.

Landing doors have two alternative visible framewidths: 50 mm and 150 mm. The choice is linked tostructural opening dimensions, see chapter 5.2.

6.4 Air pressure relief openings

Air flow in a single hoistway is much faster than inmultiple hoistways due to piston effect (turbulent airflow between elevator car outer walls and hoistwaywalls).

Without careful consideration the resulting car noisemay clearly exceed the specified car sound level.Buffeting when passing doors may be audible andfeel uncomfortable, and both car doors and landingdoors may whistle at high speeds.

Primarily KONE advises to lessen these problemsby avoiding placing passenger elevators in singlehoistways. If single hoistways are necessary, it isadvised not to have high speed elevators in them.As fire fighting elevators are usually and preferablyin single hoistways, the rated speed should not bemore than 5 m/s to minimize turbulence noise andbuffeting when passing doors.

Also, single hoistways are best placed next to otherelevators, so as to enable air pressure reliefopenings lead to a larger hoistway, and to enableinstallation of fire dampers between the twohoistways.

Constructing air relief vents in hoistway wallsreduces speed of air around the car. Need for ventsdepends on elevator size in relation to hoistwaysize, as well as speed of elevator. Generally needfor air pressure relief vents should be checked forelevators faster than 4 – 6 m/s.

1. Minimum distance between floors

Fast elevator car in a single hoistway

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It is often difficult to find place for these vents, as incase of single hoistways the vents cannot alwayslead to adjoining hoistways. The required vent holecross area may vary from 1.5 to 4 m2 depending oncar and hoistway size, rated speed and whetheraerodynamic air deflectors are provided or not.Vertical openings are recommended. Distancebetween vent holes depends on elevator speed: for4 m/s elevators at every 12 m centres, for 6 m/s at18, for 8 m/s at every 24 m centres, and for 10 m/sat every 30 m centres (please refer also to chapter9.3).

Please consult KONE sales staff for suitable venthole dimensioning and channel routing to complywith the noise level specification and to avoid otherunexpected implications.

6.5 Recesses for landing signalization

Refer to chapter 5.2 and chapter 5.3 for the locationof signalization devices. For precise position anddimensions, please contact KONE sales staff.

6.6 Fixing of guide rails, doors and sills

If possible, guide rail brackets should be fixed toconcrete floor slabs, as this will result to a quietersound than if brackets are fixed to walls.

In concrete core buildings standard guide rail fixingsare usually used. In block work hoistway walls a

bonding beam or special guide rail fixingarrangements are need to be agreed betweenKONE and the builder. In case of steel hoistways,additional steel structures are often required forguide rail fixings, as fixing bracket spacing over 4.2m is not recommended. There may be no fixingpoints for the guide rails between concrete floorslabs, and floor to floor distance in main lobbies isoften 5 – 6 m.

Hoistway front wall is sometimes made of dry liningor other light material even in concrete hoistways. Inthat case additional steel structures are required forfixing landing doors. KONE can offer KONE SASTM

option, Stand Alone System for fixing landing doors,as a standard solution.

Please consult KONE sales staff for suitable slabedge and sill details. For example a pre-castrecessed edge may be required in hoistways withlimited plan area, or a raised slab edge is requiredfor sill fixings in those cases wheretelecommunication cables etc. below the finishedfloor require a lot of space.

6.7 Bringing in elevator machine and other large components

Elevator machines are sometimes large and heavy.It may be necessary to provide a special opening inmachine room enclosure for potential replacementor repair of machines. Strength of floor slabsthroughout the transporting route must also be

1. Vertical vent holes

*) Distance between vent holes depends on elevator speed

12...

30

KONE SASTM option

CL A

B

A

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sufficient, if it is not possible to lift the machine indirectly using crane. Please refer to case specificmethod statement and route.

Also other large and heavy components - evenelevator cars - are sometimes transported in to abuilding in one piece. If this is the case, pleasediscuss logistics / exit strategy with KONE salesstaff.

6.8 Lifting points in machine room

Suitable lifting points must be provided in themachine room for installing heavy elevatorcomponents like elevator car, counterweight, guiderails and machine. In addition these lifting points areutilized in rescue operations.

The capacity for lifting the car must be:

– 20 000 N (speed ≤ 2.5 m/s and load ≤ 1800 kg orspeed ≤ 3.5 m/s and load ≤1600 kg)

– 80 000 N (for other speeds and loads)– 160 000 N (> 250 m travels)

Sometimes a beam directly under the machineroom ceiling is required for installation and repairpurposes.

The exact location of lifting arrangement is shown inthe case specific general arrangement drawings,please contact KONE sales staff. In the examplebelow the lifting beams positions below machineroom ceiling have been highlighted.

NOTE! Rescue and service elevators may requireadditional lifting points in machine roomceiling or beams. Discuss with sales staff.

6.9 Openings on machine room floor

Openings are required in machine room slab forelevator suspension ropes, overspeed governorropes as well as for installation purposes. Theirdimensions and exact positions are shown in theKONE elevator specific general arrangementdrawings.

Cross sections

1. Lifting beam, recommended height is 200 mm with max. 3 m span2. Additional beam if requiredMD = Machine room depthMH = Machine room heightWD = Hoistway depth**) For the actual machine room depth please contact KONE sales staff or see the Dimensions pages.

