3

Editorial

If Eco-design can be defined as an on-going search for solutions that limit the environmental impact of a product, then Aubrilam is surely a pioneer in the field, having put timber and metal lighting columns on the market 30 years ago. Wood, a natural material if ever there was one, replaced steel and aluminium as a structural material. This development, which began in the 80s more out of intuition than any particular philosophical or strategic decision has now become the driving force behind our search for answers to the questions tomorrow’s markets will pose. In this new catalogue you will find a whole collection of ideas that have grown out of this way of thinking: traditional columns have been tweaked to lessen their environmental impact. And as often happens Eco-design improves the look and reduces the price: solar energy is now no longer restricted to free-standing lighting columns but has been expanded to include more complex solutions for photovoltaic carports, whilst combining wood with LEDs for our range of bollards provides further proof of the fact.

And who would not be interested in personal mobility? Recharging electric-powered vehicles via eco-designed multi-functional bollards acting as supply-terminals is the challenge of tomorrow. Much still has to be discovered, but who could seriously consider having a terminal supplying green energy built into a bollard which has not been designed according to the same criteria? All our products are as usual designed with the same eye for beauty that has always informed the appearance of our ranges: the Ohashi column, whose Danish designer Björn Schläger drew inspiration from re-considering the most traditional object of Japanese culture, fits in well with our continuing desire to transform urban environments. Marc Aurel brings together functionality and beauty as he always does in the products he designs for us, just like Michel Tortel with his revolutionary carports…

Allow yourself to be inspired by flicking through this catalogue and above all do not hesitate to let us have your opinions, advice, suggestions: that would be the real proof that our effort has been worthwhile. There are so many reasons to choose Aubrilam.

Jean-Pierre Castanié

ecodesign

General Catalogue 2011 - 2012Presentation of eco-designed columns and urban furniture ranges in glued-laminated timber.

Catalogue / 2011 - 2012 / edited by Aubrilam83, rue Fontgiève - 63057 Clermont-Ferrand Cedex 1 - FranceTel. 33 (0)4 73 31 86 86 - Fax 33 (0)4 73 31 86 87 - www.aubrilam.comDesign: Mélanie GouteyronPhotos and images: Agathe Argod, Xavier Boymond, Serge Bullo, Cadsign, Epherv & sens, Jean-Christophe Grosso, Jean-Michel Gueugnot, Indal, iStockphoto, m.a studio, Nheolis, Paolo Pierri, Gilles Pinet, Leigh Simpson, Solarquest, Vertéole, Pascal Volpez.

Catalogue printed at St-Just-la-Pendue on the presses of Imprimerie Chirat, labelled Imprim’vert.

CONTENTs

5

INTrOduCTION

Aubrilam naturellement durable/ 7

COLuMNs

columns/ 25very high columns/ 99brackets/ 119accessories/ 135

BOLLArdsANd LIGHTsTACKs lightstacks/ 139 bollards/ 151

urBANFurNITurE Alba/ 167Orlam/ 175Moshi/ 183

urBAN FurNITurE FOr POsITIVE ENErGY PrOJECTs renewable energy/ 191special products/ 203colour chart/ 217

TECHNICALdATA technical data sheets/ 225

7

Aubrilamnaturellement

durable

Intr

oduc

tion

a naturally sustainable raw material

Aubrilam sources its raw material right on the edge of the Arctic Circle, the scotspine, which slow growth rate ensures smooth wood with fine rings.

- This wood comes from North European forests sustainably managed (FSC or PEFC certified)

- It is not chemically treated in any way. - All wood waste generated at

the factory is recycled. Forest

CertIFIed

FsC Or

PeFC

9

a globalstrategy

1/ To analyse the factors that lead to environmental degradation during a product’s lifecycle.

2/ To calculate the environmental impact of each pro-duct.

3/ To then compare objectively our results with those of metal lighting columns.

4/ Finally to improve the ‘environmental aspects’ of pro-jects and products by means of eco-design.

eCogauge eCo

desIgnIn

trod

uctio

n

lCa PeP

Achieved with the technical support of CODDE, a company part of the Bureau Veritas Group.

life cycle analysis (LCA)

According to reference norms ISO 14040 and ISO 14025.

Quantifying each environmental impact linked to the product:- kg of CO2 emitted,- kw/h consumed,- plus 9 other impacts.

1

lifecycle analysis

raW

MaterIal eXtraCtIon

Pro

Ces

sIn

g

ManuFaCture

11

product environmental profile (PEP)

The PEP can be measured using environmental indicators that are accepted and objective. These 11 indicators are calculated by means of the Lifecycle Analysis method (LCA) which covers every step in the life of a product.

PEPs for all our products are online at www.aubrilam.com

2 Intr

oduc

tion

environmental indicators resulting from manufacture units

global warming kg ~CO2 GW

Ozone depletion g ~CFC11 Od

Photochemical ozone creation g ~C2H4 POC

Air acidification g ~H+ AA

Air toxicity m3 AT

Water eutrophication g ~PO43- WE

Water toxicity m3 WT

Water depletion m3 Wd

Hazardous waste production kg HWP

raw material depletion / année rMd

non-renewable energy depletion kWh Ed-NrW

Mos

hi

55

1416,4

458

0,9

243

Mos

hi

Mos

hi

eco-gauge

The firm and undeniable comparison of the environmental impacts of a timber column with one made of metal*.

It allows a more informed selection of products for an eco-designed public lighting project.

Global warming (kg ~CO2)

Hazardous waste production (kg)

Non-renewable energydepletion (kWh)

In conformity with ISO norms 14020 relating to the general principles for environmental declarations, ISO 14025 relating to type III environmental declarations and IEC PAS 62545 relating to environmental information for electrical and electronic products, this document establishes a comparison of the environmental profiles for an Aubrilam mast and a metal mast of equivalent strength.*the metal mast is by definition the conventional mast representing the use of steel and aluminium in the European public lighting market.

Met

al c

olum

n*

Met

al c

olum

n*

Met

al c

olum

n*

3

13

Ø 168 mm > Ø 140 mm

5000

mm

Ø 168 mm > Ø 140 mm

Ø 120 mm > Ø 76 mm

eco-design

Respecting the environment as a design criterion.

- making the best selection of raw material.- improving the manufacturing process- improving functionality - reducing waste

4

Intr

oduc

tion

IsO 9001

Quality of the company

Quality of the raw material

Quality of the products

IsO 14025

HTE

Environmental quality of

the products

90%HuMIdIty

+48°CELsIus

-30°CELsIus

does

notrust

15

CE marking

The sale, installation or the supply of building materials is subject to the respect of various national and European frames of reference relating to building materials and civil engineering.

Failure to respect these frames of reference by the developer or the supply of materials that do not conform means that the various parties will be held jointly responsible as regards civil and criminal liability for the act.

CE marking (Certificate 0679-CPD-0473) of Aubrilam products guarantees conformity with all of these general requirements.

Directives 89/106, 91/383, 93/68, 98/34, 2006/123 CE / Law n° 77-2 of 3 January 1977, Law n° 85-704 of 13 July 1985, law 88-1090 law n°2003-590, Law n°2004-1343, Law n°2009-323 / Ruling n°2004-566 / Decree n° 80-217, decree n° 2009-697

Intr

oduc

tion

17

the factory

Our 220m long factory in grounds measuring 20 000 m2 in Haute-Loire has benefitted from a high level of investment in machinery and manufactures more than 20000 products annually for a total of 200 references. The manufacturing process includes essential hand finishing and has ensured the highest quality stan-dards for more than 30 years...

Know How that combines tradition and innovation.

Made In

FranCe

Intr

oduc

tion

19

wood

The first raw material & the raw material of the future.

Mellow, solid and warm, there is something basic about wood that lends it a very special strength and character. The texture, the colour, the way light plays on it all contribute to wood’s natural appeal.

Wood does what we ask of it

Intr

oduc

tion

a raW

MaterIal

For tHe

Future

- EPIC

E -

- ORI

GIN

E -

- MEMOIRE -- GRAPHITE -

- TON

NELIER -

21

shades of colour

Aubrilam products fit in with any project, whether in town or in the country, in stone or glass, pastoral or avant-garde. Match the street furniture with the architecture thanks to the colour chart.

A perfect match of wood and metal.

Intr

oduc

tion

23

detailsand finishes

Throughout the design and manufacturing process the choice of materials and the way they fit together is preeminent. Aubrilam takes special care with the quality of its assembly and finishes.

Mastery of details and finishes.

-

desIgnaWard

-

Intr

oduc

tion

all our screws are in stainless steel

3-6 m 3-6 m 3-10 m 3-10 m 3-6 m 3-6 m

ecodesign

section/ squareshaft/ regular

Height/ 3 to 6 metersAccess door/ in the wood

Moshi/ 27

section/ squareshaft/ tapered

Height/ 3 to 10 metersAccess door/ in the wood

silea/ 39

section/ squareshaft/ regular

Height/ 3 to 6 metersAccess door/ in the base

Moshi XL/ 33

section/ squareshaft/ tapered

Height/ 3 to 10 metersAccess door/ in the base

silea XL/ 45

section/ roundshaft/ regular

Height/ 3 to 6 metersAccess door/ in the wood

sumu/ 51

section/ roundshaft/ regular

Height/ 3 to 6 metersAccess door/ in the base

sumu XL/ 57

-

BrANd

neW-

-

BrANd

neW-

MosHI

tHe eCo-

FrIendlIest

ColuMn-

25

3-10 m3-10 m 3-10 m 4-8 m 3-5 m3,5-8 m

Col

umns

section/ roundshaft/ tapered

Height/ 3 to 10 metersAccess door/ in the wood

dôme/ 63

section/ roundshaft/ tapered

Height/ 3 to 10 metersAccess door/ in the base

dôme XL/ 69

section/ squareshaft/ tapered or regularHeight/ 3 to 10 metersAccess door/ in the wood

Nova-Jupiter/ 75

section/ roundshaft/ tapered

Height/ 4 to 8 metersAccess door/ in the base

Catelam/ 87

shaft/ twin modules

Height/ 3 to 5 metersAccess door/ in the base

Alba/ 93

alba-

desIgn

aWardLivinluce 2007

section/ squa-re to roundshaft/ taperedHeight/ 3,5 to 8 metersAccess door/ in the wood

Ohashi/ 81

-

BrANd

neW-

Columns

Moshi/ 3-6 m

27

dEsCrIPTION:

Regular square glued laminated timber shaft certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Flush base with square cross section in galvanized steel and powder coated polyester finish.

Pole covering cap in formed galvanized steel with powder coated polyester finish. Design and production according to the general rules of the CUAP 01/06/2007 and the specifications of the European Technical Approval ETA-10/0089: 2010.CE marked product: Certificate of conformity CE 0679-CPD-0473.Technical data sheet p. 226

Col

umns

MosHI

tHe eCo-

FrIendlIest

ColuMn-

Col

umns

30

the range

Moshi/ 3-6 m

31

ENVIrONMENTAL ENTErPrIsE AWArd

2009«Eco-product

for sustainable development»

Ministry for Ecology, the Environment

the Sea and Sustainable Development,

In partnership with ADEMEC

olum

ns

MosHI

tHe eCo-

FrIendlIest

ColuMn-

Moshi XL/ 3-6 m

33

dEsCrIPTION:

Regular square glued laminated timber shaft certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Flush base with square cross section in galvanized steel and powder coated polyester finish. Pole

covering cap in formed galvanized steel with powder coated polyester finish. Design and production according to the general rules of the CUAP 01/06/2007 and the specifications of the European Technical Approval ETA-10/0089: 2010.CE marked product: Certificate of conformity CE 0679-CPD-0473.Technical data sheet p. 226

Col

umns

Col

umns

36

the range

Moshi XL/ 3-6 m

37

Col

umns

silea/ 3-10 m

39

dEsCrIPTION:

Tapered square glued laminated timber shaft certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Flush base with square cross section in galvanized steel and powder coated polyester finish.

Pole covering cap in formed galvanized steel with powder coated polyester finish. Design and production according to the general rules of the CUAP 01/06/2007 and the specifications of the European Technical Approval ETA-10/0089: 2010. CE marked product: Certificate of conformity CE 0679-CPD-0473.Technical data sheet p. 227

Col

umns

-

BrANd

neW-

Col

umns

42

the range

silea/ 3-10 m

43

Col

umns

silea XL/ 3-10 m

45

dEsCrIPTION:

Tapered square glued laminated timber shaft certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Flush base with square cross section in galvanized steel and powder coated polyester finish.

Pole covering cap in formed galvanized steel with powder coated polyester finish. Design and production according to the general rules of the CUAP 01/06/2007 and the specifications of the European Technical Approval ETA-10/0089: 2010. CE marked product: Certificate of conformity CE 0679-CPD-0473.Technical data sheet p. 228

Col

umns

-

BrANd

neW-

Col

umns

48

the range

silea XL/ 3-10 m

49

Col

umns

sumu/ 3-6 m

51

dEsCrIPTION:

Cylindrical glued laminated timber shaft certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Cylindrical flush base in galvanized steel and powder coated polyester finish. Pole covering cap in formed galvanized steel with

powder coated polyester finish. Design and production according to the general rules of the CUAP 01/06/2007 and the specifications of the European Technical Approval ETA-10/0089: 2010.CE marked product: Certificate of conformity CE 0679-CPD-0473.

Technical data sheet p. 229

Col

umns

Col

umns

54

the range

sumu/ 3-6 m

55

Col

umns

sumu XL/ 3-6 m

57

dEsCrIPTION:

Cylindrical glued laminated timber shaft certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Cylindrical flush base in galvanized steel and powder coated polyester finish. Pole covering cap in formed galvanized steel with

powder coated polyester finish. Design and production according to the general rules of the CUAP 01/06/2007 and the specifications of the European Technical Approval ETA-10/0089: 2010.CE marked product: Certificate of conformity CE 0679-CPD-0473.

Technical data sheet p. 229

Col

umns

Col

umns

60

the range

sumu XL/ 3-6 m

61

Col

umns

dôme/ 3-10 m

63

dEsCrIPTION:

Tapered cylindrical glued laminated timber shaft certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Cylindrical flush base in galvanized steel and powder coated polyester finish. Pole covering cap in formed

galvanized steel with powder coated polyester finish. Design and production according to the general rules of the CUAP 01/06/2007 and the specifications of the European Technical Approval ETA-10/0089: 2010.CE marked product: Certificate of conformity CE 0679-CPD-0473.

