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Record book

- Topless hydraulic luffing crane MTL220-10 -

LUXcranes L-6686 Mertert Luxembourg Crane type : MTL220-10 Serial number : MTL220.001 Year of manufacturing : 2013 MTI-LUX S.A. Telefon : 00352 / 26 72 94 46 30 L-6866 Mertert Fax : 00352 / 26 72 94 46 46

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Table of contents Page no.: 1. Foreword 3 2. General remarks 4 3. Master data 5

- Declaration of conformity 6 4. Specification sheet tower crane 7 + 8

- load charts (with and without M-Tronic) - Tower heights TH15.3 - Speeds of the drives

5. Motors, gearboxes, equipment and safety devices 9 6. Supplementary sheet 10 7. Foundation loadings, corner pressure and counterweights 11 - 17 - Tower heights for TH15.3 with different jib lengths - Foundation loadings for the different tower heights - applied pressure of different cross bases - counter weight ballast 8. Erection sequence with the loads 18 + 19 9. Certification of the rope 20 - hoist rope 10. Certification of the hook 21 11. Periodical reviews / inspections 22

- Inspection reports see chapter 12 12. Further documents and certifications 23

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1. Foreword For the testing of the crane the following regulations must be considered: - National rules for the testing of the crane - Guidelines of the European Union - Standards of the European Union - Accident prevention regulations - National standards - Other national standards (power connection etc.) To guarantee the proper realisation of the returning checks, it is recommended to the manufacturer to deliver a crane test book with the crane consisting of: - EC-declaration of confirmation - Master data sheet - Extra master data sheet - Supplementary sheets - Certification of ropes and hook - Proof of testing before the first erection - Proof of testing of the type of the crane - Proof of testing after substantial changing - Proof / certification of other testing If necessary please attach extra documentations to this record book. Completeness of the record book must be checked every time. If necessary attach new documents to this record book. It is not permitted to take out documents once have been attached.

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2. General Remarks When carrying out inspections on tower cranes the following shall be observed: - The national accident prevention rules.

- Standards and directives.

The completeness of the crane Test record book (the existence of all sheets indicated) shall be checked by the experienced technicians or expert engineers (see ISO 9927-1). The crane test record book shall be completed accordingly.

Repeat order of blank sheets for the periodical inspection is possible. Inspections Inspections prior to first use and after major modifications: 1. The user shall ensure that power driven cranes are tested by an expert engineer before being operated for the first time or before return to service following major modifications. Sentence 1 applies also to other cranes with a load capacity exceeding 1000 kg. 2. Testing prior to first use of a new crane as required by paragraph 1 include correct assembling, equipment and readiness for commissioning. 3. Testing before initial operation of a new crane as required by paragraph 1 is not necessary if the crane is delivered ready for commissioning and accompanied by evidence of type testing (EC type-Examination) or the EC-Declaration of conformity. Periodic inspections 1. The user shall ensure that in accordance with their operating conditions and local circumstances at appropriate intervals, but at least once a year, cranes are subjected to all necessary inspections by an experienced technician. The user shall further ensure that tower cranes are inspected by an experienced technician each time they are erected or converted to a new configuration. 2. The user shall ensure, that a) power driven tower cranes b) power driven mobile cranes, c) power driven derrick cranes, which change their places of operation and d) truck-mounted loading cranes are inspected by an expert engineer at least every 4 years. 3. The user shall ensure that power driven cranes beyond paragraph 2 are inspected in the 18th year and then each year by an expert engineer. 4. Paragraph 2 does not apply for permanent erected truck-mounted loading cranes. Crane test record book The user shall ensure that the results of the inspections carried out as specified above are entered into a test record book. Expert engineers These can be members of a government run or authorised technical inspecting office or persons nominated by the industrial insurance authorities. These inspections do not cover other regulations required by authorities, e. g. the Highway Code.

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3. Master sheet for tower cranes:

Manufacturer: LUXCranes 51, route de Wasserbillig L-6686 Mertert Year of manufacturing: 2013 Date of delivery: 01 / 2014 Type: MTL 220-10 Serial number: MTL 220.001 Type of crane: Luffing crane Use of crane: building crane Crane classification DIN 15018: H1 / B3 FEM 1.001: A3 / E2 Maximum load and radius: 10t x 25,8m with 30m jib

(more see load chart) Standard place of control stand: on-board cabin To this record book are belonging all sheets signed out in the table of contents. Mertert, 09.12.2013 ………………………. …………………………….. place, date signature of manufacturer

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Declaration of Conformity

EG-Declaration of Conformity In accordance with EC machinery directive 2006/42/EG, attachment II A