1 MD = WD **)

MH

1060287.eps

1

MH

WD

MD **)

2

1063466.wmf

Lifting beams

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6.10 Reaction forces

Reaction forces of elevator exert particularly to thefollowing areas:

– Machine room floor and ceiling– Pit floor below car guide rails and counterweight

guide rails– Pit floor below car buffers and counterweight

buffers– Pit floor at the fixing point of rope compensator– Hoistway wall at guide bracket fixing points– Floor slab edge by landing doors (Goods -

Passenger elevators)

REACTION FORCES a)

SPEED v [m/s]

RATED LOADQ [kg]

ON PIT FLOOR [kN] b) ON MACHINE ROOM FLOOR [kN] b)

R1 R2 R3 R4 without

cwt

safety

gear

R4 with

cwt

safety

gear

R5 R10 R11 R12 R13 R14 R15

up to 3.5 630 102 90 59

Onl

y w

hen

coun

terw

eigh

t saf

ety

gear

s ar

e us

ed,

plea

se c

onta

ct K

ON

E s

ales

sta

ff.

P

leas

e co

ntac

t KO

NE

sal

es s

taff

74 c) 26 - -

up to 3.5 800 122 106 64 89 c) 17 35 39

up to 3.5 1000 146 126 70 107 c) 20 41 46

up to 3.5 1275 172 146 77 126 c) 22 48 54

up to 3.5 1350 178 151 78 130 c) 23 49 56

up to 3.5 1600 196 164 83 143 c) 25 52 60

up to 2.5 1800 176 140 64 - 22 39 48

up to 2.5 2000 200 160 70 - 28 44 54

up to 2.5 2500 232 182 82 - 31 50 62

3.51800 234 198 99 171 39 62 71

2000 248 208 112 181 41 65 75

4.02:1 roping

d)

800 140 124 80 102 25 55 57

1000 160 140 85 117 27 59 62

1275 160 135 85 117 27 58 63

1350 184 157 81 134 30 62 68

1600 194 162 72 142 29 58 65

4.0

1000 176 161 94 36 126 57 - -

1275 206 187 102 36 148 64 - -

1350 212 190 103 36 152 65 - -

1600 238 211 110 36 170 76 - -

1800 258 227 116 36 185 79 - -

2000 274 239 130 45 196 84 - -

2500 316 273 174 57 2 x 126 113 - -

3000 356 303 187 69 2 x 140 122 - -

3500 396 333 181 69 2 x 154 131 - -

4000 432 359 191 69 2 x 167 146 - -

5.0

1000 176 163 109 45 151 60 - -

1275 206 188 116 45 173 67 - -

1350 212 192 118 45 177 71 - -

1600 238 213 125 45 195 79 - -

1800 258 229 130 45 210 84 - -

2000 274 241 146 57 221 87 - -

2500 316 274 194 68 2 x 138 116 - -

3000 356 304 206 83 2 x 152 125 - -

3500 396 334 218 83 2 x 167 137 - -

4000 432 360 227 83 2 x 180 145 - -

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6.0

1000 176 164 122 54

Ple

ase

cont

act K

ON

E s

ales

sta

ff.

176 62 - -

1275 206 190 130 54 198 75 - -

1350 212 193 132 54 202 76 - -

1600 238 214 138 54 220 82 - -

1800 258 230 158 68 235 86 - -

2000 274 242 162 68 246 90 - -

2500 316 276 213 79 2 x 151 123 - -

3000 356 306 226 96 2 x 165 132 - -

3500 396 336 238 96 2 x 179 143 - -

4000 432 362 250 96 2 x 192 152 - -

7.0

1000 182 173 182 72 230 77 - -

1275 212 199 187 72 252 84 - -

1350 218 202 188 72 256 85 - -

1600 244 223 189 72 275 89 - -

1800 264 239 197 72 289 106 - -

2000 282 253 200 72 302 110 - -

2500 316 277 234 91 2 x 163 126 - -

3000 356 307 248 110 2 x 177 138 - -

3500 396 337 258 110 2 x 192 147 - -

4000 432 363 271 110 2 x 205 156 - -

8.0

1000 182 173 182 72 230 77 - -

1275 212 199 213 72 252 84 - -

1350 218 202 214 72 256 85 - -

1600 244 223 215 72 275 89 - -

1800 264 239 223 72 289 106 - -

2000 282 253 226 72 302 110 - -

2500 316 277 234 91 2 x 163 129 - -

3000 356 307 248 110 2 x 177 138 - -

3500 396 337 264 110 2 x 192 148 - -

4000 432 363 271 110 2 x 205 156 - -

REACTION FORCES a)

SPEED v [m/s]

RATED LOADQ [kg]


R1 R2 R3 R4 without

cwt

safety

gear

R4 with

cwt

safety

gear

R5 R10 R11 R12 R13 R14 R15

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9.0

1000 192 187 185 72 178 237 90 - -

1275 222 211 217 72 184 259 98 - -

1350 228 217 219 72 185 263 99 - -

1600 252 235 223 72 189 280 105 - -

1800 272 252 226 72 191 295 109 - -

2000 292 266 230 72 195 309 113 - -

2500 336 301 236 91 202 2 x 170 131 - -

3000 372 328 261 110 221 2 x 183 144 - -

3500 400 359 269 110 253 2 x 193 153 - -

4000 436 367 276 110 257 2 x 206 157 - -

10.0

1000 192 187 210 72 178 237 90 - -

1275 222 211 217 72 184 259 98 - -

1350 228 217 219 72 185 263 99 - -

1600 252 235 223 72 189 280 105 - -

1800 272 252 226 72 191 295 109 - -

2000 292 266 230 72 195 309 113 - -

2500 336 301 236 91 202 2 x 170 131 - -

3000 382 338 263 110 223 2 x 187 146 - -

3500 414 359 269 110 253 2 x 198 153 - -

4000 448 383 276 110 257 2 x 210 163 - -

a) For the R1 – R15 positions see the following figures. 2 x R5 means two compensators (counterweight on side).