Technical data sheet p. 230

Col

umns

Col

umns

66

the range

dôme/ 3-10 m

67

Col

umns

dôme XL/ 3-10 m

69

dEsCrIPTION:

Tapered cylindrical glued laminated timber shaft certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Cylindrical flush base in galvanized steel and powder coated polyester finish. Pole covering cap in formed

galvanized steel with powder coated polyester finish. Design and production according to the general rules of the CUAP 01/06/2007 and the specifications of the European Technical Approval ETA-10/0089: 2010.CE marked product: Certificate of conformity CE 0679-CPD-0473.

Technical data sheet p. 231

Col

umns

Col

umns

72

the range

73

dôme XL/ 3-10 m

Col

umns

Nova & Jupiter/ 3-10 m

75

dEsCrIPTION:

Tapered square (Nova) or regular square (Jupiter) glued laminated timber shaft certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Cast aluminium base doubling as foundation block cover finished in

powder coated polyester. Pole covering cap in formed galvanized steel with powder coated polyester finish. Design and production according to the general rules of the CUAP 01/06/2007 and the specifications of the European Technical Approval ETA-10/0089: 2010. CE marked product: Certificate of conformity CE 0679-CPD-0473.Technical data sheet p. 232

Col

umns

Col

umns

78

the range

79

Nova & Jupiter/ 3-10 m

Col

umns

Ohashi / 3,5-8 m

81

dEsCrIPTION:

Variable section glued laminated timber shaft certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Inside square section base. Base cover in coloured concrete. Pole

covering cap in formed galvanised steel, with powder coated polyester finish. Design and manufacture according to Building Eurocodes and European technical frame of reference CUAP 01/06/2007 ‘Wood and metal composite lighting columns’Technical data sheet p. 233

Design: Bjarne Schläger

Col

umns

-

BrANd

neW-

Col

umns

84

the range

85

Ohashi / 3,5-8 m

dEsIGN BY BJArNE sCHLäGEr

Inspired by chopsticks

Col

umns

-

BrANd

neW-

Catelam/ 4-8 m

87

dEsCrIPTION:

Tapered cylindrical glued laminated timber shaft certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Ribbed cylindrical base in extruded aluminium finished

in powder coated polyester. Pole covering cap in formed galvanized steel with powder coated polyester finish. Design and manufacture according to Building Eurocodes and European technical frame of reference CUAP 01/06/2007 ‘Wood and metal composite lighting columns’.Technical data sheet p. 233

Col

umns

Col

umns

90

the range

Catelam/ 4-8 m

91

tHe

MedIterranean

tgV statIons are

FItted WItH

More tHan 1000

aubrIlaM

ColuMns

Col

umns

Alba/ 3-5 m

93

dEsCrIPTION:

Paired shafts in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Trapezoid base with tapering cross section

and connection bracers in cast carbon steel treated against corrosion. Design and manufacture according to Building Eurocodes and European technical frame of reference CUAP 01/06/2007 ‘Wood and metal composite lighting columns’.Technical data sheet p. 234 and 241

Design: Antonio Citterio with Toan Nguyen

alba-

desIgn

aWardLivinluce 2007

Col

umns

Col

umns

96

the range

Alba/ 3-5 m

97

INNOVATION & dEsIGN AWArd

Livinluce 2007Milan

alba-

desIgn

aWardLivinluce 2007

Col

umns

ecodesign

99

11-16 m11-16 m 14-26 m11-16 m11-16 m

section/ squareshaft/ tapered

Height/ 11 to 16 metersAccess door/ in the base

silea XL/ 103

section/ squareshaft/ tapered

Height/ 11 to 16 metersAccess door/ in the wood

silea/ 101

shaft/ twin mo-dules rectangular tapered

Height/ 14 to 26 metersAccess door/ in the base

Eagle/ 113

shaft/ twin modu-les round conical

Height/ 11 to 16 metersAccess door/ in the wood or in the base (XL)

Athena/ 109Athena XL/

shaft/ twin modu-les square, tape-redHeight/ 11 to 16 metersAccess door/ in the wood or in the base (XL)

Heliaca/ 107Heliaca XL/

Very highcolumns

Col

umns

-

BrANd

neW-

-

BrANd

neW-

silea/ 11-16 m

101

dEsCrIPTION:

Tapered square glued laminated timber shaft certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Flush base with square cross section in galvanized steel and powder coated polyester finish.

Pole covering cap in formed galvanized steel with powder coated polyester finish. Design and production according to the general rules of the CUAP 01/06/2007 and the specifications of the European Technical Approval ETA-10/0089: 2010. CE marked product: Certificate of conformity CE 0679-CPD-0473.Technical data sheet p. 235

Col

umns

silea XL/ 11-16 m

103

dEsCrIPTION:

Tapered square glued laminated timber shaft certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Flush base with square cross section in galvanized steel and powder coated polyester finish.

Pole covering cap in formed galvanized steel with powder coated polyester finish. Design and production according to the general rules of the CUAP 01/06/2007 and the specifications of the European Technical Approval ETA-10/0089: 2010. CE marked product: Certificate of conformity CE 0679-CPD-0473.Technical data sheet p. 235

Col

umns

104

the range

silea + silea XL/ 11-16 m

105

Col

umns

Heliaca/ 11-16 m

107

dEsCrIPTION:

Column with twin square section tapering shafts connected by metal bracers. Shafts certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Flush bases with square cross section in galvanised steel, polyester

powder coating finish. Caps at top of column in formed galvanised steel, polyester powder coated. Design and production according to the general rules of the CUAP 01/06/2007 and the specifications of the European Technical Approval ETA-10/0089: 2010. CE marked product: Certificate of conformity CE 0679-CPD-0473.Technical data sheet p. 236

Col

umns

-

BrANd

neW-

Athena/ 11-16 m

109

dEsCrIPTION:

Column with twin cylindrical tapering shafts connected by metal bracers. Shafts certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Flush cylindrical bases base in galvanised steel, polyester powder

coating finish. Caps at top of column in formed galvanised steel, polyester powder coated. Design and manufacture according to Building Eurocodes and European technical frame of reference CUAP 01/06/2007 ‘Wood and metal composite lighting columns’.

Technical data sheet p. 237

Col

umns

-

BrANd

neW-

110

the range

Heliaca + Athena/ 11-16 m

111

Col

umns

Eagle/ 14-26 m

113

dEsCrIPTION:

Shaft composed of two rectangular section beams taperingdownwards certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE

process). Base in and metal parts in galvanised steel, polyester powder coating finish. Design and manufacture according to Building Eurocodes and European technical frame of reference CUAP 01/06/2007 ‘Wood and metal composite lighting columns’.Technical data sheet p. 234

Design: M&S design

Col

umns

Col

umns

116

the range

Eagle/ 14-26 m

117

Col

umns

ecodesign

Material/ welded steel

Versions/ single, double and wall mounted

Isis/ Porto/ 121

Material/ welded steel

Versions/ single, double and wall mounted (Api)

Api/ solis/ 123

Material/ cast aluminium and welded steel

Versions/ single, double and wall mounted

Catelam/ Bussy/ 125

-

BrANd

neW-

119

Material/ cast aluminium

Versions/ single, double and wall mounted

Material/ cast aluminium and glued laminated timber

Versions/ single, double and wall mounted

Vega/ Omega/ 129

Modus/Orto/ crowns 131

Ceno/ 133control system

Accessories/ 135connector, spike, hinged door...

Brackets

Col

umns

-

BrANd

neW-

121

Isis

dEsCrIPTION: Bracket in galvanised welded steel finished in powder coated polyester.Design Jean PorteTechnical data sheet p. 238

Porto

dEsCrIPTION: Bracket in galvanised welded steel finished in powder coated polyester.Design Jean PorteTechnical data sheet p. 238

Brackets/ collection

Col

umns

123

Brackets/ collection

Api

dEsCrIPTION: Bracket in galvanised welded steel finished in powder coated polyester.Technical data sheet p. 238

solis

dEsCrIPTION: Bracket in galvanised welded steel finished in powder coated polyester.Technical data sheet p. 239

Col

umns

-

BrANd

neW-

-

BrANd

neW-

125

Brackets/ collection

Catelam

dEsCrIPTION: Top extension piece in extruded aluminium, finished in powder coated polyester. Outreach arm in welded galvanised steel, finished in powder coated polyester. Bracing rod in welded steel, adjustable via stainless steel turnbuckle.Design AREPTechnical data sheet p. 239

Bussy

dEsCrIPTION: Bracket in polyester powder coated cast aluminium.Design Marc AurelTechnical data sheet p. 239

Col

umns

127

ra

dEsCrIPTION: Bracket and adaptator in polyester powder coated cast aluminium.Design AaTechnical data sheet p. 240

Brackets/ collection

Elea

dEsCrIPTION: Bracket in polyester powder coated cast aluminium.Design Marc AurelTechnical data sheet p. 240

Col

umns

129

Brackets/ collection

Vega

dEsCrIPTION: Bracket in polyester powder coated cast aluminium. Outreach arm in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Endpiece in galvanised steel finished in powder coated polyester.Design Marc AurelTechnical data sheet p. 240

Omega

dEsCrIPTION: Bracket in polyester powder coated cast aluminium. Outreach arm in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Endpiece in galvanised steel finished in powder coated polyester.Design Marc AurelTechnical data sheet p. 241

Col

umns

131

Crowns/ collection

Modus

dEsCrIPTION: Circular crown in galvanised welded steel finished in powder coated polyester.Technical data sheet p. 242

Orto

dEsCrIPTION: Square crown in galvanised welded steel finished in powder coated polyester.Technical data sheet p. 242

Col

umns

-

BrANd

neW-

-

BrANd

neW-

133

Ceno/ adjustable system

dEsCrIPTION:

Track :Extruded Aluminium profile to fit cylindrical or square section column with end caps to each extremity.Powder-coated polyester finish.Spotlight cradle :Consisting of spotlight cradle in cast aluminium and a fixing plate in extruded aluminium. The cradle is

mounted and swivels on the fixing plate which can be slid up and down the Ceno track.Powder-coated polyster finish. Fixed cradle for spotlight :Consisting of a spotlight cradle and fixing plate in cast aluminium. The cradle is fixed and swivels on the fixing plate. Powder-coated polyster finish.Technical data sheet p. 241

Design: Marc Aurel

Col

umns

-

BrANd

neW-

Lateral spigot Ceno dEsCrIPTION: connector in cast aluminium, polyester powder coated.Technical data sheet p. 243

Metal hinged door Technical data sheet: on request

spike extension dEsCrIPTION: 2 versions in cast aluminium, polyester powder coated. Ø 102mm – length 1100 mmØ 120mm – length 1200 mmTechnical data sheet p. 243

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Attachments/ accessories

Lighting adaptors Technical data sheet: on request

Base section adaptor plate dEsCrIPTION: plate in welded steel, polyester powder coated. Enables a 200 x 200 mm base to be adapted to a 300 x 300 mm (column has to be rotated 45°).Technical data sheet p. 243

Column protector dEsCrIPTION: column protector in welded steel or stainless steel, for fixing to bases measuring 200x200 mm or 300x300 mm.Technical data sheet p. 242

Tamper-proof screws dEsCrIPTION: all columns are fitted with tamperproof screws CHC with central pin, other tamperproof screws available on request (snake eyes...). Technical data sheet p. 243

Hinged wooden door Technical data sheet: on request C

olum

ns

4 m 1 m6 m 6 m6 m

ecodesign

section/ squareshaft/ regular

Height/ 4 metersAccess door/ in the wood

Moshi/ 139

section/ roundshaft/ regular

Height/ 5 metersAccess door/ in the wood

sulta/ 143

section/ roundshaft/ regular

Height/ 6 metersAccess door/ in the wood

Voxo/ 141

section/ roundshaft/ tapered

Height/ 6 metersAccess door/ in the base

Volta/ 145

section/ squareshaft/ regular

Height/ 1 meter

Moshi/ 151

Lightstacks and bollards

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137

95 cm 80 cm 1,2 m 1,2 m 30-50 cm 1 m

section/ ovalshaft/ regular

Height/ 30 à 50 centimeters

Antalia/ 161

section/ roundshaft/ regular

Height/ 1,2 meter

Alma/ 159

section/ squareshaft/ regular

Height/ 1 meter

Airborne/ 163

section/ roundshaft/ regular

Height/ 95 centimeters

Notte/ 153

section/ roundshaft/ regular

Height/ 80 centimeters

Lady LEd/ 155

section/ roundshaft/ regular

Height/ 1,2 meter

Tosca/ 157

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Lightstacks and bollards

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Moshi/ lightstack 4 m

dEsCrIPTION:

Regular square glued laminated timber shaft certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). flush base with square cross section in galvanized steel finished in powder coated polyester.

Design and production according to the general rules of the CUAP 01/06/2007 and the specifications of the European Technical Approval ETA-10/0089: 2010. CE marked product: Certificate of conformity CE 0679-CPD-0473. Luminaire in aluminium equipped with opal PMMA sleeve. Compact fluo (55W).Technical data sheet p. 244

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Voxo/ lightstack 6 m

dEsCrIPTION:

Cylindrical shaft in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Base with cylindrical section in galvanized steel finished in powder coated polyester. Design

and production according to the general rules of the CUAP 01/06/2007 and the specifications of the European Technical Approval ETA-10/0089: 2010. CE marked product: Certificate of conformity CE 0679-CPD-0473.Luminaire in aluminium equipped with clear polycarbonate sleeve.CPO & CDM-T (70-150W).Technical data sheet p. 244

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sulta/ lightstack 5 m

dEsCrIPTION:

Cylindrical shaft in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Base with cylindrical section in galvanized steel finished in powder coated polyester.

Design and production according to the general rules of the CUAP 01/06/2007 and the specifications of the European Technical Approval ETA-10/0089: 2010. CE marked product: Certificate of conformity CE 0679-CPD-0473.Luminaire in aluminium equipped with clear polycarbonate sleeve.18 LEDs 1.2W. Technical data sheet p. 245

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Volta/ lightstack 6 m

dEsCrIPTION:

Tapered cylindrical wooden shaft in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Cylindrical base in galvanised steel finished in powder coated polyester. Ventilated base. Arm and fork supporting the solar panels in aluminium finished in powder

coated polyester. Solar panels in poly-cristalline silicon. Design and production according to the general rules of the CUAP 01/06/2007 and the specifications of the European Technical Approval ETA-10/0089: 2010. CE marked product: Certificate of conformity CE 0679-CPD-0473.Luminaire in aluminium equipped with a clear polycarbonate sleeve.18 LEDs 1,2W.Technical data sheet p. 245

Design: Roger Narboni

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Its environmental impact has been evaluated by ADEME and O2 France.