LUXCranes

51, route de Wasserbillig L-6686 Mertert

Herewith we declare the following Crane-type: MTL 220-10 Serial number: MTL 220.001 Type of crane: Luffing crane Use of crane: building crane Is in accordance with all following listed EC-directives: Machinery directive 2006/42/EG Low voltage directive 2006/95/EG EMC-directive 2004/108/EG Noise directive 2005/88/EG (including all associated changing directives) Particularly used harmonisation of standards DIN EN 14439 Tower cranes FEM 1.005 structural safety of tower cranes DIN EN 60204 electrical equipment of machines (part 32) DIN EN 13557 cranes – controls and control stations DIN EN 14492 power driven winches and hoists EN ISO 13849-1 defect assessment of control systems FEM 1.007 take into service „safety instructions for tower cranes“ DIN EN 13001 cranes – steel structure Particularly used German national standards BGV A3 Electrical installation and equipment BGV D8 winches, hoist- and pulling device BGV D6 cranes DIN 15020 hoisting devices – basics for the ropes The attachment VII of the directive 2006/42/EC has been taken into consideration. ----------------------------------------- -------------------------------------------- place, date stamp, signature, name

FEM 1.001

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4. Specification sheet with load chart and tower heights (TH15.3)

1/2-fall rope

10,0 ton Topless Hydraulic

Luffing crane 220-10MTL

Tower TS15.3

TH15.3

TH15.3

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4.1 Load chart MTL220-10 without M-Tronic

4.2 load chart MTL220-10 with M-Tronic

Remarks: When the option “M-Tronic” is set into operation all crane drives are looked to each other, that means, you can use only one drive after the other!

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5. Motors, gears and safety devices 5.1. General technical data: Crane type: MTL 220-10 Serial number: MTL220.001 Jib (Position): 0-85° Radius (maximal) : 55,0 m Load tip (Max. R.) 3,1t (with M-Tronic 3,41t) Position of cabin: slewing platform Type of drives: squirrel cage motors Power connection: 400 Volt, 50 Hertz, 87 KVA Control voltage: 110 Volt, 50 Hertz Dead weight of upper crane: 27,0t steel structure + 32,4t counter weight 5.2. Safety devices: Max load limiter: existing Load moment limiter: existing Warning device: existing / horn Jib angle limiter: existing Hoist limiter: existing 5.3 Motors, gearboxes & brakes: 5.3.1 Motors

drive power hertz Duty cycle type prot. Rotation Hoist motor 45,0 kW 50 Hz 40 % (S3) DRS225M IP 55 0 – 300 min-1

Slewing motor 2 x 5,5 kW 50 Hz 40 % (S3) LS 112 ALU IP 55 0 – 1480 min-1

Hydraulic motor 22,0 kW 50 Hz 40 % (S3) DRS 160 LC IP 55 0 – 2600 min-1

5.3.2 gearboxes

drive type ratio remarks Hoist winch K 127 31,37 Slewing unit OLS 3403 143,0 pinion : m = 10, z = 13

Hydraulic unit - -

5.3.3 brakes

drive brake type description braking moment Hoist winch disc brake BE 32 600 Nm

Slewing winch disc brake FCR 2 x 32 Nm

Luffing hydraulic unit - - -

5.3.4 other equipment

use description identification Slewing ring m = 10, z = 188 34502.30.45.0-0.1720.00

Slip ring center slewing ring 220 A

limiter hoist / 2 x Encoder -

limiter luffer / 2 x Encoder

limiter Load / 2 x load cell SKA 2

limiter Load moment / PLC (see above) -

Hydraulic ram Move jib / 1 x ram HR 280/180/3000

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6. Supplementary sheet Crane type: MTL220-10 Serial number: MTL220.001 6.1. Ropes

use d in mm length in m identification manufacturer remarks Hoist rope 18 350 Starlift Casar Fmin = 246,5 kN

- - - - -

- - - - -

6.2 Hook

use identification Y in mm capacity manufacturer hoist RSN 5 V B-FM171 120 10,0t Robert Grass

DIN 15401

Marks

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7. Foundation loadings, applied pressure and ballast weights

7.1 Foundation loadings MTL220-10 on different tower heights with anchors

Jib length 30m – 55m with tower sections TH15.3 All values out of service are based on the calculation by EN14439, wind zone C25, and crane in weather faning conditions.