b) With typical car size and weight arrangement and max. travel

c) R5 only with 3.5 m/s, forces affect upwards

d) MX18 machine with limited decoration allowance and 0.8 m/s2 acceleration only

REACTION FORCES a)

SPEED v [m/s]

RATED LOADQ [kg]


R1 R2 R3 R4 without

cwt

safety

gear

R4 with

cwt

safety

gear

R5 R10 R11 R12 R13 R14 R15

TRAVELLING CABLE REACTION FORCE R6 [kN]H SPEED v [m/s]

4.0 – 8.0 9.0 – 10.0250 2,5 5,0300 4,5 6,0350 5,0 7,0

400 6,0 7,5

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Figure 1. Reaction forces in pit bottom a)

Counterweight at the rear

Figure 2. Reaction forces in machine room b)

Machine beams (optional)

a) Counterweight at rear or at side

b) If the counterweight is on side then machine will be turned 90°.

1000179.eps

R4

R2 R3

R4

R4 R4R2

R5

R1 R3

R15

R14

R11R10

R13R12

1021756.eps

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Standard reaction forces to hoistway wall

The following tables show the calculated elevatorreaction forces in standard cases according toelevator nominal load. This information is meant forinitial elevator hoistway planning. Accurateinformation is available on the building specificdrawings.

6.11 Pit equipment fixing

Car buffer, counterweight buffers and ropecompensators with lock down devices must be fixedto the pit. In high rise buildings reaction forces areso great that special structural means must beprovided to ensure proper fixing. Please contact

KONE sales staff for more details.

6.12 Building sway

Wind induced sway of buildings may make elevatorropes and cables sway. This may have an impact onelevator design in buildings over 200 m tall or slimbuildings over 150 m tall, like TV towers. To selectsuitable rope sway countermeasures 1st and 2nd

mode natural frequencies, bending modes andamplitudes of the building are required. Duringstormy weather building sway may restrict elevatorservice for safety reasons.

Please consult with KONE sales staff in order todetermine the best solution for your building.

6.13 Sun-induced drift

In case of tall buildings possible sun induced drift isto be taken into account in elevator layout design.

6.14 Hoistway tolerances

A tolerance of ± 25 mm (travel H ≤ 120 m) or ± 40mm (travel H > 120 m) out of plumb is allowed inelevator hoistways. Please note that thesetolerances apply not only to finished structures, butalso during elevator installation.

Load [kg] P [kN] S [kN]630 1.5 0.7

800 1.8 0.8

1000 1.8 1.3

1275 2.2 1.4

1350 2.3 1.4

1600 2.6 1.5

1800 3.0 1.6

2000 3.3 1.8

2500 3.2 2.6

3000 3.4 3.0

3500 4.3 3.3

4000 4.8 4.0

S

P

1062993.eps

Fx

Fy

1. Plumb line2. Top floor level3. Bottom floor level

H = TravelSH = Headroom heightPH = Pit height

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7 ELECTRICAL DESIGN

The values in this Planning guide are based on 240starts/hour with 60% ED.

7.1 Main power supply

The following power supply types from building arepossible with KONE MiniSpaceTM elevators:

A riser for the elevator must be supplied by thebuilder. For elevator groups it is possible to provideeither one riser per elevator or a common riser forthe elevator group (maximum 4 elevators/riser). Incase of more than 4 elevators in the same machineroom two risers are required.

Please contact KONE sales staff to get informationconcerning sizes and types of main switches.Special main switch series developed by KONE isrecommended for low and mid rise elevators. Forhigh rise and/or high duty elevators commercialmain switches supplied by others are to be used.

7.2 Power supply for hoistway network

In the case of single elevators with more than 11landings and always in the case of an elevatorgroup, a 230 VAC power supply should beconnected to the main switch unit of the segmentedhoistway network. The power supply should have a16 A C-curve fuse and ground, and preferably beconnected via the building’s emergency lightingsupply, if available. Two power supplies are neededif there are more than four elevators in a group. Theamount of power supplies must be confirmed byKONE.

The main switch unit for the segmented elevatorhoistway network is provided either by KONE orother contractor. It is located in a separate

-40+40

-40+40

+25-25

+25-25

0+2

5-2

5+2

5 0+2

5

2

3

HSH

PH

1026825.eps

+40

H > 120 m

H <- 120 m

0+4

0-4

0

H < - 1

20 m

H

> 1

20 m

H < - 1

20 m

+4

0 0H

> 1

20 m

H < - 1

20 m

H

> 1

20 m

1

IEC type Supply wiresTN-S L1+L2+L3+N+PE

TN-C-S L1+L2+L3+N+PETT L1+L2+L3+N

TN-C L1+L2+L3+PENIT L1+L2+L3

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enclosure on the machine room wall.