Its lighting performance has been designed and developed using LEDs by roger Narboni an internationally renowned specialist in exterior lighting who was involved right from the beginning to lead an ecological approach to lighting.

Its performance in terms of its autonomous function have been tested, guaranteed and published: we are totally committed to its lighting performance after on site studies of installations already in place.

Shaft in wood, batteries integrated inside column, arm in cast iron. The Volta column blends in easily with the landscape without any need for earthworks or digging: Put it up, switch it on...

Maintenance is easy: LEDs have a lifetime of 50 000 hours, 5 years for the batteries.

Using the controller is easy.

Even its eventual disposal has been designed, including the recovery of the batteries.

Complete installation manual available.

Volta/ lightstack 6 m

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sLIGHTING THAT rEsPECTs

THE ENVIrONMENT

Volta has been developed within the framework of an

ecological approach reducing its environmental

impact throughout its lifecycle.

The approach has been benefitted from the support of ADEME and the expertise

of the O2 France agency.

*ADEME: Agency of the Environment and Energy Control

duration of illumination provided by Volta per night*.

spring – summer –autumn period

around 12h

around 11h

around 10h30

around 10h

around 9h30

around 8h30

around 7h30

around 6h30

around 5h

Winter period

*Working reserve 4 days.

around 8h30

around 7h30

around 6h30

around 5h30

around 4h30

around 3h30

around 2h30

around 1h30

around 1h

Volta/ lightstack 6 m

151

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Moshi/ bollard 1 m

dEsCrIPTION:

Regular square section shaft in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC).

Timber finished with three coats of woodstain (Aubrilam HTE process). Base and top in galvanised steel,polyester powder coating finish.Compact fluorescent lamp (13-18W) and IM (20W).Technical data sheet p. 246

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Notte/ bollard 95 cm

dEsCrIPTION:

Cylindrical shaft in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three

coats of woodstain (Aubrilam HTE process). Base and top in cast aluminium, polyester powder coating finish. Diffuser in clear polycarbonate. Compact fluorescent lamp (18W) and SHP (50W). Technical data sheet p. 246

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Lady LEd/ bollard 80 cm

dEsCrIPTION:

Cylindrical shaft in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of

woodstain (Aubrilam HTE process). Base in galvanised steel, polyester powder coated. Top in aluminium, polyester powder coating finish. Diffuser in clear polycarbonate. 6 LEDs 1.2W.Technical data sheet p. 247

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Tosca/ bollard 1,2 m

dEsCrIPTION:

Cylindrical shaft in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of

woodstain (Aubrilam HTE process). Base in cast aluminium. Top in cast aluminium and polycarbonate. Frosted protective glass. Compact fluorescent lamp (26W).Technical data sheet p. 247

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Alma/ bollard 1,2 m

dEsCrIPTION:

Cylindrical shaft in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with

three coats of woodstain (Aubrilam HTE process). Base and top in cast aluminium, polyester powder coating finish. Reflector in polyester resin. IM (70W).Technical data sheet p. 248

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Antalia/ bollard 30-50 cm

dEsCrIPTION:

Body in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber

finished with three coats of woodstain (Aubrilam HTE process). Base and top in aluminium, polyester powder coating finish.LED 3W.Technical data sheet p. 248

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Airborne/ bollard 1 m

dEsCrIPTION:

Regular square section body in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process).

Upper and lower cover in cast aluminium foot in cast aluminium, polyester powder coating finish.Bollard complies with norm NF C15.100 December 2002 (IP447 test report LCIE n°381 782). Path marking 15W.Technical data sheet p. 249

Design: Douglas Mont

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urban furniture

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Alba/ collection

alba-

desIgn

aWardLivinluce 2007 design Antonio Citterio

with Toan Nguyen

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Bench dEsCrIPTION: Slats in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Legs in cast aluminium AS10GY20, polyester powder coating finish. Lateral trims in aluminium, polyester powder coated. Installed using anchor bolts.Technical data sheet p. 250

Bollard dEsCrIPTION: Body in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Base and top in cast aluminium AS10GY20, polyester powder coating finish. Root fixed.Technical data sheet p. 251

PRM

169

Alba/ collection

Cycle stand dEsCrIPTION: Body in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Frame and hoop in galvanised steel, polyester powder coating finish. Base and top in cast aluminium AS10GY20, polyester powder coated. Root fixed.Technical data sheet p. 251

Barrier dEsCrIPTION: Frame and balustrade in galvanised steel, polyester powder coated mounted on poles either middle or end as shown on the diagram. Technical data sheet p. 250

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INNOVATION & dEsIGN AWArd

Livinluce 2007Milan

Alba/ collection

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desIgn

aWardLivinluce 2007

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Orlam/ collection

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Bench dEsCrIPTION: Legs: 2 tapering cylindrical shafts in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Finished with three coats of woodstain. Bases and seat supports in welded galvanised steel polyester powder coated.Openworkseat: cast aluminium, polyester powder coated. Backrest: galvanised steel, polyester powder coated.Technical data sheet p. 252

Litter bin dEsCrIPTION: Cylindrical body in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Container in galvanised steel with handles, base and cover in galvanised steel, polyester powder coated.Technical data sheet p. 252

Bollard dEsCrIPTION: Cylindrical shaft in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Base and cap in galvanised steel, polyester powder coated.Technical data sheet p. 252

PRM

177

Barrier dEsCrIPTION: Uprights: cylindrical shaft in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Finished with three coats of woodstain. Base and cap in galvanised steel, polyester powder coated. Frame and hinging in galvanised steel, polyester powder coated.Technical data sheet p. 253

Planter dEsCrIPTION: Shaped tapering cylindrical body in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Top trim and base in galvanised steel, finished in powder coated polyester. Liner in galvanised steel with water store. Insulating feet in EPDM rubber.Technical data sheet p. 253

shelter dEsCrIPTION: Supporting structure: 4 tapered cylindrical shafts in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Metal parts in galvanised steel finished in powder coated polyester.Roofing made up of rectangular panels in Securit safety glass.Two side walls each comprising of three Securit safety glass panels and a single panel in galvanised steel which can be customised.Technical data sheet p. 253

Orlam/ collection

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Orlam/ collection

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Bench dEsCrIPTION: Seat and backrest in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Frame in galvanised steel, polyester powder coated. Legs fixed by anchor bolts.Technical data sheet p. 254

Litter bin and tri-sorting litter bin dEsCrIPTION: Square body made up of 4 panels in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Cylindrical lid support and base in galvanised steel polyester powder coated. Liner in polyethylene. Triangular key lock and closing hook. Technical data sheet p. 254

Bollard dEsCrIPTION: Square shaft in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Base and cap in galvanised steel, polyester powder coated.Technical data sheet p. 254

PRM

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Barrier dEsCrIPTION: Frame and hinging mounted on poles either middle or end. Base, cap, frame and hinging in galvanised steel polyester powder coated. Technical data sheet p. 255

Planter dEsCrIPTION: Square body composed of 8 panels in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Foot, cover and metal parts in galvanised steel, polyester powder coated. Liner in polyethylene.Technical data sheet p. 255

Cycle stand dEsCrIPTION: Square shaft in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Base, cap and hoops in galvanised steel, polyester powder coated.Technical data sheet p. 255

Moshi/ collection

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Moshi/ collection

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ecodesign

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renewable energy

ecodesign

Modular electric design Luminous recharging indicator

For “zero carbon“ vehicles “zero carbon“ furniture.

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Bamboo/ recharging bollard for electric vehicles

urBAN FurNITurE FOr POsITIVE ENErGY PrOJECTs:

Eco-designed recharging bollard for electric vehicles. Materials with low environmental impact: wood, glass and ceramics. Safe and reliable bollard. Design: Aa and Marc Aurel

ecodesign

IRVE Volta column

The “zero carbon“ vehicles project will only be worthwhile if the electricity is “zero carbon“.

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IrVE:

Recharging point in cast aluminium integrated magnetic snap lock. Activation via RFID badge and luminous recharging indicators via LEDs. Designed for 2P+T 230V 16A plugs and EV Plug IK10 IP55.Conforms to norm NF62196.

IrVE/ recharging point for electric vehicles

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ecodesign“Zero carbon“ electricityfor “zero carbon“ vehicles.

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Area 1/ single slope photovoltaic carport

urBAN FurNITurE FOr POsITIVE ENErGY PrOJECTs:

Single slope photovoltaic carports for 4 to 8 spaces in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC) according to the HTE process. 50 or 100m2 of photovoltaic surface. These carports can provide renewable energy to supply recharging points for electric vehicles. Product design: Jean-Christophe Grosso

ecodesign“Zero carbon“ electricityfor “zero carbon“ vehicles.

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Area 2/ double slope photovoltaic carport

urBAN FurNITurE FOr POsITIVE ENErGY PrOJECTs:

Double slope photovoltaic carports for 4 to 8 spaces in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC) according to the HTE process. 50 or 100m2 of photovoltaic surface. These carports can provide renewable energyto supply recharging points for electric vehicles. Product design: Jean-Christophe Grosso

ecodesign“Zero carbon“ furniturefor “zero carbon“ electricity.

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Elis/ column for wind turbine

dEsCrIPTION:

Tapered cylindrical shaft in glued laminated timber certified ACERBOIS GLULAM, produced with sawn planks from sustainably managed forests (PEFC or FSC). Timber finished with three coats of woodstain (Aubrilam HTE process). Cylindrical flush base in galvanised

steel, polyester powder coated. Pole-covering cap in formed galvanised steel, polyester powder coated. Design and manufacture according to Building Eurocodes and European technical frame of reference CUAP 01/06/2007 “wood and metal composite lighting columns “.

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special products

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Morzine/ France

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Les sables d’Olonne/ France

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Les sables d’Olonne/ France

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Le Bourget/ France

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Le Bourget/ France

215

Burnroad Cookstown/ UK

ecodesign

217

Colour chart

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OrigineLike a witness of time that does not bear the marks of its passing, prematurely aged, it is unchangeable.Here the wood seems veined, stripped of all its sweetness, grey with tints of azure. Restrained and simple elegance to bring out the clean metal…this grey is almost warm, deeper… Silver perhaps ?

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Emotions/ colour chart

BrumeA subtle blend of nuances created by Antonio Citterio especially for the Alba collection.

A marriage of auburn tinted metal and wood whose coating trapsthe light and playfully reflects it to produce shades that evoke theelusive essence of mist…

EpiceThe wood is dark in tanned shades matched to a metal that might be pewter.

The effect is quite refined, with a hint of sophistication to create something that is more elegant, recalling the contrast between the wooden stock and the barrel of an old rifle.A mix of precision and sensuality.

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GraphitePicture the marriage of wood and metal, each finished in colours that seem identical. Go a little further and we find dark brown wood with subtle shades created by multiple layers matched to a black rugged metal, old, evoking cast iron…

TonnelierThis calls to mind an old tool whose handle has worn smooth in the workman’s hand.An association that would no doubt spring to the mind of a cooper or wheelwright, intuitively and logically.

The metal is as golden brown sand, with the wood oakcoloured in muted tones that recall past times…

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MémoireImagine veined wood with deep tones married to metal that has rusted to become orange brown, like the natural dull lustre of copper.

Like a good wine that matures with age, a fine vintage, it wears the badge of time…Nature has done her work well.

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Chestnut Light Oak Ebony Mahogany

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Classic/ colour chart

Colours, materials, light the keys to achieving harmony… Personalise your collection.

dark Oak Grey 150 sanded

Black 900 sanded

Grey 900 sanded

Moshi:1/ Brioude, FranceMoshi 6m, colours: light oak & grey 900 sandedSpecifier: SEMEV 432/ Chassagne, FranceMoshi 5m, Ra bracket, colours: light oak & grey 900 sanded Specifier: SEMEV 433/ VVF Belambra Clubs, Le Pradet, FranceMoshi 3,5m, colours: Tonnelier & grey 900 sandedSpecifier: Maitre et LemesleDesign office: Bureau d’Etudes Paysages - Société Fores-tière de la CDC

Moshi XL:1/ Schweighouse-sur-Moder, FranceMoshi XL 6m, colour: TonnelierLandscape architect: AAEP, Claude Graff2/ Schweighouse-sur-Moder, FranceMoshi XL 6m, Moshi railing and litter bin, Alma bollard, Orlam shelter, colour: TonnelierLandscape architect: AAEP, Claude Graff

Silea:1/ Noroy-le-Bourg, FranceSilea 8m, colour: GraphiteArchitect: Agence Amiot-Lombard2/ Norroy-le-Veneur, FranceSilea 7m, Vega bracket, colours: chestnut & grey 900 sanded Specifier: Communauté de Communes de Maizières-les-Metz

Silea XL:1/ Silea XL 8m, colours: Tonnelier & grey 900 sanded3/ Silea XL 10m, Api bracket, colour: Tonnelier

Sumu:1/ Milan, ItalieSumu 4m, colours: chestnut & RAL 9006Specifier: Voltaire di Jacopo Acciaro2/ Valdebebas, SpainSumu 4m, colours: light oak & black 100 sandedSpecifier: Luis Federico Sepúlveda

Sumu XL:1/ Bussy-Saint-Georges, FranceSumu XL 4m, colours: chestnut & grey 900 sandedProject Manager: CitelumLighting design: Claude Chapron, Citelum2/ Raon l’Etape, FranceSumu XL 7m Ra bracket, colours: Tonnelier & Silver SW206GLighting design: Agathe ArgodProject Manager: Atelier Cité ArchitectureClient representative: Société d’Equipement Vosgienne

Dôme:1/ Lavigny, FranceDôme 4m Ø 76mm at top, colours: Tonnelier & grey 900 sanded Specifier: SIDEC 392/ Cornebarrieu, FranceDôme 5m and 8m, Omega bracket, colour: Tonnelier

DômeXL:1/ Les Sables-d’Olonne, FranceDôme XL 8m plus aluminium extension spike, colours: Brume & RAL 9770Client representative: SyDEVLighting design: Agence ConceptoDesign office: Iris Conseil2/ Yssingeaux, FranceDôme XL 5m Ø 76mm at top, colours: chestnut & black 200 sandedSpecifier: SEMEV 43

Nova:1/ Zac de la Tieul, FranceNova 8m, colours: Tonnelier & grey 900 sanded Project Manager: Syndicat 48Architect: Sycomore Architecture, Louis Dubreuil2/ Peniche, PortugalNova 4m, colours: chestnut & grey 900 sanded Project engineer: Nuno Cativo3/ Mazeyrat-d’Allier, FranceNova 8m, colurs: light oak & grey 900 sanded Specifier: SEMEV 43