MTL220-10 with 30m jib length

tow

er

heig

ht

crane in service

Crane out of service wind region C25

Foundation plate

Tow

er

sectio

ns

M V H M V H l h P

ground

(m) (kNm) (kN) (kN) (kNm) (kN) (kN) (m) (m) (kN/m²) (no)

12,2 2459 665,5 29,8 2258 529,9 92,2 6,0 1,6 119,48 2

18,2 2685 697,3 32,1 2772 561,9 102,8 6,4 1,6 119,72 3

24,2 2943 729,5 34,4 3358 593,9 113,5 6,8 1,6 119,97 4

30,2 3236 761,5 36,7 4023 625,9 124,1 7,3 1,6 116,09 5

36,2 3572 793,5 39,0 4776 657,9 134,8 7,7 1,6 116,64 6

42,2 3957 825,5 41,2 5628 689,9 145,4 8,1 1,6 117,39 7

48,2 4402 857,5 43,5 6595 721,9 156,0 8,5 1,6 118,42 8

MTL220-10 with 35,0m jib length

tow

er

heig

ht

crane in service

Crane out of service wind region C25

Foundation plate

Tow

er

sectio

ns

M V H M V H l h P

ground

(m) (kNm) (kN) (kN) (kNm) (kN) (kN) (m) (m) (kN/m²) (no)

12,2 2710 671,4 31,4 2361 535,9 96,4 6,1 1,6 118,89 2

18,2 2950 703,4 33,7 2898 567,9 107,1 6,5 1,6 119,40 3

24,2 3224 735,4 36,0 3508 599,9 117,7 6,9 1,6 119,85 4

30,2 3535 767,4 38,2 4198 631,9 128,4 7,4 1,6 116,16 5

36,2 3891 799,4 40,5 4978 663,9 139,0 7,8 1,6 116,82 6

42,2 4300 831,4 42,8 5860 695,9 149,6 8,2 1,6 117,68 7

45,2 4528 848,4 43,9 6345 712,9 155,0 8,4 1,6 118,22 7,5

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MTL220-10 with 40,0m jib length

tow

er

heig

ht

crane in service

Crane out of service wind region C25

Foundation plate

Tow

er

sectio

ns

M V H M V H l h P

ground

(m) (kNm) (kN) (kN) (kNm) (kN) (kN) (m) (m) (kN/m²) (no)

12,2 2643 711,4 32,9 2552 575,9 94,7 6,3 1,6 116,43 2

18,2 2893 743,4 35,2 3084 607,9 104,8 6,7 1,6 116,44 3

24,2 3179 775,4 37,5 3689 639,9 114,9 7,1 1,6 116,20 4

30,2 3504 807,4 39,7 4374 671,9 125,0 7,5 1,6 116,14 5

36,2 3875 839,4 42,0 5150 703,9 135,1 7,9 1,6 116,31 6

42,2 4303 871,4 44,3 6029 735,9 145,2 8,3 1,6 116,78 7

MTL220-10 with 45,0m jib length

tow

er

heig

ht

crane in service

Crane out of service wind region C25

Foundation plate

Tow

er

sectio

ns

M V H M V H l h P

ground

(m) (kNm) (kN) (kN) (kNm) (kN) (kN) (m) (m) (kN/m²) (no)

12,2 2752 715,3 35,3 2774 579,9 101,7 6,4 1,6 119,92 2

18,2 3020 747,3 37,6 3345 611,9 111,8 6,8 1,6 119,68 3

24,2 3323 779,3 39,9 3990 643,9 121,9 7,2 1,6 119,52 4

30,2 3668 811,3 42,2 4718 675,9 132,0 7,6 1,6 119,52 5

36,2 4061 843,3 44,5 5540 707,9 142,2 8,0 1,6 119,74 6

39,2 4279 860,2 45,6 5991 724,9 147,2 8,2 1,6 119,98 6,5

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MTL220-10 with 50,0m jib length

tow

er

heig

ht

crane in service

Crane out of service wind region C25

Foundation plate

Tow

er

sectio

ns

M V H M V H l h P

ground

(m) (kNm) (kN) (kN) (kNm) (kN) (kN) (m) (m) (kN/m²) (no)

12,2 2181 650,0 29,3 2993 581,5 105,9 6,6 1,6 117,89 2

18,2 2398 682,0 31,5 3588 613,5 116,0 7,0 1,6 117,66 3

24,2 2645 714,0 33,8 4259 645,5 126,2 7,4 1,6 117,51 4

30,2 2926 746,0 36,1 5015 677,5 136,3 7,8 1,6 117,52 5

36,2 3245 778,0 38,4 5866 709,5 146,4 8,2 1,6 117,76 6

MTL220-10 with 55,0m jib length

tow

er

heig

ht

crane in service

Crane out of service wind region C25

Foundation plate

Tow

er

sectio

ns

M V H M V H l h P

ground

(m) (kNm) (kN) (kN) (kNm) (kN) (kN) (m) (m) (kN/m²) (no)

12,2 2140 652,8 31,5 3207 584,5 110,0 6,7 1,6 119,93 2

18,2 2371 684,8 33,8 3825 616,5 120,1 7,1 1,6 119,54 3

24,2 2631 716,8 36,1 4521 648,5 130,2 7,5 1,6 119,27 4

30,2 2925 748,8 38,3 5303 680,5 140,3 7,9 1,6 119,19 5

33,2 3086 765,8 39,5 5731 697,5 145,4 8,1 1,6 119,25 5,5

Loadings and tower heights for reinforced tower sections on request only !