7.3 Stand-by power

If an elevator car needs to be moved during a powerfailure and no additional stand-by power is provided,an emergency battery drive is needed. This is to beprovided by Emeregency Battery Drive (EBD) orUninterruptible Power Supply (UPS) device. Spacerequirement for the equipment is to be taken intoaccount in machine room layout design. Largebuildings should always have stand-by-power.

7.4 Current and fuse sizes

The table on the next page shows information onelevator power supply requirements for a typicalsingle elevator (acceleration 0.8 m/s2, decorationweight 40% of the load). The information is basedon IEC60364 standard and GGL fuse.Thisinformation is meant for initial building planningpurposes.

Equivalent line supply current (I se) is the effectivecurrent calculated over a longer period so thatelevator duty, door times etc. are considered. Thiscurrent determines temperature rise in the drive,supply cables and fuses.

NOTE! Fuse sizes (riser fuse and main fuse) instandard elevators can be determined based ontypical/precalculated equivalent line supply current.In mid and high rise elevators, the acceleration rateand extra masses should be included in determiningIse.

Max. acceleration line supply current (I sa) (whichtakes place at the end of acceleration) is used tocheck the voltage drop in the line supply. This valueoften determines the main fuse size in high riseelevators.

Main fuse is used to protect the main switch,control panel and its supply cable in case of a shortcircuit. In an elevator group main fuse sizing is veryimportant preventing riser fuse from blowing up.Equivalent line supply current (Ise) is the basis formain fuse sizing.

Nominal line current (without lighting I sn):

This is the current [A] that the elevator requires forthe full load full speed up travel (= full load linecurrent).

The given current values are valid for main supplyvoltage 400 VAC. Allowed voltage variation is(+10% / -15%).

For other voltage, contact KONE sales staff.

Power (P n):

Nominal line power Pn Isn Un× 3×=( )

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Load Q Speed v Travel HEquivalent line

supply current I se

Max. acceleration line supply current I sa

Main fuse

Nominal line current (without car &

hoistway lighting and without segmented hoistway

electrification) I sn

Power P n

[kg] [m/s] [m] [A] [A] [A] [A] [kVA]630

1.0

≤ 70

10 18 16 11 8

800 13 23 16 14 101000 15 27 16 16 111275 18 31 20 19 13

1600 22 39 25 23 161800 23 41 25 24 172000

≤ 5522 40 25 23 16

2500 29 60 35 30 21630

1.6 ≤ 70

14 24 16 15 10

800 17 31 20 18 121000 21 37 25 22 151275 24 45 35 26 18

1600 31 57 35 33 231800 34 62 50 36 252000 34 67 50 36 25

2500 42 91 50 45 31630

2.0 ≤ 70

16 28 20 17 12800 19 36 25 21 15

1000 24 44 35 26 181275 29 56 35 32 221600 37 70 50 40 28

1800 40 76 50 44 302000 40 82 50 44 302500 50 111 63 54 37

630

2.5

≤ 130 22 50 25 23 16

800≤ 70 26 59 35 28 19

≤ 130 31 69 35 32 22

1000

≤ 130

33 70 35 35 241275 38 88 50 40 281350 40 92 50 42 29

1600 46 106 50 48 331800

≤ 8049 95 63 54 37

2000 48 101 63 53 37

2500 61 133 80 66 46

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630

3

≤ 150 22 48 25 23 16800 27 60 35 29 20

1000≤ 120 33 72 35 35 24

≤ 150 34 74 50 36 251275 ≤ 150 40 96 50 42 291350 42 100 50 44 30

1600≤ 70 45 101 50 51 35

≤ 150 49 121 63 52 36630

3.5

≤ 180 25 62 35 27 19

800 32 91 35 32 22

1000≤ 120 36 91 50 38 26≤ 180 41 111 50 41 28

1275≤ 99 45 110 50 49 34

≤ 180 48 135 63 50 35

1350≤ 120 49 120 63 52 36

≤ 180 51 140 63 52 36

1600≤ 120 56 138 63 60 42≤ 180 59 155 80 60 42

800

4.0 a)

≤ 120 32 94 50 33 20≤ 180 32 103 50 33 20≤ 240 32 119 50 33 21

1000≤ 120 39 111 50 41 25≤ 180 39 125 50 41 25≤ 240 39 136 63 41 25

1275≤ 120 50 135 63 52 31≤ 180 50 145 63 52 32≤ 240 50 148 63 52 32

1350≤ 120 53 141 63 55 33≤ 150 53 151 63 55 34≤ 210 53 155 63 55 34

1600 ≤ 120 63 156 80 65 39a) Typical values for elevators with normal car interior weights and normal use. In case of heavy use please see the next page, loads 1000 - 1600 kg 4.0 m/s travels up to 250 m or contact KONE sales staff.


supply current I se


Main fuse




Power P n

[kg] [m/s] [m] [A] [A] [A] [A] [kVA]

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1000

4.0

200 56 158 63 59 411275 200 68 192 80 71 491350 200 71 199 80 74 51

1600 200 75 205 80 79 551800 200 82 224 100 87 602000 200 90 247 100 95 66

2500 250 108 280 125 115 793000 250 124 278 160 134 933500 250 142 311 160 153 106

4000 250 161 349 200 174 1211000

5.0

250 67 205 80 68 471275 250 81 245 100 82 57

1350 250 80 229 100 83 571600 250 92 264 100 96 671800 250 102 288 125 106 74

2000 250 111 310 125 117 812500 300 133 356 160 140 973000 300 151 350 160 164 113