Catelam:1/ Les Sables-d’Olonne, FranceCatelam 8m, colours: light oak & grey 900 sandedClient: Ville des Sables-d’OlonneClient representative: SyDEV2/ Santa Amalia, Espagne

Catelam 5,9m, Catelam bracket, colours : chestnut & black 900 sandedSpecifier: Siga Arquitectura3/ Paris Villepinte, FranceCatelam 8,8m, colours: chestnut & grey 900 sandedArchitect: Nicolas Adam StudioClient: Viparis

Alba:1/ Lyon, FranceAlba 5m, colours: chestnut & grey 900 sanded Specifier: Unibail-Rodamco2/ Rozzano, ItalieAlba 5m, colour: Brume Project Manager: C.M.B. Società Cooperativa Muratori a Braccianti di CarpiArchitect: Antonio Citterio and Partners3/ Alba 4m, colour: Brume

Silea 11-16m:1/ Silea 12m, Ceno track, colours: chestnut & gris 150 sanded2/ Silea XL 12m, Modus crown, colours: chestnut & grey 900 sanded

Eagle:1/ Espartales Norte, SpainEagle 16m, colours: light oak & black 200 sandedSpecifier: Intecsa-Inarsa2/ Massy Palaiseau, FranceEagle 14m, colours: chestnut & grey 900 sandedSpecifier: Attica

Isis-Porto Brackets: 1/ Alès, FranceDôme 8m, Porto Bracket colours: light oak & grey 150 sanded Specifier: Communauté d’Agglomération du Grand Alès

Api-Solis Brackets:1/ Silea 7m, Api Bracket, colours: Tonnelier & grey 900 sanded

Catelam-Bussy Brackets: 1/ Bussy-Saint-Georges, FranceDôme XL 8m, Bussy bracket, colours: chestnut & grey 900 sanded Project Manager: Citelum

Ra-Elea Bracket: 1/ Metz, FranceDôme 8m, Elea bracket, colour: OrigineSpecifier: Ville de Metz

Vega-Omega Brackets:1/Massy Palaiseau, FranceDôme 7m, Omega bracket, colour: chestnut & grey 900 sanded Specifier: Attica

Moshi Lightstack:1/ Saint-Drézéry, FranceLightstack Moshi 4m, colours: dark oak & grey 900 sandedSpecifier: Arnaud Carbasse & Cyril Outrebon, A.C.O. Archi-tects DPLG

Voxo Lightstack:1/ Nicosie, ChypreVoxo Lightstack, colours: light oak & grey 150 sandedDesign office: Kyriakos Zinieris

Volta Lightstack:1/ Grenoble, FranceVolta 3, colours: Origine & RAL 7024Specifier: Agence Concepto2 et 3/ Villepinte, FranceVolta 3, colours: chestnut & grey 900 sandedClient: ViparisArchitect: Nicolas Adam Studio

Moshi Bollard:1/ Caminha, PortugalMoshi Bollard, colours: light oak & grey 900 sandedSpecifier: ingénieur João Nina

Notte Bollard:1/ Limoges, FranceNotte Bollard, colours: chestnut & grey 900 sanded

Tosca Bollard:1/ Banassac, FranceTosca Bollard, colours: mahogany & grey 150 sandedSpecifier: SDEE 48

Alma Bollard:1/ Schweighouse-sur-Moder, FranceAlma Bollard, colour: TonnelierLandscape architect: AAEP, Claude Graff

Airborne Bollard:1/ Le Mont-Dore, FranceAirborne, colours: chestnut & grey 900 sandedSpecifier: SIEG 63

Alba collection:1/ Lyon, FranceAlba Cycle rack, colours: light oak & black 200 sandedSpecifier: Agence URBI (with) ORBI, Michel LapaluClient representative: Le Grand Lyon2 and 3/ Calolziocorte, ItalieAlba backless bench, colours: mahogany & grey 150 sandedProject engineer: Massimiliano ValsecchiArchitect: Massimo Novati

Orlam collection:1/ Burnroad Cookstown, United KingdomOrlam Single bench with backrest, colours: chestnut & grey 900 sandedSpecifier: Paul Hogarth Company, Belfast, Northern Ireland2/ Schweighouse-sur-Moder, FranceOrlam shelter, colour: TonnelierLandscape architect: AAEP, Claude Graff3/ Burnroad Cookstown, United KingdomOrlam Single bench with backrest, colours: chestnut & grey 900 sandedSpecifier: Paul Hogarth Company, Belfast, Northern Ireland

Moshi collection:1/ Saint-Drézéry, FranceMoshi bench with backrest, colours: dark oak & grey 900 sanded Specifier: Arnaud Carbasse & Cyril Outrebon, A.C.O. archi-tects DPLG2 and 3/ Saint-Drézéry, FranceMoshi Lightstack, bench with backrest, litter bin, colours: dark oak & grey 900 sanded Specifier: Arnaud Carbasse & Cyril Outrebon, A.C.O. archi-tects DPLG

Special products:

Location: Morzine, FranceDate: 2009Product: Mezenc XL 14mColours: chestnut & grey 150 sandedLighting designer: Agence L’Acte Lumière, Jean-Yves SoetinckClient representative: SYANE 74

Location: Le Remblai, Les Sables-d’Olonne, FranceDate: 2010-2011Product: DômeXL 8.2m with aluminium extension spikeColours: Brume & RAL 9770Client: Ville des Sables-d’OlonneClients representative: SyDEVLighting designer: Agence ConceptoArchitect: Atelier d’Architecture et d’Urbanisme LANCEREAU & MEYNIEL

Location: Le Remblai, Les Sables-d’Olonne, FranceDate: 2010-2011Product: Dôme XXL 14m, Meyer spotlight batten, LUDEC light pointColours: Brume & RAL 9770Client: Ville des Sables-d’OlonneClient representative: SyDEVLighting designer: Agence ConceptoArchitect: Atelier d’Architecture et d’Urbanisme LANCEREAU & MEYNIEL

Location: Paris Le Bourget, FranceDate: 2010Products: Dôme 5m, Dôme XL 5m kakemono supports, Dôme XL 5m, 17 Dôme 8m kakemono supportsColours: chestnut & grey 900 sandedClient: ViparisArchitect: Nicolas Adam Studio

Location: Burnroad Cookstown, Royaume UniDate: 2010Product: Sumu XL 5m for LED rowColours: chestnut & grey 900 sandedSpecifier: Paul Hogarth Company, Belfast, Northern Ireland

Captions/ photos

225

225

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00,

751,5

040

0 x

400

300

x 30

04

HA2

5/M

24 -

600

135

PCS

1909

PCS

2909

922

014

013

846

0 x

901,2

022

00,

751,5

040

0 x

400

300

x 30

04

HA2

0/M

18 -

400

124

PCS

1209

PCS

2209

925

014

016

646

0 x

901,2

025

00,

751,5

040

0 x

400

300

x 30

04

HA2

5/M

24 -

600

147

PCS

1409

PCS

2409

930

016

020

546

0 x

110

1,80

300

1,00

1,50

500

x 50

040

0 x

400

8 H

A20/

M18

- 4

0020

6

PCS

1210

PCS

2210

1025

014

016

646

0 x

901,2

025

00,

751,5

040

0 x

400

300

x 30

04

HA2

5/M

24 -

600

157

PCS

1410

PCS

2410

1030

016

020

546

0 x

110

1,80

300

1,00

1,50

500

x 50

040

0 x

400

8 H

A20/

M18

- 4

0022

1

PCS

1610

PCS

2610

1035

016

024

646

0 x

110

1,80

350

1,20

1,80

550

x 55

045

0 x

450

8 H

A25/

M24

- 6

0026

7

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

5 m

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KCA I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

5 m

10 m

Sile

a XL

/ 3-5

m

DE

SCR

IPTI

ON

: Tap

ered

sq

uare

glu

ed la

min

ated

tim

ber

sha

ft ce

rtifi

ed A

CE

RB

OIS

GLU

LAM

, pro

duc

ed

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). Fl

ush

bas

e w

ith s

qua

re c

ross

sec

tion

in g

alva

nize

d s

teel

and

p

owd

er c

oate

d p

olye

ster

fini

sh. P

ole

cove

ring

cap

in fo

rmed

gal

vani

zed

ste

el w

ith p

owd

er c

oate

d

pol

yest

er fi

nish

. Des

ign

and

pro

duc

tion

acco

rdin

g to

the

gen

eral

rul

es o

f the

CU

AP 0

1/06/

2007

and

the

spec

ifica

tions

of t

he E

urop

ean

Tech

nica

l Ap

pro

val E

TA-10

/008

9: 2

010.

C

E m

arke

d p

rod

uct:

Cer

tifica

te o

f con

form

ity C

E 0

679-

CP

D-0

473.

HEIGHT OF COLUMN

cross section of shaft at base

cross section of shaft at top

door: useful depth

door: useful height x useful width

distance from bottom of door/plate

cross section of base

base height

buried depth

base plate dimensions

distance between anchor bolts

anchor bolts

weight

RE

FR

EF

AB

CD

E x

FP

GH

IJ

KL

Col

umn

on

flang

e pl

ate

Col

umn

with

bu

ried

root

Mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

kg

PCS

3303

PCS

4303

312

076

9730

0 x

800,

3512

01,0

00,

8026

0 x

260

200

x 20

04

HA1

6/M

14 -

300

23

PCS

3353

PCS

4353

3,5

120

7697

300

x 80

0,35

120

1,00

0,80

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0024

PCS

3304

PCS

4304

412

076

9730

0 x

800,

3512

01,0

00,

8026

0 x

260

200

x 20

04

HA1

6/M

14 -

300

26

PCS

3504

PCS

4504

414

076

117

400

x 90

0,35

140

1,20

1,00

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0038

PCS

3305

PCS

4305

512

076

9730

0 x

800,

3512

01,0

00,

8026

0 x

260

200

x 20

04

HA1

6/M

14 -

300

29

PCS

3505

PCS

4505

514

076

117

400

x 90

0,35

140

1,20

1,00

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0042

PCS

3605

PCS

4605

516

012

013

745

0 x

900,

3516

01,2

01,3

026

0 x

260

200

x 20

04

HA2

0/M

18 -

400

52

Sile

a XL

/ 6-10

m

DE

SCR

IPTI

ON

: Tap

ered

sq

uare

glu

ed la

min

ated

tim

ber

sha

ft ce

rtifi

ed A

CE

RB

OIS

GLU

LAM

, pro

duc

ed

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). Fl

ush

bas

e w

ith s

qua

re c

ross

sec

tion

in g

alva

nize

d s

teel

and

p

owd

er c

oate

d p

olye

ster

fini

sh. P

ole

cove

ring

cap

in fo

rmed

gal

vani

zed

ste

el w

ith p

owd

er c

oate

d

pol

yest

er fi

nish

. Des

ign

and

pro

duc

tion

acco

rdin

g to

the

gen

eral

rul

es o

f the

CU

AP 0

1/06/

2007

and

the

spec

ifica

tions

of t

he E

urop

ean

Tech

nica

l Ap

pro

val E

TA-10

/008

9: 2

010.

C

E m

arke

d p

rod

uct:

Cer

tifica

te o

f con

form

ity C

E 0

679-

CP

D-0

473.

HEIGHT OF COLUMN

cross section of shaft at base

cross section of shaft at top

door: useful depth

door: useful height x useful width

distance from bottom of door/plate

cross section of base

base height

buried depth

base plate dimensions

distance between anchor bolts

anchor bolts

weight

RE

FR

EF

AB

CD

E x

FP

GH

IJ

KL

Col

umn

on

flang

e pl

ate

Col

umn

with

bu

ried

root

Mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

kg

PCS

3506

PCS

4506

614

076

117

400

x 90

0,35

140

1,20

1,00

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0045

PCS

3606

PCS

4606

616

012

013

745

0 x

900,

3516

01,2

01,3

026

0 x

260

200

x 20

04

HA2

0/M

18 -

400

62

PCS

3806

PCS

4806

620

012

017

750

0 x

100

0,40

200

1,50

1,50

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0092

PCS

3607

PCS

4607

716

012

013

745

0 x

900,

3516

01,2

01,3

026

0 x

260

200

x 20

04

HA2

0/M

18 -

400

69

PCS

3807

PCS

4807

720

012

017

750

0 x

100

0,40

200

1,50

1,50

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0010

0

PCS

3808

PCS

4808

820

012

017

750

0 x

100

0,40

200

1,50

1,50

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0010

8

PCS

3908

PCS

4908

822

014

019

750

0 x

100

0,40

220

1,50

1,50

400

x 40

030

0 x

300

4 H

A25/

M24

- 6

0013

1

PCS

3208

PCS

4208

825

014

022

350

0 x

120

0,40

250

1,50

1,50

400

x 40

030

0 x

300

4 H

A25/

M24

- 6

0015

8

PCS

3809

PCS

4809

920

012

017

750

0 x

100

0,40

200

1,50

1,50

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0011

6

PCS

3909

PCS

4909

922

014

019

750

0 x

100

0,40

220

1,50

1,50

400

x 40

030

0 x

300

4 H

A25/

M24

- 6

0014

2

PCS

3209

PCS

4209

925

014

022

350

0 x

120

0,40

250

1,50

1,50

400

x 40

030

0 x

300

4 H

A25/

M24

- 6

0017

8

PCS

3910

PCS

4910

1022

014

019

750

0 x

100

0,40

220

1,50

1,50

400

x 40

030

0 x

300

4 H

A25/

M24

- 6

0015

3

PCS

3210

PCS

4210

1025

014

022

350

0 x

120

0,40

250

1,50

1,50

400

x 40

030

0 x

300

4 H

A25/

M24

- 6

0019

1

PCS

3410

PCS

4410

1030

016

027

345

0 x

120

0,35

300

1,50

2,00

500

x 50

040

0 x

400

8 H

A25/

M24

- 6

0025

0

229

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

5 m

5 m

Sum

u XL

/ 3-6

mSu

mu/

3-6

m

DE

SCR

IPTI

ON

: Cyl

ind

rical

glu

ed la

min

ated

tim

ber

sha

ft ce

rtifi

ed A

CE

RB

OIS

GLU

LAM

, pro

duc

ed

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). C

ylin

dric

al fl

ush

bas

e in

gal

vani

zed

ste

el a

nd p

owd

er c

oate

d

pol

yest

er fi

nish

. Pol

e co

verin

g c

ap in

form

ed g

alva

nize

d s

teel

with

pow

der

coa

ted

pol

yest

er fi

nish

. D

esig

n an

d p

rod

uctio

n ac

cord

ing

to th

e g

ener

al r

ules

of t

he C

UAP

01/0

6/20

07 a

nd th

e sp

ecifi

catio

ns o

f th

e Eu

rop

ean

Tech

nica

l Ap

pro

val E

TA-10

/008

9: 2

010.