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7.2 Loadings MTL220-10 on different tower heights with cross bases Jib length 30m – 55m with tower sections TH15.3

7.2.1 Crane on cross base 6,0m (stationary)

MTL 220-10 with 55m jib on cross base 6 x 6m

Hook h

eig

ht (H

)

Balla

st w

eig

ht

In service Out of service wind region C25

Tow

er

he

ight

Tow

er

sectio

ns

Applied pressure

Horizonta

l

forc

es

Applied pressure

Horizonta

l

forc

es

A B C D H A B C D H

(m) (t) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (m) (qty)

1

2

3

4

5

6

7

7,5

MTL 220-10 with 50m jib on cross base 6 x 6m

Hook h

eig

ht (H

)

Balla

st w

eig

ht

In service Out of service wind region C25

Tow

er

he

ight

Tow

er

sectio

ns

Applied pressure

Horizonta

l

forc

es

Applied pressure

Horizonta

l

forc

es

A B C D H A B C D H

(m) (t) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (m) (qty)

1

2

3

4

5

6

7

8

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MTL 220-10 with 45m jib on cross base 6 x 6m

Hook h

eig

ht (H

)

Balla

st w

eig

ht

In service Out of service wind region C25

Tow

er

he

ight

Tow

er

sectio

ns

Applied pressure

Horizonta

l

forc

es

Applied pressure

Horizonta

l

forc

es

A B C D H A B C D H

(m) (t) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (m) (qty)

1

2

3

4

5

6

7

8

MTL 220-10 with 40m jib on cross base 6 x 6m

Hook h

eig

ht (H

)

Balla

st w

eig

ht

In service Out of service wind region C25

Tow

er

he

ight

Tow

er

sectio

ns

Applied pressure

Horizonta

l

forc

es

Applied pressure

Horizonta

l

forc

es

A B C D H A B C D H

(m) (t) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (m) (Stck)

1

2

3

4

5

6

7

8

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MTL 220-10 with 35m jib on cross base 6 x 6m

Hook h

eig

ht (H

)

Balla

st w

eig

ht

In service Out of service wind region C25

Tow

er

he

ight

Tow

er

sectio

ns

Applied pressure

Horizonta

l

forc

es

Applied pressure

Horizo

nta

l

forc

es

A B C D H A B C D H

(m) (t) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (m) (qty)

1

2

3

4

5

6

7

8

MTL 220-10 with 30m jib on cross base 6 x 6m

Hook h

eig

ht (H

)

Balla

st w

eig

ht

In service Out of service wind region C25

Tow

er

he

ight

Tow

er

sectio

ns

Applied pressure

Horinzo

nta

l

forc

es

Applied pressure

Horizonta

l

forc

es

A B C D H A B C D H

(m) (t) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (m) (Stck)

1

2

3

4

5

6

7

8

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7.3 Counter ballast MTL 220-10, crane no. 001

Ballast configuration: 8 x 4,05t = 32,4t => hanging in the ballast blocks =>

follow the instructions in the operation manual !

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8. Erection sequence with weights

Foundation anchor Tower section TH15.3

Turntable

Slewing ring support

Slewing unitCabine

Cabine mast sectionHydraulic ram

Hydraulic unit (extra)

Jib section 1a

Option 1

Remaining jib sections 2 - 8

Counter jib with beam Erection counter weight

Remaining jib section 1-8Option 2

Jib section 1Hoist winch

Hoist winch with rope in jib

TH15.3 = 3.300kg

5.600kg

6.800kg

3.050kg 4.050kg

4.440kg7.140kg

11.580kg

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Remaining counter weight

4.050kg

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9. Certification of the hoist rope

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10. Certification of the load hook

MTI-LUX S.A. , L-6686 Mertert

12.12.2013

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11. Periodical reviews / inspections

Please attach the inspection reports to chapter 12!

Date Name Type of

inspection Result of inspection

Report sheet

Remarks

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12. Further attached documents and certifications