3500 300 172 395 200 186 1294000 300 196 437 250 213 1471000

6.0

300 82 253 100 82 57

1275 300 93 278 100 95 651350 300 97 286 125 99 681600 300 110 320 125 114 79

1800 300 122 348 160 126 872000 300 132 374 160 138 952500 350 164 442 200 171 119

3000 350 184 432 200 199 1383500 350 207 485 250 225 1564000 350 236 554 250 256 177

1000

7.0

400 108 328 125 80 551275 400 122 372 160 98 68

1350 400 125 381 160 103 711600 400 137 417 160 130 901800 400 141 421 160 138 96

2000 400 150 445 160 151 1052500 400 191 528 250 198 1373000 400 212 522 250 227 157

3500 400 240 576 315 259 1804000 400 274 658 315 296 205


supply current I se


Main fuse




Power P n

[kg] [m/s] [m] [A] [A] [A] [A] [kVA]

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1000

8.0

400 125 371 160 93 641275 400 141 420 160 114 791350 400 145 430 160 119 82

1600 400 157 467 200 146 1011800 400 163 477 200 156 1082000 400 172 504 200 170 118

2500 400 215 611 250 223 1553000 400 237 590 250 256 1783500 400 275 684 315 298 206

4000 400 306 743 400 335 2321000

9.0

400 197 535 250 124 861275 400 211 585 250 145 101

1350 400 210 577 250 151 1051600 400 222 618 250 171 1181800 400 234 652 250 186 129

2000 400 243 684 315 202 1402500 400 270 773 315 242 1683000 400 274 727 315 285 198

3500 400 306 794 400 325 2254000 400 335 848 400 364 2521000

10.0

400 222 592 250 136 94

1275 400 239 648 315 160 1111350 400 237 639 250 166 1151600 400 251 684 315 188 130

1800 400 264 722 315 205 1422000 400 274 758 315 223 1542500 400 305 856 400 267 185

3000 400 304 811 400 315 2183500 400 337 877 400 359 2494000 400 372 950 400 405 281


supply current I se


Main fuse




Power P n

[kg] [m/s] [m] [A] [A] [A] [A] [kVA]

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7.5 Diversity factor for elevator groups

The use of diversity factors is recommended asfollows.

Calculate the total sum of the equivalent currentsaffecting the same riser:

Isesum = I se1 + Ise2 + Ise3 + ...

Divide the sum with the biggest elevator equivalentcurrent:

n = Isesum / I semax

Select the diversity factor based on the table below:

Note that when the main supply transformer is used,the primary side current Ise' is calculated as follows:

Ise' = 1.05 x (Usnl / Usnl' ) x Ise

Usnl = Nominal supply voltage on secondary side ofthe transformer, in most of the cases 400 V

Usnl' = Nominal building supply voltage

Total sum of the equivalent currents affecting thesame riser is then:

Ise'sum = I se'1 + Ise'2 + Ise'3 + ...

The sum divided with the biggest elevatorequivalent current is:

n = Ise'sum / I se'max

These can be used as a basis for evaluating costsavings possible through using lower diversityfactors. For larger installations, please contactKONE sales staff.

7.6 Landing signalization

For landing signalization please refer to chapter 5.3.

7.7 Cabling required by others

The following options available from KONE requirecabling beyond the machine room to be supplied byothers:

– KONE Remote monitoring (KRM) or other voicelink solutions connected to Rescue Center

– Destination control system (DCS) with pedestaltype of Destination Operation Panel

– Access control system (ACS) integration– Building management system (KONE E-LinkTM)– Intercom between machine room and building

supervision room– Info screens

For cabling requirements please contact KONEsales staff.

Lighting and socket outlets in machine room will beprovided by others.

Cabling between elevator car and machine roomwill be provided by KONE.

Please refer also to chapter 11 ’BuildingManagement Integration’.

7.8 Door contacts at emergency exit doors

Please note that there must be door contactsconnected to elevator safety circuit at possibleemergency exit doors.

n Diversity factor

Isesum’Equivalent current

affecting the same risern > 2 1.00 1.00 x Isesum2 ≤ n < 3 0.95 0.95 x Isesum3 ≤ n < 4 0.90 0.90 x Isesum

4 ≤ n < 5 0.85 0.85 x Isesumn ≥ 5 0.80 0.80 x Isesum

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8 MECHANICAL DESIGN

8.1 Machine room ventilation

To ensure reliable operation of elevator equipment,ventilation of machine room should meet thefollowing conditions:

– Ambient temperature: +5 to +40 °C– Maximum relative humidity: 85%

Please consider the impact of possible airconditioning units to the machine room spacerequirement. Also consider adequate service spacefor all equipment.

High system efficiencies up to 96% (using advancedKONE EcoDisc® Permanent Magnet SynchronousMotor technology) mean low thermal lossescompared with typical values of other elevatorcompanies.

The table below shows typical thermal losses for asingle KONE MiniSpaceTM elevator. This informationis meant for initial planning purposes. The actualvalues depend strongly on real travel height, carinterior weight and number of starts.

For the case specific thermal losses and moredetailed specifications for the machine roomventilation please contact KONE sales staff.