CE

mar

ked

pro

duc

t: C

ertifi

cate

of c

onfo

rmity

CE

067

9-C

PD

-047

3.

DE

SCR

IPTI

ON

: Cyl

ind

rical

glu

ed la

min

ated

tim

ber

sha

ft ce

rtifi

ed A

CE

RB

OIS

GLU

LAM

, pro

duc

ed

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). C

ylin

dric

al fl

ush

bas

e in

gal

vani

zed

ste

el a

nd p

owd

er c

oate

d

pol

yest

er fi

nish

. Pol

e co

verin

g c

ap in

form

ed g

alva

nize

d s

teel

with

pow

der

coa

ted

pol

yest

er fi

nish

. D

esig

n an

d p

rod

uctio

n ac

cord

ing

to th

e g

ener

al r

ules

of t

he C

UAP

01/0

6/20

07 a

nd th

e sp

ecifi

catio

ns o

f th

e Eu

rop

ean

Tech

nica

l Ap

pro

val E

TA-10

/008

9: 2

010.

CE

mar

ked

pro

duc

t: C

ertifi

cate

of c

onfo

rmity

CE

067

9-C

PD

-047

3.

HEIGHT OF COLUMN

cross section of shaft at base

cross section of shaft at top

door: useful depth

door: useful height x useful width

distance from bottom of door/plate

cross section of base

base height

buried depth

base plate dimensions

distance between anchor bolts

anchor bolts

weight

RE

FR

EF

AB

CD

E x

FP

GH

IJ

KL

Col

umn

on

flang

e pl

ate

Col

umn

with

bu

ried

root

Mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

kg

PCO

6430

PCO

7430

314

014

084

460

x 60

0,90

140

0,45

0,75

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0024

PCO

6435

PCO

7435

3,5

140

140

8446

0 x

600,

9014

00,

450,

7526

0 x

260

200

x 20

04

HA1

6/M

14 -

300

27

PCO

6735

PCO

7735

3,5

168

168

103

460

x 70

0,90

168

0,50

0,85

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0036

PCO

6440

PCO

7440

414

014

084

460

x 60

0,90

140

0,45

0,75

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0030

PCO

6740

PCO

7740

416

816

810

346

0 x

700,

9016

80,

500,

8526

0 x

260

200

x 20

04

HA1

6/M

14 -

300

40

PCO

6450

PCO

7450

514

014

084

460

x 60

0,90

140

0,45

0,75

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0035

PCO

6750

PCO

7750

516

816

810

346

0 x

700,

9016

80,

500,

8526

0 x

260

200

x 20

04

HA1

6/M

14 -

300

48

PCO

6760

PCO

7760

616

816

810

346

0 x

700,

9016

80,

500,

8526

0 x

260

200

x 20

04

HA1

6/M

14 -

300

56

PCO

6960

PCO

7960

619

419

412

346

0 x

700,

9019

40,

601,2

026

0 x

260

200

x 20

04

HA2

0/M

18 -

400

73

HEIGHT OF COLUMN

cross section of shaft at base

cross section of shaft at top

door: useful depth

door: useful height x useful width

distance from bottom of door/plate

cross section of base

base height

buried depth

base plate dimensions

distance between anchor bolts

anchor bolts

weight

RE

FR

EF

AB

CD

E x

FP

GH

IJ

KL

Col

umn

on

flang

e pl

ate

Col

umn

with

bu

ried

root

Mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

kg

PCO

5130

PCO

4130

311

511

561

300

x 90

0,35

115

1,00

0,80

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0023

PCO

5135

PCO

4135

3,5

115

115

6130

0 x

900,

3511

51,0

00,

8026

0 x

260

200

x 20

04

HA1

6/M

14 -

300

25

PCO

5140

PCO

4140

411

511

561

300

x 90

0,35

115

1,00

0,80

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0028

PCO

5440

PCO

4440

414

014

093

350

x 90

0,35

140

1,10

0,90

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0037

PCO

5150

PCO

4150

511

511

561

300

x 90

0,35

115

1,00

0,80

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0032

PCO

5450

PCO

4450

514

014

093

350

x 90

0,35

140

1,10

0,90

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0043

PCO

5650

PCO

4650

516

816

812

545

0 x

900,

3516

81,2

01,3

026

0 x

260

200

x 20

04

HA1

6/M

14 -

300

56

PCO

5460

PCO

4460

614

014

093

350

x 90

0,35

140

1,10

0,90

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0050

PCO

5660

PCO

4660

616

816

812

545

0 x

900,

3516

81,2

01,3

026

0 x

260

200

x 20

04

HA1

6/M

14 -

300

65

PCO

5960

PCO

4960

619

419

414

845

0 x

100

0,35

194

1,20

1,40

260

x 26

020

0 x

200

4 H

A20/

M18

- 4

0085

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KCA I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

5 m

5 m

10 m

Dôm

e/ 6

-10 m

Dôm

e/ 3

-5 m

DE

SCR

IPTI

ON

: Tap

ered

cyl

ind

rical

glu

ed la

min

ated

tim

ber

sha

ft ce

rtifi

ed A

CE

RB

OIS

GLU

LAM

, pro

duc

ed

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

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coat

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ubril

am H

TE p

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ss).

Cyl

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h b

ase

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pow

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finis

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to th

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of t

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UAP

01/0

6/20

07 a

nd th

e sp

ecifi

catio

ns o

f the

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rop

ean

Tech

nica

l Ap

pro

val E

TA-10

/008

9: 2

010.

CE

mar

ked

pro

duc

t: C

ertifi

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of c

onfo

rmity

CE

067

9-C

PD

-047

3.

DE

SCR

IPTI

ON

: Tap

ered

cyl

ind

rical

glu

ed la

min

ated

tim

ber

sha

ft ce

rtifi

ed A

CE

RB

OIS

GLU

LAM

, pro

duc

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with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

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stai

n (A

ubril

am H

TE p

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ss).

Cyl

ind

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flus

h b

ase

in g

alva

nize

d s

teel

and

pow

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ted

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y-es

ter

finis

h. P

ole

cove

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cap

in fo

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gal

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ith p

owd

er c

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ster

fini

sh. D

esig

n an

d p

rod

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n ac

cord

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to th

e g

ener

al r

ules

of t

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UAP

01/0

6/20

07 a

nd th

e sp

ecifi

catio

ns o

f the

Eu

rop

ean

Tech

nica

l Ap

pro

val E

TA-10

/008

9: 2

010.

CE

mar

ked

pro

duc

t: C

ertifi

cate

of c

onfo

rmity

CE

067

9-C

PD

-047

3.

HEIGHT OF COLUMN

cross section of shaft at base

cross section of shaft at top

door: useful depth

door: useful height x useful width

distance from bottom of door/plate

cross section of base

base height

buried depth

base plate dimensions

distance between anchor bolts

anchor bolts

weight

RE

FR

EF

AB

CD

E x

FP

GH

IJ

KL

Col

umn

on

flang

e pl

ate

Col

umn

with

bu

ried

root

Mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

kg

PCD

2430

PCD

3430

314

076

6246

0 x

600,

9014

00,

450,

7526

0 x

260

200

x 20

04

HA1

6/M

14 -

300

17

PCD

2302

PCD

3302

316

812

083

460

x 70

0,90

168

0,50

0,85

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0023

PCD

2435

PCD

3435

3,5

140

7662

460

x 60

0,90

140

0,45

0,75

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0018

PCD

2352

PCD

3352

3,5

168

120

8346

0 x

700,

9016

80,

500,

8526

0 x

260

200

x 20

04

HA1

6/M

14 -

300

26

PCD

2440

PCD

3440

414

076

6246

0 x

600,

9014

00,

450,

7526

0 x

260

200

x 20

04

HA1

6/M

14 -

300

20

PCD

2402

PCD

3402

416

812

083

460

x 70

0,90

168

0,50

0,85

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0029

PCD

2450

PCD

3450

514

076

6246

0 x

600,

9014

00,

450,

7526

0 x

260

200

x 20

04

HA1

6/M

14 -

300

23

PCD

2502

PCD

3502

516

812

083

460

x 70

0,90

168

0,50

0,85

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0034

PCD

2950

PCD

3950

519

412

010

046

0 x

700,

9019

40,

601,2

026

0 x

260

200

x 20

04

HA2

0/M

18 -

400

44

HEIGHT OF COLUMN

cross section of shaft at base

cross section of shaft at top

door: useful depth

door: useful height x useful width

distance from bottom of door/plate

cross section of base

base height

buried depth

base plate dimensions

distance between anchor bolts

anchor bolts

weight

RE

FR

EF

AB

CD

E x

FP

GH

IJ

KL

Col

umn

on

flang

e pl

ate

Col

umn

with

bu

ried

root

Mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

kg

PCD

2602

PCD

3602

616

812

083

460

x 70

0,90

168

0,50

0,85

26

0 x

260

200

x 20

04

HA1

6/M

14 -

300

39

PCD

2960

PCD

3960

619

412

010

046

0 x

700,

9019

40,

601,2

026

0 x

260

200

x 20

04

HA2

0/M

18 -

400

50

PCD

2260

PCD

3260

622

014

011

746

0 x

901,0

022

00,

601,4

040

0 x

400

300

x 30

04

HA2

0/M

18 -

400

75

PCD

2702

PCD

3702

719

412

010

046

0 x

700,

9019

40,

601,2

026

0 x

260

200

x 20

04

HA2

0/M

18 -

400

56

PCD

2270

PCD

3270

722

014

011

746

0 x

901,0

022

00,

601,4

040

0 x

400

300

x 30

04

HA2

0/M

18 -

400

83

PCD

2770

PCD

3770

727

514

014

046

0 x

110

1,20

275

0,75

1,50

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0010

9

PCD

2802

PCD

3802

819

412

010

046

0 x

700,

9019

40,

601,2

026

0 x

260

200

x 20

04

HA2

0/M

18 -

400

62

PCD

2280

PCD

3280

822

014

011

746

0 x

901,0

022

00,

601,4

040

0 x

400

300

x 30

04

HA2

0/M

18 -

400

92

PCD

2780

PCD

3780

827

514

014

046

0 x

110

1,20

275

0,75

1,50

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0012

0

PCD

2290

PCD

3290

922

014

011

746

0 x

901,0

022

00,

601,4

040

0 x

400

300

x 30

04

HA2

0/M

18 -

400

100

PCD

2790

PCD

3790

927

514

014

046

0 x

110

1,20

275

0,75

1,50

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0013

1

PCD

2710

PCD

3710

1027

514

014

046

0 x

110

1,20

275

0,75

1,50

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0014

1

231

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

5 m

10 m 5 m

Dôm

e XL

/ 6-10

mD

ôme

XL/ 3

-5 m

DE

SCR

IPTI

ON

: Tap

ered

cyl

ind

rical

glu

ed la

min

ated

tim

ber

sha

ft ce

rtifi

ed A

CE

RB

OIS

GLU

LAM

, pro

duc

ed

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Cyl

ind

rical

flus

h b

ase

in g

alva

nize

d s

teel

and

pow

der

coa

ted

pol

y-es

ter

finis

h. P

ole

cove

ring

cap

in fo

rmed

gal

vani

zed

ste

el w

ith p

owd

er c

oate

d p

olye

ster

fini

sh. D

esig

n an

d p

rod

uctio

n ac

cord

ing

to th

e g

ener

al r

ules

of t

he C

UAP

01/0

6/20

07 a

nd th

e sp

ecifi

catio

ns o

f the

Eu

rop

ean

Tech

nica

l Ap

pro

val E

TA-10

/008

9: 2

010.

CE

mar

ked

pro

duc

t: C

ertifi

cate

of c

onfo

rmity

CE

067

9-C

PD

-047

3.

DE

SCR

IPTI

ON

: Tap

ered

cyl

ind

rical

glu

ed la

min

ated

tim

ber

sha

ft ce

rtifi

ed A

CE

RB

OIS

GLU

LAM

, pro

duc

ed

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Cyl

ind

rical

flus

h b

ase

in g

alva

nize

d s

teel

and

pow

der

coa

ted

pol

y-es

ter

finis

h. P

ole

cove

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cap

in fo

rmed

gal

vani

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ste

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owd

er c

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d p

olye

ster

fini

sh. D

esig

n an

d p

rod

uctio

n ac

cord

ing

to th

e g

ener

al r

ules

of t

he C

UAP

01/0

6/20

07 a

nd th

e sp

ecifi

catio

ns o

f the

Eu

rop

ean

Tech

nica

l Ap

pro

val E

TA-10

/008

9: 2

010.

CE

mar

ked

pro

duc

t: C

ertifi

cate

of c

onfo

rmity

CE

067

9-C

PD

-047

3.