Load Elevator speed Thermal losses in machine room

[kg] [m/s] [kW] 630

1.0

1.6800 1.5

1000 1.81275 2.01600 2.31800 2.52000 2.52500 2.8

630

1.6

1.6800 1.8

1000 2.81275 2.31600 2.81800 2.92000 3.52500 4.0630

2.0

2.0800 2.2

1000 2.51275 2.81600 3.31800 3.72000 4.42500 3.5a)

630

2.5

3.0800 3.4

1000 3.71275 4.61350 4.71600 5.41800 4.42000 4.72500 3.5a)

630

3.0

2.6 a)

800 2.9 a)

1000 3.1 a)

1275 3.4 a)

1350 3.4 a)

1600 3.8 a)

630

3.5

3.1 a)

800 3.5 a)

1000 3.7 a)

1275 4.2 a)

1350 4.3 a)

1600 4.6 a)


[kg] [m/s] [kW]

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8.2 Hoistway ventilation

To ensure acceptable working conditions formaintenance personnel and reliable operation of theelevator equipment, ventilation of hoistway shouldmeet the following conditions:

– Ambient temperature: +5 to +40 °C – Maximum relative humidity: 95% to prevent

condensation

800

4.0

2.7 a)

1000 51275 61350 61600 61800 62000 62500 73000 83500 84000 91000

5.0

6 (250 m)1275 7 (250 m)1350 6 (250 m)1600 7 (250 m)1800 7 (250 m)2000 8 (250 m)2500 8 (300 m)3000 9 (300 m)3500 9 (300 m)4000 11 (300 m)1000

6.0

7 (300 m)1275 7 (300 m)1350 7 (300 m)1600 8 (300 m)1800 9 (300 m)2000 9 (300 m)2500 10 (350 m)3000 11 (350 m)3500 11 (350 m)4000 12 (350 m)1000

7.0

10 (400 m)1275 11 (400 m)1350 11 (400 m)1600 12 (400 m)1800 10 (400 m)2000 11 (400 m)2500 11 (400 m)3000 12 (400 m)3500 13 (400 m)4000 14 (400 m)


[kg] [m/s] [kW] 1000

8.0

11 (400 m)1275 12 (400 m)1350 12 (400 m)1600 13 (400 m)1800 11 (400 m)2000 11 (400 m)2500 12 (400 m)3000 13 (400 m)3500 15 (400 m)4000 16 (400 m)1000

9.0

11 (400 m)1275 12 (400 m)1350 12 (400 m)1600 12 (400 m)1800 12 (400 m)2000 13 (400 m)2500 14 (400 m)3000 13 (400 m)3500 14 (400 m)4000 15 (400 m)1000

10.0

12 (400 m)1275 12 (400 m)1350 12 (400 m)1600 13 (400 m)1800 13 (400 m)2000 13 (400 m)2500 15 (400 m)3000 14 (400 m)3500 15 (400 m)4000 16 (400 m)

a) Due to regenerative drive (MLB), thermal losses aresmaller


[kg] [m/s] [kW]

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8.3 Elevator car ventilation

Forced ventilation is normally necessary to providefresh air and sufficient cooling at least in offices andhotels. In hot climates inblowing fans are used. Incold climates exhaust fans are more common. Toselect suitable fan(s) and air flow direction pleasediscuss with KONE sales staff.

8.4 Elevator car air conditioning

Air conditioning is normally not practical in elevatorsin non glazed hoistways. In a building with airconditioned lobbies separate air conditioning in thecar is normally not needed. In a building with non airconditioned lobbies having air conditioning inelevator cars may prove useless, as constantopening and closing of doors may make itineffective.

Air conditioning of elevator cars requires early andcareful consideration, as the weight of AC-unit mayrequire a larger elevator motor. This in turn mayhave further implications to machine room size etc.An AC-unit also requires an additional opening inthe car interior panels, as well as specific electricalrequirements.

9 RIDE COMFORT

Ride comfort interacts with several disciplines –elevator design, building design, structural,mechanical and electrical design. Therefore it has tobe considered at initial stages of design. Carefulplanning, component selection, expert installation,and on-site verification at handover are essential forgood ride comfort.

9.1 In-car vibration and noise

Elevator ride comfort depends on variousparameters: noise, vertical vibration, lateral quaking,car dynamics, door dynamics and door noise.KONE uses its own classification system (A-AAA)for in-car ride comfort. Several ride comfort packsare available to provide optimum ride comfort,depending on specification requirements and speedof elevator. Early specification of in-car sound andvibration metrics is essential as ride comfort packsaffect car weight. For more information pleaseconsult your local KONE sales staff.

9.2 Vibration and noise external to car

9.2.1 Noise and vibration in occupied areas

If possible, it is advisable not to have spaces withparticularly high requirements for silence next toelevator hoistways. The most suitable areas to benext to elevator hoistways are public areas, storage,toilets, staircases etc.

If noise level in rooms adjacent to elevator hoistwayis critical, it is best to fix guide rail brackets to floorslab levels in order to reduce structure borne noise.

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It is important to discuss layout issues with KONEsales staff as early as possible, as later change ofnoise level specification may be impossible or verycostly.

9.2.2 Lobby areas

Noise and vibration in the lobby areas depend onelevator speed and hoistway/building design. It isimportant to discuss this matter with KONE salesstaff as early as possible.

9.2.3 Machine room

Noise and vibration in machine room depend onelevator speed and machine room design. Pleasediscuss this matter with KONE sales staff early.