HEIGHT OF COLUMN

cross section of shaft at base

cross section of shaft at top

door: useful depth

door: useful height x useful width

distance from bottom of door/plate

cross section of base

base height

buried depth

base plate dimensions

distance between anchor bolts

anchor bolts

weightR

EF

RE

FA

BC

DE

x F

PG

HI

JK

L

Col

umn

on

flang

e pl

ate

Col

umn

with

bu

ried

root

Mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

kg

PCD

0335

PCD

1335

311

576

6130

0 x

900,

3511

51,0

00,

8026

0 x

260

200

x 20

04

HA1

6/M

14 -

300

19

PCD

0336

PCD

1336

314

076

9335

0 x

900,

3514

01,1

00,

9026

0 x

260

200

x 20

04

HA1

6/M

14 -

300

23

PCD

0325

PCD

1325

3,5

115

7661

300

x 90

0,35

115

1,00

0,80

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0020

PCD

0339

PCD

1339

3,5

140

7693

350

x 90

0,35

140

1,10

0,90

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0025

PCD

0337

PCD

1337

3,5

168

120

125

450

x 90

0,35

168

1,20

1,30

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0034

PCD

0326

PCD

1326

411

576

6130

0 x

900,

3511

51,0

00,

8026

0 x

260

200

x 20

04

HA1

6/M

14 -

300

21

PCD

0328

PCD

1328

414

076

9335

0 x

900,

3514

01,1

00,

9026

0 x

260

200

x 20

04

HA1

6/M

14 -

300

27

PCD

0304

PCD

1304

416

812

012

545

0 x

900,

3516

81,2

01,3

026

0 x

260

200

x 20

04

HA1

6/M

14 -

300

37

PCD

0327

PCD

1327

511

576

6130

0 x

900,

3511

51,0

00,

8026

0 x

260

200

x 20

04

HA1

6/M

14 -

300

24

PCD

0329

PCD

1329

514

076

9335

0 x

900,

3514

01,1

00,

9026

0 x

260

200

x 20

04

HA1

6/M

14 -

300

30

PCD

0305

PCD

1305

516

812

012

545

0 x

900,

3516

81,2

01,3

026

0 x

260

200

x 20

04

HA1

6/M

14 -

300

42

PCD

0324

PCD

1324

519

412

014

845

0 x

100

0,35

194

1,20

1,40

260

x 26

020

0 x

200

4 H

A20/

M18

- 4

0054

HEIGHT OF COLUMN

cross section of shaft at base

cross section of shaft at top

door: useful depth

door: useful height x useful width

distance from bottom of door/plate

cross section of base

base height

buried depth

base plate dimensions

distance between anchor bolts

anchor bolts

weight

RE

FR

EF

AB

CD

E x

FP

GH

IJ

KL

Col

umn

on

flang

e pl

ate

Col

umn

with

bu

ried

root

Mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

kg

PCD

0330

PCD

1330

614

076

9340

0 x

900,

3514

01,1

00,

9026

0 x

260

200

x 20

04

HA1

6/M

14 -

300

33

PCD

0306

PCD

1306

616

812

012

545

0 x

900,

3516

81,2

01,3

026

0 x

260

200

x 20

04

HA1

6/M

14 -

300

48

PCD

0313

PCD

1313

619

412

014

845

0 x

100

0,35

194

1,20

1,40

260

x 26

020

0 x

200

4 H

A20/

M18

- 4

0061

PCD

0338

PCD

1338

716

812

012

545

0 x

900,

3516

81,2

01,3

026

0 x

260

200

x 20

04

HA1

6/M

14 -

300

54

PCD

0307

PCD

1307

719

412

014

845

0 x

100

0,35

194

1,20

1,40

260

x 26

020

0 x

200

4 H

A20/

M18

- 4

0068

PCD

0314

PCD

1314

722

014

017

550

0 x

100

0,35

220

1,35

1,50

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0010

2

PCD

0308

PCD

1308

819

412

014

845

0 x

100

0,35

194

1,20

1,40

260

x 26

020

0 x

200

4 H

A20/

M18

- 4

0075

PCD

0315

PCD

1315

822

014

017

550

0 x

100

0,35

220

1,35

1,50

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0011

2

PCD

0331

PCD

1331

824

514

019

550

0 x

120

0,35

245

1,50

1,50

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0013

3

PCD

0317

PCD

1317

827

514

022

650

0 x

120

0,35

275

1,50

1,50

400

x 40

030

0 x

300

4 H

A25/

M24

- 6

0015

2

PCD

0309

PCD

1309

919

412

014

845

0 x

100

0,35

194

1,20

1,40

260

x 26

020

0 x

200

4 H

A20/

M18

- 4

0081

PCD

0316

PCD

1316

922

014

017

550

0 x

100

0,35

220

1,35

1,50

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0012

1

PCD

0332

PCD

1332

924

514

019

550

0 x

120

0,35

245

1,50

1,50

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0014

3

PCD

0318

PCD

1318

927

514

022

650

0 x

120

0,35

275

1,50

1,50

400

x 40

030

0 x

300

4 H

A25/

M24

- 6

0016

4

PCD

0311

PCD

1311

1022

014

017

550

0 x

100

0,35

220

1,35

1,50

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0013

0

PCD

0333

PCD

1333

1024

514

019

550

0 x

120

0,35

245

1,50

1,50

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0015

3

PCD

0320

PCD

1320

1027

514

022

650

0 x

120

0,35

275

1,50

1,50

400

x 40

030

0 x

300

4 H

A25/

M24

- 6

0017

7

A I

H

P

D

E

F GB

J KC

A I

H

P

D

E

F GB

J KC

5 m

5 m

10 m

Jup

iter/

3-6

mN

ova/

3-10

m

DE

SCR

IPTI

ON

: Tap

ered

sq

uare

glu

ed la

min

ated

tim

ber

sha

ft ce

rtifi

ed A

CE

RB

OIS

GLU

LAM

, pro

duc

ed

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). C

ast a

lum

iniu

m b

ase

dou

blin

g a

s fo

und

atio

n b

lock

cov

er

finis

hed

in p

owd

er c

oate

d p

olye

ster

. Pol

e co

verin

g c

ap in

form

ed g

alva

nize

d s

teel

with

pow

der

coa

ted

p

olye

ster

fini

sh. D

esig

n an

d p

rod

uctio

n ac

cord

ing

to th

e g

ener

al r

ules

of t

he C

UAP

01/0

6/20

07 a

nd th

e sp

ecifi

catio

ns o

f the

Eur

opea

n Te

chni

cal A

pp

rova

l ETA

-10/0

089:

201

0.

CE

mar

ked

pro

duc

t: C

ertifi

cate

of c

onfo

rmity

CE

067

9-C

PD

-047

3.

DE

SCR

IPTI

ON

: Reg

ular

sq

uare

glu

ed la

min

ated

tim

ber

sha

ft ce

rtifi

ed A

CE

RB

OIS

GLU

LAM

, pro

duc

ed

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). C

ast a

lum

iniu

m b

ase

dou

blin

g a

s fo

und

atio

n b

lock

cov

er

finis

hed

in p

owd

er c

oate

d p

olye

ster

. Pol

e co

verin

g c

ap in

form

ed g

alva

nize

d s

teel

with

pow

der

coa

ted

p

olye

ster

fini

sh. D

esig

n an

d p

rod

uctio

n ac

cord

ing

to th

e g

ener

al r

ules

of t

he C

UAP

01/0

6/20

07 a

nd th

e sp

ecifi

catio

ns o

f the

Eur

opea

n Te

chni

cal A

pp

rova

l ETA

-10/0

089:

201

0.

CE

mar

ked

pro

duc

t: C

ertifi

cate

of c

onfo

rmity

CE

067

9-C

PD

-047

3.

HEIGHT OF COLUMN

cross section of shaft at base

cross section of shaft at top

door: useful depth

door: useful height x useful width

distance from bottom of door/plate

cross section of base

base height

buried depth

base plate dimensions

distance between anchor bolts

anchor bolts

weightR

EF

RE

FA

BC

DE

x F

PG

HI

JK

L

Col

umn

on

flang

e pl

ate

Col

umn

with

bu

ried

root

Mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

kg

PCN

2330

PCN

3330

314

010

078

460

x 70

0,90

180

0,60

0,90

380

x 38

020

0 x

200

4 H

A20/

M18

- 4

0026

PCN

2335

PCN

3335

3,5

140

100

7846

0 x

700,

9018

00,

600,

9038

0 x

380

200

x 20

04

HA2

0/M

18 -

400

28

PCN

2340

PCN

3340

414

010

078

460

x 70

0,90

180

0,60

0,90

380

x 38

020

0 x

200

4 H

A20/

M18

- 4

0030

PCN

2350

PCN

3350

514

010

078

460

x 70

0,90

180

0,60

0,90

380

x 38

020

0 x

200

4 H

A20/

M18

- 4

0035

PCN

2360

PCN

3360

614

010

078

460

x 70

0,90

180

0,60

0,90

380

x 38

020

0 x

200

4 H

A20/

M18

- 4

0039

PCN

2560

PCN

3560

620

012

011

846

0 x

901,2

025

50,

701,2

055

0 x

550

300

x 30

04

HA2

5/M

24 -

600

84

PCN

2570

PCN

3570

720

012

011

846

0 x

901,2

025

50,

701,2

055

0 x

550

300

x 30

04

HA2

5/M

24 -

600

92

PCN

2670

PCN

3670

725

014

013

846

0 x

901,2

031

00,

701,5

060

0 x

600

350

x 35

04

HA2

5/M

24 -

600

116

PCN

2680

PCN

3680

825

014

013

846

0 x

901,2

031

00,

701,5

060

0 x

600

350

x 35

04

HA2

5/M

24 -

600

127

PCN

2690

PCN

3690

925

014

013

846

0 x

901,2

031

00,

701,5

060

0 x

600

350

x 35

04

HA2

5/M

24 -

600

138

PCN

2610

PCN

3610

1025

014

013

846

0 x

901,2

031

00,

701,5

060

0 x

600

350

x 35

04

HA2

5/M

24 -

600

149

HEIGHT OF COLUMN

cross section of shaft at base

cross section of shaft at top

door: useful depth

door: useful height x useful width

distance from bottom of door/plate

cross section of base

base height

buried depth

base plate dimensions

distance between anchor bolts

anchor bolts

weight

RE

FR

EF

AB

CD

E x

FP

GH

IJ

KL

Col

umn

on

flang

e pl

ate

Col

umn

with

bu

ried

root

Mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

kg

PCJ0

130

PCJ1

130

314

014

093

460

x 70

0,90

140

0,60

0,90

372

x 37

220

0 x

200

4 H

A20/

M18

- 4

0028

PCJ0

135

PCJ1

135

3,5

140

140

9346

0 x

700,

9014

00,

600,

9037

2 x

372

200

x 20

04

HA2

0/M

18 -

400

31

PCJ0

140

PCJ1

140

414

014

093

460

x 70

0,90

140

0,60

0,90

372

x 37

220

0 x

200

4 H

A20/

M18

- 4

0034

PCJ0

150

PCJ1

150

514

014

093

460

x 70

0,90

140

0,60

0,90

372

x 37

220

0 x

200

4 H

A20/

M18

- 4

0040

PCJ0

160

PCJ1

160

614

014

093

460

x 70

0,90

140

0,60

0,90

372

x 37

220

0 x

200

4 H

A20/

M18

- 4

0045

233

A I

H

P

D

E

F GB

J KC

5 m

A I

H

P

D

E

F GB

J KC

5 m

10 m

Cat

elam

/ 4-8

m

DE

SCR

IPTI

ON

: Tap

ered

cyl

ind

rical

glu

ed la

min

ated

tim

ber

sha

ft ce

rtifi

ed A

CE

RB

OIS

GLU

LAM

, pro

duc

ed

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Rib

bed

cyl

ind

rical

bas

e in

ext

rud

ed a

lum

iniu

m fi

nish

ed in

pow

der

co

ated

pol

yest

er. P

ole

cove

ring

cap

in fo

rmed

gal

vani

zed

ste

el w

ith p

owd

er c

oate

d p

olye

ster

fini

sh.

Des

ign

and

man

ufac

ture

acc

ord

ing

to B

uild

ing

Eur

ocod

es a

nd E

urop

ean

tech

nica

l fra

me

of r

efer

ence

C

UAP

01/0

6/20

07 “

Woo

d a

nd m

etal

com

pos

ite li

ght

ing

col

umns

“.

HEIGHT OF COLUMN

cross section of shaft at base

cross section of shaft at top

door: useful depth

door: useful height x useful width

distance from bottom of door/plate

cross section of base

base height

buried depth

base plate dimensions

distance between anchor bolts

anchor bolts

weight

RE

FR

EF

AB

CD

E x

FP

GH

IJ

KL

Col

umn

on

flang

e pl

ate

Col

umn

with

bu

ried

root

Mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

kg

PCC

0120

PCC

1120

417

814

014

040

0 x

800,

3717

81,5

50,

9030

0 x

300

200

x 20

04

HA2

5/M

24 -

600

38

PCC

0123

PCC

1123

517

814

014

040

0 x

800,

3717

81,5

50,

9030

0 x

300

200

x 20

04

HA2

5/M

24 -

600

45

PCC

0114

PCC

1114

822

416

818

040

0 x

800,

3722

41,5

51,3

040

0 x

400

300

x 30

04

HA2

5/M

24 -

600

101

Oha

shi/

3,5-

8 m

DE

SCR

IPTI

ON

: Var

iab

le s

ectio

n g

lued

lam

inat

ed ti

mb

er s

haft

cert

ified

AC

ER

BO

IS G

LULA

M, p

rod

uced

w

ith s

awn

pla

nks

from

sus

tain

ably

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). In

sid

e sq

uare

sec

tion

bas

e. B

ase

cove

r in

col

oure

d c

oncr

ete.

Pol

e co

verin

g p

ole

cove

ring

cap

in fo

rmed

gal

vani

sed

ste

el w

ith p

owd

er c

oate

d p

olye

ster

fini

sh. D

esig

n an

d m

anuf

actu

re a

ccor

din

g to

Bui

ldin

g E

uroc

odes

and

Eur

opea

n te

chni

cal f

ram

e of

ref

eren

ce C

UAP

01

/06/

2007

‘Woo

d a

nd m

etal

com

pos

ite li

ght

ing

col

umns

’.

HEIGHT OF COLUMN

cross section of shaft at base

cross section of shaft at top

door: useful depth

door: useful height x useful width

distance from bottom of door/plate

cross section of base

base height

buried depth

base plate dimensions

distance between anchor bolts

anchor bolts

weight

RE

FR

EF

AB

CD

E x

FP

GH

IJ

KL

Col

umn

on

flang

e pl

ate

Col

umn

with

bu

ried

root

Mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

kg

PCH

1653

PCH

2653

3.5

160

7680

400

x 70

0.9

160

0,20

0.9

260

x 26

020

0 x

200

4 H

A16/

M14

- 3

0050

PCH

1604

PCH

2604

416

076

8040

0 x

700.

916

00,

200.

926

0 x

260

200

x 20

04

HA1

6/M

14 -

300

52

PCH

1605

PCH

2605

516

076

8040

0 x

700.

916

00,

200.

926

0 x

260

200

x 20

04

HA1

6/M

14 -

300

56

PCH

1206

PCH

2206

625

011

415

040

0 x

901,2

525

00,

201.5

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0014

0

PCH

1207

PCH

2207

725

011

415

040

0 x

901,2

525

00,

201.5

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0014

7

PCH

1208

PCH

2208

825

011

415

040

0 x

901,2

525

00,

201.5

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0015

6

20 m

10 m

A

H

A I

H

P

D

E

F GB

J KC

5 m

Eag

le/ 1

4-26

m

DE

SCR

IPTI

ON

: Col

umn

com

pos

ed o

f tw

o re

ctan

gul

ar s

ectio

n b

eam

s ta

per

ing

dow

nwar

ds

cert

ified

AC

ER

BO

IS G

LULA

M, p

rod

uced

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith t

hree

coa

ts o

f woo

dst

ain

(Aub

rilam

HTE

pro

cess

). B

ase

in a

nd m

etal

p

arts

in g

alva

nise

d s

teel

, pol

yest

er p

owd

er c

oatin

g fi

nish

. Des

ign

and

man

ufac

ture

acc

ord

ing

to B

uild

ing

Eu

roco

des

and

Eur

opea

n te

chni

cal

fram

e of

ref

eren

ce C

UAP

01/0

6/20

07 “

Woo

d a

nd m

etal

com

pos

ite

light

ing

col

umns

“.