9.3 Air turbulence

Fast elevators (4 m/s and upwards) in singlehoistways cause fast airflow around elevator car.Please refer to chapter 6.4. This may increase noiselevel in elevator car - buffeting when passinglanding doors and whistling of car and landing doorscan be heard. This is particularly the case if thehoistway area is relatively small in relation to the cararea. The noise level can be reduced by increasinghoistway area or constructing vent holes to hoistwaywalls.

At high speeds aerodynamics of elevators can alsobe improved by using air deflectors fixed to top andbottom of elevator cars. Air deflectors reduce noisecaused by air turbulence and increase ride comfort.

Depending on noise level specification air deflectorsare typically recommended for 6 – 10 m/s elevatorsin single shafts and 7 – 10 m/s elevators in multipleshafts. Aerodynamic air deflectors require additionalheight in the hoistway - please refer to chapter 4.For alternative solutions, please discuss with KONEsales staff.

9.4 Tunnel effect

If elevator hoistway is wider at the bottom andnarrower towards the top, the sudden reduction ofhoistway cross section area causes throttling of airflow in front of the car. This may cause a shock of upto 10 dB(A) noise, if no preventive measures havebeen taken. Therefore if there are two or threeelevators with different travel heights in a commonhoistway a transition area that smoothly reduces thehoistway cross section may be needed. The lengthof this transition section should be such that itcorresponds to about 3 seconds travel at the ratedspeed of the elevator.

9.5 Pressure change

Air pressure varies in tall buildings. Change ofpressure can be felt in fast elevators, similarly as inairplanes. Human ear can adapt to the change, butspeed of adaptation varies from person to person.Healthy passengers do not normally feel anydiscomfort if speed of elevators is less than 7 m/sand travel distance is less than 300 meters. It maybe good to advise passengers not to use 7 – 10 m/selevators for continuous travel of over 300 meterswhen having flu. Also babies' ears may adapt tochange of pressure slower. Stopping at a transferfloor can help in this respect, as it gives inner eartime to adapt.

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10 SPECIAL FUNCTIONS

10.1 Construction time use

Using elevators during construction time enablessafe and efficient vertical transportation of peopleand goods. This will allow for earlier completion andwill save money.

It is possible to use permanent, fully installedelevators during construction period. This optionrequires protecting car interior, doors andarchitraves and using temporary push buttons.

It is also possible to use staged CTU (constructiontime use) method. The CTU elevator is taken intouse with temporary machine room as elevatorhoistway is built for example half way up. Thisenables the elevator to be used already whilst thehoistway has not reached it’s full height. Atemporary machine room is installed on steel beamsand later transferred upwards. The elevator cannotbe used during the transfer. Staged CTU installationrequires installation of temporary protection decks inthe hoistway for safety reasons. Fixing load bearingsteel beams that support these decks requiresspecial recesses on hoistway wall.

KONE has developed a third system, called KONEJumpLift™, that enables serving newly built floors assoon as they are constructed. KONE JumpLift™

installation starts after approximately 15 meters ofhoistway is built. After installation elevator canalready be used. Then installation proceeds 2 – 3floors at a time, providing elevator service for thenew floors each time. The transfer can take as littleas 4 hours. Also JumpLift™ requires fixing loadbearing steel beams that support protection decks,and consequently recesses on hoistway walls. Aftercompletion of the project, KONE JumpLift™ isquickly converted into the building's permanentelevator. KONE JumpLift™ speed range is 2.5 – 4.0m/s, load 1000 – 4000 kg. KONE JumpLift™ is inline with dimensions in this Planning Guide. Pleasenote that during installation storage space for ropingis required near the pit of elevator.

Using elevators during construction time requiresbuilding specific and careful planning. Please

consult KONE sales staff for special design as wellas structural, electrical, etc. requirements early.

10.2 Fire fighting elevators

The main purpose of fire fighting elevators is forfiremen to bring up their equipment during a fire.

The following requirements are typically to befulfilled:

– Fire fighting elevator is to serve every floor of thebuilding

– Elevator is to reach the furthest floor from fireservice access level within 60 seconds fromclosing of elevator door

– Fire and smoke protection of lobby and elevatorhoistway

– Fire protection of primary and secondary powersupply

– Water protection of machine room– Suitable means to prevent water level not to rise

above the allowed level in the elevator pit– Rescue methods between elevator car and

landings (emergency trap door in the car roof,ladders)

– Closed staircase in close proximity to fire fightingelevator

– Fire fighting elevators often also require widerhoistways than given in the Dimension pages ofthis Planning guide to accomodate the ladder

There are no global regulations specifying when firefighting elevators are required - therefore local fireregulations must be followed. A generalrecommendation, however, is to have one firefighting elevator per fire escape route when thetravel distance is more than 70 m. In case thebuilding footprint is large, it is recommended to havemore than one fire fighting elevator.

Refer to chapter 12 ’Elevator regulations’.

10.3 Evacuation

Currently the primary means of escape isemergency stairways. There are no agreed codes ornorms that give a role to elevators in evacuating

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buildings. However post 9/11 debate recognizesthat suitably prepared elevators can make buildingssafer in the event of emergencies.

The use of emergency evacuation elevator systemswill affect the positioning and layout of elevators inrelation to other elements of the evacuation system- for example emergency stairwells, protectedlobbies and refuge spaces, and also the position ofthese systems in the building. It will also affect theprovision of emergency power, communicationsystems, sensors and monitoring equipment. Spaceshould be allowed for the location of for examplegenerators, control rooms and electrical and otherductwork risers.

Council on Tall Buildings and Urban Habitat haspublished "Emergency Evacuation, ElevatorSystems Guideline". The Guideline will identify keyissues that design teams should consider in thedevelopment of emergency evacuation systems.Please contact KONE sales staff for moreinformation.

11 BUILDING MANAGEMENT INTEGRATION

The following systems are typically integrated withelevator system:

– Equipment monitoring (Cabling: CAN, RS orLAN Ethernet)

– Fire detection system (Potential free contacts inmachine room and/or hoistway)

– Access control system (Cabling: Potential freecontacts in machine room or LAN Ethernet)

– Info screens in elevator cars (Cabling: LANEthernet)

– Security cameras (CCTV) (Cabling: Coaxialcable or LAN Ethernet)

– Intercom between elevator car, machine roomand building supervision room (Cabling: Twistedpairs)

– A visible and audible alarm signal from elevatorcar to 24 h rescue centre (RJ-11-telephonesocket in machine room or GSM-terminal onelevator cabin roof)

– Material transportation robot– Seismic sensors (Cabling: Potential free

contacts in machine room)– Building sway sensors (Cabling: Potential free

contacts in machine room)

Cabling between elevator car and machine roomwill be provided by KONE. For contractualresponsibilities and specification of cabling pleaserefer to KONE sales staff.

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12 ELEVATOR REGULATIONS

Although EN standards are widely used in Europe,there are also other standards and rules. KONEsales staff are happy to advise you on regulationand standard issues. KONE recommends that theseissues are discussed at initial stages of design, asregulations and standards may have an impact onelevator design as well as building design.

The following norms, regulations and guide lines aremost important in designing elevators.

Lift directive 95/16/EC

Law, including demands for example relating torescue

Safety rules for the construction and installationof elevators EN 81-1

Remote alarm on elevators EN 81-28

Accessibility to elevators EN 81-70

Vandal resistant elevators EN 81-71

Fire fighting lifts EN 81-72

Many features of fire fighting elevators haveimplications on building design already at initialstages. Therefore please discuss with KONE salesstaff early. Refer to chapter 10.2.

Behavior of elevators in the event of fire EN 81-73

Electromagnetic compatibility (EMC) Directive89/336/ECC (Electrical interference)

13 ADDITIONAL INFORMATION

Please contact KONE sales staff or visit KONEinternet site for the following additional information:

Related technical documents

– KONE PolarisTM Destination Control System – Elevatoring tall buildings– KONE I-LinkTM, Intelligent configurable Display– KONE JumpLiftTM, Construction time use of

elevator – KONE Remote Monitoring– KONE E-LinkTM Equipment monitoring– KONE Access Control Solution

Brochures

– KONE Eco-efficientTM solutions– KONE solutions for office buildings– KONE MiniSpaceTM elevator platform– KONE C-series elevators for office buildings– KONE PolarisTM

– KONE E-LinkTM

– KONE JumpLiftTM

Design tools

– KONE Quick Traffic calculation toolhttp://www.kone.com/countries/en_MP/tools

– KONE PlanulatorTM dimensioning tool http://www.kone.com/countries/en_MP/tools

Internet site

– www.kone.com

– KONE Major Projects internet sitewww.kone.com/majorprojects

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14 APPROVALS AND VERSION HISTORY

Compiled by: Information Product Author / Sirpa Vuori Document structure / Vuokko Löksy

Checked by: Director, Technology - Major Projects / Johannes de Jong KTO Product Platform Manager / Tomi Sipilä

Approved by: Sales & Offering Management, Integrated Solutions / Harri Länsiö

Issue Date Description of change Ref CR Approved byH 2002-11-01 MiniSpace release 1.5. Simo Lassila

J 2004-02-04MiniSpace release 1.6. Document ID is changed (extension -EUR added)

Pentti Puhakka

K 2004-06-30 Pit heights for 1350 kg up to 2.0 m/s added. Pentti Puhakka

L 2005-06-28 4 m/s with MX18 / V3F25-MLB platform added. Pentti Puhakka

M 2005-11-157 and 8 m/s rated speed addedWB = max 140 mm replaced with WB = max 120 mm(KONE dividing beam system)

Pentti Puhakka

N 2006-10-31Reaction forces in the pit and in the machine room corrected for the speed 4.0 m/s with MX32/40

Pentti Puhakka

P 2007-04-02KONE GuideOn DCS product name replaced with KONE PolarisTM Pro DCS. KoneXion removed and KRM with GSM option added.

Reijo Päivärinta

Q 2007-06-04Section 7.2 "Current needed for group elevators"changed.

Luca Galbiati

R 2009-05-04MiniSpace Release 1.8. New document structure and contents.

Deb Robbins

S 2010-05-21 MiniSpace Release 1.9 update Harri Länsiö

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15 CONTACT INFORMATION

For additional information please contact localKONE sales staff or refer to internet site: http://www.kone.com

KONE GLOBAL HEADQUARTERS

KONE Corporation FinlandKeilasatama 302150 EspooFinlandTel. +358 (0)204 751Fax. +358 (0)204 754496Email: [email protected]

planning guide for europe kone minispace

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