EIGHT OF COLUMN

cross section of shafts at base

cross section of shafts at top

distance between shafts(min - max)

height of base

specific c loading T *

specifi c loading M *

permissible sites **(region 4, terrain roughness 0)

AL

x l

L1 x

lE

H

RE

FM

mm

mm

mm

md

aNd

aN x

mm

²

PGD

041

414

480

x 15

020

0 x

150

300

- 60

01,3

4750

3385

02,

4

PGD

041

616

480

x 15

020

0 x

150

300

- 60

01,3

5050

3805

01,0

PGD

041

818

480

x 15

020

0 x

150

300

- 60

01,3

5400

4375

0-

PGD

043

818

640

x 20

025

0 x

200

350

- 90

01,7

8150

7560

04,

2

PGD

042

020

640

x 20

025

0 x

200

350

- 90

01,7

8450

8200

02,

2

PGD

042

222

640

x 20

025

0 x

200

350

- 90

01,7

8900

9040

00,

6

PGD

044

222

720

x 25

030

0 x

250

400

- 90

02

1110

012

3700

4,0

PGD

042

424

720

x 25

030

0 x

250

400

- 90

02

1160

013

4450

2,0

PGD

042

026

720

x 25

030

0 x

250

400

- 90

02

1210

014

4800

1,0

Alb

a/ 3

-5 m

DE

SCR

IPTI

ON

: Pai

red

sha

fts in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS G

LULA

M, p

rod

uced

w

ith s

awn

pla

nks

from

sus

tain

ably

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Trap

ezoi

d b

ase

with

tap

erin

g c

ross

sec

tion

and

con

nect

ion

bra

cers

in c

ast c

arb

on s

teel

trea

ted

ag

ains

t cor

rosi

on. D

esig

n an

d m

anuf

actu

re a

ccor

din

g to

Bui

ldin

g

Euro

cod

es a

nd E

urop

ean

tech

nica

l fra

me

of r

efer

ence

CU

AP 0

1/06/

2007

“ W

ood

and

met

al c

omp

osite

lig

htin

g c

olum

ns “.

HEIGHT OF COLUMN

cross section of shaft at base

cross section of shaft at top

door: useful depth

door: useful height x useful width

distance from bottom of door/plate

cross section of base

base height

buried depth

base plate dimensions

distance between anchor bolts

anchor bolts

weight

RE

FR

EF

AB

CD

E x

FP

GH

IJ

KL

Col

umn

on

flang

e pl

ate

Col

umn

with

bu

ried

root

Mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

kg

PCI2

130

PCI3

130

317

0 x

130

128

x 10

980

280

x 80

295

108

x 10

00,

650,

6028

0 x

280

200

x 20

04

HA1

6/M

14 -

300

58

PCI2

140

PCI3

140

417

0 x

130

128

x 10

980

280

x 80

295

108

x 10

00,

650,

6028

0 x

280

200

x 20

04

HA1

6/M

14 -

300

68

PCI2

150

PCI3

150

517

0 x

130

128

x 10

980

280

x 80

295

108

x 10

00,

650,

6028

0 x

280

200

x 20

04

HA1

6/M

14 -

300

76

cros

s se

ctio

n of

sh

afts

at

top

cros

s se

ctio

n of

sh

afts

at

bas

e

* C

alcu

late

d fo

r ex

trem

e si

tuat

ion

** M

ust b

e b

ased

on

a st

udy

of s

ite p

rior

to in

stal

latio

n.

235

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

10 m

15 m

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

A I

H

P

D

E

F GB

J KC

A I

H

P D

E

FGB

J KC

15 m

10 m

Sile

a/ 11

-16 m

DE

SCR

IPTI

ON

: Tap

ered

sq

uare

glu

ed la

min

ated

tim

ber

sha

ft ce

rtifi

ed A

CE

RB

OIS

GLU

LAM

, pro

duc

ed

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). Fl

ush

bas

e w

ith s

qua

re c

ross

sec

tion

in g

alva

nize

d s

teel

and

p

owd

er c

oate

d p

olye

ster

fini

sh. P

ole

cove

ring

cap

in fo

rmed

gal

vani

zed

ste

el w

ith p

owd

er c

oate

d

pol

yest

er fi

nish

. Des

ign

and

pro

duc

tion

acco

rdin

g to

the

gen

eral

rul

es o

f the

CU

AP 0

1/06/

2007

and

the

spec

ifica

tions

of t

he E

urop

ean

Tech

nica

l Ap

pro

val E

TA-10

/008

9: 2

010.

C

E m

arke

d p

rod

uct:

Cer

tifica

te o

f con

form

ity C

E 0

679-

CP

D-0

473.

HEIGHT OF COLUMN

cross section of shaft at base

cross section of shaft at top

door: useful depth

door: useful height x useful width

distance from bottom of door/plate

cross section of base

base height

buried depth

base plate dimensions

distance between anchor bolts

anchor bolts

weightR

EF

RE

FA

BC

DE

x F

PG

HI

JK

L

Col

umn

on

flang

e pl

ate

Col

umn

with

bu

ried

root

Mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

kg

PCS

1411

PCS

2411

1130

016

020

946

0 x

110

1,80

300

1,00

1,50

500

x 50

040

0 x

400

8 H

A20/

M18

- 4

0023

7

PCS

1611

PCS

2611

1135

016

024

946

0 x

110

1,80

350

1,20

1,80

550

x 55

045

0 x

450

8 H

A25/

M24

- 6

0028

4

PCS

1811

PCS

2811

1140

016

029

246

0 x

110

1,80

400

1,20

1,80

600

x 60

050

0 x

500

8 H

A25/

M24

- 6

0033

2

PCS

1412

PCS

2412

1230

016

020

946

0 x

110

1,80

300

1,00

1,50

500

x 50

040

0 x

400

8 H

A20/

M18

- 4

0025

2

PCS

1612

PCS

2612

1235

016

024

946

0 x

110

1,80

350

1,20

1,80

550

x 55

045

0 x

450

8 H

A25/

M24

- 6

0030

2

PCS

1812

PCS

2812

1240

016

029

246

0 x

110

1,80

400

1,20

1,80

600

x 60

050

0 x

500

8 H

A25/

M24

- 6

0035

2

PCS

1414

PCS

2414

1430

016

020

946

0 x

110

1,80

300

1,00

1,50

500

x 50

040

0 x

400

8 H

A20/

M18

- 4

0028

2

PCS

1614

PCS

2614

1435

016

024

946

0 x

110

1,80

350

1,20

1,80

550

x 55

045

0 x

450

8 H

A25/

M24

- 6

0033

6

PCS

1814

PCS

2814

1440

016

029

246

0 x

110

1,80

400

1,20

1,80

600

x 60

050

0 x

500

8 H

A25/

M24

- 6

0039

1

PCS

1616

PCS

2616

1635

016

024

946

0 x

110

1,80

350

1,20

1,80

550

x 55

045

0 x

450

8 H

A25/

M24

- 6

0037

0

PCS

1816

PCS

2816

1640

016

029

246

0 x

110

1,80

400

1,20

1,80

600

x 60

050

0 x

500

8 H

A25/

M24

- 6

0043

0

Sile

a XL

/ 11-1

6 m

DE

SCR

IPTI

ON

: Tap

ered

sq

uare

glu

ed la

min

ated

tim

ber

sha

ft ce

rtifi

ed A

CE

RB

OIS

GLU

LAM

, pro

duc

ed

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). Fl

ush

bas

e w

ith s

qua

re c

ross

sec

tion

in g

alva

nize

d s

teel

and

p

owd

er c

oate

d p

olye

ster

fini

sh. P

ole

cove

ring

cap

in fo

rmed

gal

vani

zed

ste

el w

ith p

owd

er c

oate

d

pol

yest

er fi

nish

. Des

ign

and

pro

duc

tion

acco

rdin

g to

the

gen

eral

rul

es o

f the

CU

AP 0

1/06/

2007

and

the

spec

ifica

tions

of t

he E

urop

ean

Tech

nica

l Ap

pro

val E

TA-10

/008

9: 2

010.

C

E m

arke

d p

rod

uct:

Cer

tifica

te o

f con

form

ity C

E 0

679-

CP

D-0

473.

HEIGHT OF COLUMN

cross section of shaft at base

cross section of shaft at top

door: useful depth

door: useful height x useful width

distance from bottom of door/plate

cross section of base

base height

buried depth

base plate dimensions

distance between anchor bolts

anchor bolts

weight

RE

FR

EF

AB

CD

E x

FP

GH

IJ

KL

Col

umn

on

flang

e pl

ate

Col

umn

with

bu

ried

root

Mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

kg

PCS

3411

PCS

4411

1130

016

027

345

0 x

120

0,35

300

1,50

2,00

500

x 50

040

0 x

400

8 H

A25/

M24

- 6

0026

6

PCS

3611

PCS

4611

1135

016

032

345

0 x

120

0,35

350

1,50

2,00

550

x 55

045

0 x

450

8 H

A25/

M24

- 6

0032

7

PCS

3412

PCS

4412

1230

016

027

345

0 x

120

0,35

300

1,50

2,00

500

x 50

040

0 x

400

8 H

A25/

M24

- 6

0028

3

PCS

3612

PCS

4612

1235

016

032

345

0 x

120

0,35

350

1,50

2,00

550

x 55

045

0 x

450

8 H

A25/

M24

- 6

0034

6

PCS

3414

PCS

4414

1430

016

027

345

0 x

120

0,35

300

1,50

2,00

500

x 50

040

0 x

400

8 H

A25/

M24

- 6

0031

5

PCS

3614

PCS

4614

1435

016

032

345

0 x

120

0,35

350

1,50

2,00

550

x 55

045

0 x

450

8 H

A25/

M24

- 6

0036

2

PCS

3616

PCS

4616

1635

016

032

345

0 x

120

0,35

350

1,50

2,00

550

x 55

045

0 x

450

8 H

A25/

M24

- 6

0042

5

PCS

3816

PCS

4816

1640

016

037

350

0 x

120

0,35

400

1,60

2,00

600

x 60

050

0 x

500

8 H

A25/

M24

- 6

0049

4

10 m

15 m

A

H

P

D

E

FGB

J K

C

A

H

DGB

J K

C

P

E

F

A

H

P

D

EF

GB

J K

C

A

H

DGB

J K

C

P

E

F

10 m

15 m

A

H

P

D

E

FGB

J K

C

A

H

DGB

J K

C

P

E

F

A

H

P

D

E

FGB

J K

C

A

H

DGB

J K

C

P

E

F

Hel

iaca

XL/

11-16

m

DE

SCR

IPTI

ON

: Col

umn

with

twin

sq

uare

sec

tion

tap

erin

g s

hafts

con

nect

ed b

y m

etal

bra

cers

. Sha

fts

cert

ified

AC

ER

BO

IS G

LULA

M, p

rod

uced

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). S

qua

re s

ectio

n flu

sh b

ase

in g

alva

nise

d s

teel

, pol

yest

er p

owd

er c

oatin

g fi

nish

. Cap

s at

top

of c

olum

n in

form

ed g

alva

nise

d s

teel

, p

olye

ster

pow

der

coa

ted

. Des

ign

and

pro

duc

tion

acco

rdin

g to

the

gen

eral

rul

es o

f the

CU

AP 0

1/06/

2007

an

d th

e sp

ecifi

catio

ns o

f the

Eur

opea

n Te

chni

cal A

pp

rova

l ETA

-10/0

089:

201

0.

CE

mar

ked

pro

duc

t: C

ertifi

cate

of c

onfo

rmity

CE

067

9-C

PD

-047

3.HEIGHT OF COLUMN

cross section of shaft at base

cross section of shaft at top

door: useful depth

door: useful height x useful width

distance from bottom of door/plate

cross section of base

base height

buried depth

base plate dimensions

distance between anchor bolts

anchor bolts

weight

RE

FR

EF

AB

CD

E x

FP

GH

IJ

KL

Col

umn

on

flang

e pl

ate

Col

umn

with

bur

ied

ro

otM

mm

mm

mm

mm

mm

mm

mm

mm

mm

mkg

PGS

3411

PGS

4411

1130

016

027

345

0 x

120

0,35

300

1,50

2,00

500

x 50

040

0 x

400

8 H

A25/

M24

- 6

0055

9

PGS

3412

PGS

4412

1230

016

027

345

0 x

120

0,35

300

1,50

2,00

500

x 50

040

0 x

400

8 H

A25/

M24

- 6

0059

5

PGS

3616

PGS

4616

1235

016

032

345

0 X

120

0,35

350

1,50

2,00

550

x 55

045

0 x

450

8 H

A25/

M24

- 6

0072

7

PGS

3414

PGS

4414

1430

016

027

345

0 x

120

0,35

300

1,50

2,00

500

x 50

040

0 x

400

8 H

A25/

M24

- 6

0066

2

PGS

3614

PGS

4614

1435

016

032

345

0 x

120

0,35

350

1,50

2,00

550

x 55

045

0 x

450

8 H

A25/

M24

- 6

0076

0

PGS

3616

PGS

4616

1635

016

032

345

0 x

120

0,35

350

1,50

2,00

550

x 55

045

0 x

450

8 H

A25/

M24

- 6

0089

3

PGS

3816

PGS

4816

1640

016

037

350

0 x

120

0,35

400

1,60

2,00

600

x 60

050

0 x

500

8 H

A25/

M24

- 60

01 0

38

Hel

iaca

/ 11-1

6 m

DE

SCR

IPTI

ON

: Col

umn

with

twin

sq

uare

sec

tion

tap

erin

g s

hafts

con

nect

ed b

y m

etal

bra

cers

. Sha

fts

cert

ified

AC

ER

BO

IS G

LULA

M, p

rod

uced

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). S

qua

re s

ectio

n flu

sh b

ase

in g

alva

nise

d s

teel

, pol

yest

er p

owd

er c

oatin

g fi

nish

. Cap

s at

top

of c

olum

n in

form

ed g

alva

nise

d s

teel

, p

olye

ster

pow

der

coa

ted

. Des

ign

and

pro

duc

tion

acco

rdin

g to

the

gen

eral

rul

es o

f the

CU

AP 0

1/06/

2007

an

d th

e sp

ecifi

catio

ns o

f the

Eur

opea

n Te

chni

cal A

pp

rova

l ETA

-10/0

089:

201

0.

CE

mar

ked

pro

duc

t: C

ertifi

cate

of c

onfo

rmity

CE

067

9-C

PD

-047

3.

HEIGHT OF COLUMN

cross section of shaft at base

cross section of shaft at top

door: useful depth

door: useful height x useful width

distance from bottom of door/plate

cross section of base

base height

buried depth

base plate dimensions

distance between anchor bolts

anchor bolts

weightR

EF

RE

FA

BC

DE

x F

PG

HI

JK

L

Col

umn

on

flang

e pl

ate

Col

umn

with

bur

ied

ro

otM

mm

mm

mm

mm

mm

mm

mm

mm

mm

mkg

PGS

1411

PGS

2411

1130

016

020

946

0 x

110

1,80

300

1,00

1,50

500

x 50

040

0 x

400

8 H

A20/

M18

- 4

0049

8

PGS

1611

PGS

2611

1135

016

024

946

0 x

110

1,80

350

1,20

1,80

550

x 55

045

0 x

450

8 H

A25/

M24

- 6

0059

7

PGS

1412

PGS

2412

1230

016

020

946

0 x

110

1,80

300

1,00

1,50

500

x 50

040

0 x

400

8 H

A20/

M18

- 4

0053

0

PGS

1612

PGS

2612

1235

016

024

946

0 x

110

1,80

350

1,20

1,80

550

x 55

045

0 x

450

8 H

A25/

M24

- 6

0063

4

PGS

1812

PGS

2812

1240

016

029

246

0 X

110

1,80

400

1,20

1,80

600

x 60

050

0 x

500

8 H

A25/

M24

- 6

0073

9

PGS

1414

PGS

2414

1430

016

020

946

0 x

110

1,80

300

1,00

1,50

500

x 50

040

0 x

400

8 H

A20/

M18

- 4

0059

2

PGS

1614

PGS

2614

1435

016

024

946

0 x

110

1,80

350

1,20

1,80

550

x 55

045

0 x

450

8 H

A25/

M24

- 6

0070

6

PGS

1814

PGS

2814

1440

016

029

246

0 x

110

1,80

400

1,20

1,80

600

x 60

050

0 x

500

8 H

A25/

M24

- 6

0082

1

PGS

1616

PGS

2616

1635

016

024

946

0 x

110

1,80

350

1,20

1,80

550

x 55

045

0 x

450

8 H

A25/

M24

- 6

0077

7

PGS

1816

PGS

2816

1640

016

029

246

0 x

110

1,80

400

1,20

1,80

600

x 60

050

0 x

500

8 H

A25/

M24

- 6

0090

3

23715 m

10 m

A

H

DGB

J K

C

A

H

DGB

J K

C

P

E

F

P

E

F

A

H

DGB

J K

C

A

H

DGB

J K

C

P

E

F

P

E

F

15 m

10 m

A

H

DGB

J K

C

A

H

DGB

J K

C

P

E

F

P

E

F

A

H

DGB

J K

C

A

H

DGB

J K

C

P

E

F

P

E

F

Athe

na X

L/ 11

-16 m

DE

SCR

IPTI

ON

: Col

umn

with

twin

cyl

ind

rical

tap

erin

g s

hafts

con

nect

ed b

y m

etal

bra

cers

. Sha

fts c

ertifi

ed A

CE

RB

OIS

G

LULA

M, p

rod

uced

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). C

ylin

dric

al fl

ush

bas

e in

gal

vani

sed

ste

el, p

olye

ster

pow

der

coa

ting

fini

sh.

Cap

s at

top

of c

olum

n in

form

ed g

alva

nise

d s

teel

, pol

yest

er p

owd

er c

oate

d. D

esig

n an

d p

rod

uctio

n ac

cord

ing

to th

e g

ener

al r

ules

of t

he C

UAP

01/0

6/20

07 a

nd th

e sp

ecifi

catio

ns o

f the

Eur

opea

n Te

chni

cal A

pp

rova

l ETA

-10/0

089:

201

0.

CE

mar

ked

pro

duc

t: C

ertifi

cate

of c

onfo

rmity

CE

067

9-C

PD

-047

3.

HEIGHT OF COLUMN

cross section of shaft at base

cross section of shaft at top

door: useful depth

door: useful height x useful width

distance from bottom of door/plate

cross section of base

base height

buried depth

base plate dimensions

distance between anchor bolts

anchor bolts

weight

RE

FR

EF

AB

CD

E x

FP

GH

IJ

KL

Col

umn

on

flang

e pl

ate

Col

umn

with

bur

ied

ro

otM

mm

mm

mm

mm

mm

mm

mm

mm

mm

mkg

PGR

0221

PGR

1221

1124

514

019

550

0 X

120

0,35

245

1,50

1,50

400

X 40

030

0 X

300

4 H

A20/

M18

- 4

0034

2

PGR

0321

PGR

1321

1127

514

022

650

0 x

120

0,35

275

1,50

1,50

400

x 40

030

0 x

300

4 H

A25/

M24

- 6

0039

5

PGR

0222

PGR

1222

1224

514

019

550

0 X

120

0,35

245

1,50

1,50

400

X 40

030

0 X

300

4 H

A20/

M18

- 4

0036

6

PGR

0322

PGR

1322

1227

514

022

650

0 x

120

0,35

275

1,50

1,50

400

x 40

030

0 x

300

4 H

A25/

M24

- 6

0041

6

PGR

0224

PGR

1224

1424

514

019

550

0 X

120

0,35

245

1,50

1,50

400

X 40

030

0 X

300

4 H

A20/

M18

- 4

0041

2

PGR

0324

PGR

1324

1427

514

022

650

0 x

120

0,35

275

1,50

1,50

400

x 40

030

0 x

300

4 H

A25/

M24

- 6

0046

0

PGR

0326

PGR

1326

1627

514

022

650

0 x

120

0,35

275

1,50

1,50

400

x 40

030

0 x

300

4 H

A25/

M24

- 6

0050

6

Athe

na/ 1

1-14

m

DE

SCR

IPTI

ON

: Col

umn

with

twin

cyl

ind

rical

tap

erin

g s

hafts

con

nect

ed b

y m

etal

bra

cers

. Sha

fts c

ertifi

ed A

CE

RB

OIS

G

LULA

M, p

rod

uced

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). C

ylin

dric

al fl

ush

bas

e in

gal

vani

sed

ste

el, p

olye

ster

pow

der

coa

ting

fini

sh.

Cap

s at

top

of c

olum

n in

form

ed g

alva

nise

d s

teel

, pol

yest

er p

owd

er c

oate

d. D

esig

n an

d p

rod

uctio

n ac

cord

ing

to th

e g

ener

al r

ules

of t

he C

UAP

01/0

6/20

07 a

nd th

e sp

ecifi

catio

ns o

f the

Eur

opea

n Te

chni

cal A

pp

rova

l ETA

-10/0

089:

201

0.

CE

mar

ked

pro

duc

t: C

ertifi

cate

of c

onfo

rmity

CE

067

9-C

PD

-047

3.

HEIGHT OF COLUMN

cross section of shaft at base

cross section of shaft at top

door: useful depth

door: useful height x useful width

distance from bottom of door/plate

cross section of base

base height

buried depth

base plate dimensions

distance between anchor bolts

anchor bolts

weight

RE

FR

EF

AB

CD

E x

FP

GH

IJ

KL

Col

umn

on

flang

e pl

ate

Col

umn

with

bur

ied

ro

otM

mm

mm

mm

mm

mm

mm

mm

mm

mm

mkg

PGR

0371

PGR

1371

1127

514

014

046

0 x

110

1,20

275

0,75

1,50

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0031

9

PGR

0372

PGR

1372

1227

514

014

046

0 x

110

1,20

275

0,75

1,50

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0034

5

PGR

0374

PGR

1374

1427

514

014

046

0 x

110

1,20

275

0,75

1,50

400

x 40

030

0 x

300

4 H

A20/

M18

- 4

0039

3

Isis

/ si

ngle

- d

oub

le -

wal

l mou

nted

RE

FER

EN

CE

: SIN

GLE

PO

S011

6 / D

OU

BLE

PO

D01

16 /

WA

LL M

OU

NTE

D P

OM

0125

DE

SCR

IPTI

ON

: Bra

cket

in g

alva

nise

d w

eld

ed s

teel

fini

shed

in p

owd

er c

oate

d p

olye

ster

.C

AB

LIN

G: fi

tted

in fa

ctor

ySC

X: 0

,06

/ 0,10

/ 0,

0725

WE

IGH

T (K

G):

6,7

/ 11

/ 5

Ap

i/ si

ngle

- d

oub

le -

wal

l mou

nted

DE

SCR

IPTI

ON

: Bra

cket

in g

alva

nise

d w

eld

ed s

teel

fini

shed

in p

owd

er c

oate

d p

olye

ster

. IN

CLI

NAT

ION

OF

THE

BR

AC

KE

T: 2

° C

AB

LIN

G: fi

tted

in fa

ctor

y

RE

FER

EN

CE

: SIN

GLE

120

PO

S017

9 / D

OU

BLE

120

PO

D02

01

SCX:

0,19

/ 0,

11W

EIG

HT

(KG

): 8,

2 / 1

1,9

RE

FER

EN

CE

: SIN

GLE

140

PO

S018

0 / D

OU

BLE

140

PO

D02

02

SCX:

0,12

/ 0,

20W

EIG

HT

(KG

): 8,

9 / 1

2,5

RE

FER

EN

CE

: WA

LL M

OU

NTE

D P

OM

0123

SC

X: 0

,12W

EIG

HT

(KG

): 4,

8

Por

to/

sing

le -

dou

ble

- w

all m

ount

ed

RE

FER

EN

CE

: SIN

GLE

PO

S011

5 / D

OU

BLE

PO

D01

15 /

WA

LL M

OU

NTE

D P

OM

0124

DE

SCR

IPTI

ON

: Bra

cket

in g

alva

nise

d w

eld

ed s

teel

fini

shed

in p

owd

er c

oate

d

pol

yest

er.

CA

BLI

NG

: fitte

d in

fact

ory

SCX:

0,0

5 / 0

,08

/ 0,14

5W

EIG

HT

(KG

) : 4

,8 /

6,4

/ 3,3

5

239

500

- 1

000

500

- 1

000

500

- 1

000

Cat

elam

/ si

ngle

- d

oub

le –

wal

l mou

nted

RE

FER

EN

CE

: SIN

GLE

PO

S012

0 / D

OU

BLE

PO

D01

20 /

WA

LL M

OU

NTE

D P

OM

0110

DE

SCR

IPTI

ON

: Top

ext

ensi

on p

iece

in e

xtru

ded

alu

min

ium

, fini

shed

in p

owd

er

coat

ed p

olye

ster

. Out

reac

h ar

m in

wel

ded

gal

vani

sed

ste

el, fi

nish

ed in

pow

der

coa

ted

p

olye

ster

. Bra

cing

rod

in w

eld

ed s

teel

, ad

just

able

via

sta

inle

ss s

teel

turn

buc

kle.

INC

LIN

ATIO

N O

F TH

E B

RA

CK

ET:

5°

CA

BLI

NG

: fitte

d in

fact

ory

SCX:

0,2

7 / 0

,40

/ 0,0

1W

EIG

HT

(KG

): 11

,2 /

15,2

/ 9,

4

Bus

sy/

sing

le -

dou

ble

– w

all m

ount

ed

RE

FER

EN

CE

: SIN

GLE

PO

S015

2 / D

OU

BLE

PO

S015

3 / W

ALL

MO

UN

TED

PO

M01

26

DE

SCR

IPTI

ON

: Bra

cket

in p

olye

ster

pow

der

coa

ted

cas

t alu

min

ium

.As

sem

bly

: Fac

tory

fitte

d e

xten

sion

ont

o th

e sh

aft.

Out

reac

h ar

m a

nd ti

e ro

d to

be

mou

nted

on

site

:-

the

arm

is a

ssem

ble

d to

the

exte

nsio

n w

ith 4

M6

oval

hea

d s

crew

s,-

the

tie r

od is

ass

emb

led

to th

e ar

m w

ith a

M6

oval

hea

d s

crew

and

to th

e ex

tens

ion

with

a p

ush

fit fi

tting

.IN

CLI

NAT

ION

OF

THE

BR

AC

KE

T: 5

° C

AB

LIN

G: fi

tted

in fa

ctor

ySC

X: 0

,2 /

0,3

/ 0,0

8W

EIG

HT

(KG

): 9,

3 / 1

3,5

/ 5,2

Solis

/ 1

to 4

arm

s

DE

SCR

IPTI

ON

: Bra

cket

in g

alva

nise

d w

eld

ed s

teel

fini

shed

in p

owd

er c

oate

d p

olye

ster

. IN

CLI

NAT

ION

OF

THE

BR

AC

KE

T: 5

° C

AB

LIN

G: fi

tted

in fa

ctor

y

RE

FER

EN

CE

: 1 A

RM

S 50

0 A

LT04

78 /

2 A

RM

S 50

0 A

LT04

79 /

3 A

RM

S 50

0 A

LT04

80 /

4 A

RM

S 50

0 A

LT04

81

SCX:

0,0

3 / 0

,06

/ 0,0

9 / 0

,12W

EIG

HT

(KG

): 4,

3 / 6

,4 /

8,5

/ 10,

6

RE

FER

EN

CE

: 1 A

RM

S 10

00 A

LT04

82 /

2 A

RM

S 10

00 A

LT04

83 /

3 A

RM

S 10

00 A

LT04

84

/ 4 A

RM

S 10

00 A

LT04

85

SCX:

0,0

6 / 0

,12 /

0,18

/ 0,

24W

EIG

HT

(KG

): 9,

1 / 1

5,9

/ 22,

8 / 2

9,6

100

100

100

Ra/

si

ngle

- d

oub

le

RE

FER

EN

CE

: SIN

GLE

PO

S013

1 / D

OU

BLE

PO

D01

30 /

AD

AP

TOR

PP

D02

21

DE

SCR

IPTI

ON

: Bra

cket

and

ad

apta

tor

in p

olye

ster

pow

der

coa

ted

cas

t alu

min

ium

.Th

e ad

apto

r is

del

iver

ed n

ot p

re-d

rille

d, a

nd is

ther

efor

e su

itab

le fo

rm

ost c

omm

erci

ally

ava

ilab

le c

rad

les.

CA

BLI

NG

: fitte

d in

fact

ory

SCX:

0,19

/ 0,

38 /

0,19

WE

IGH

T (K

G):

7,6 /

15,2

/ 7,6

Ele

a/

sing

le -

dou

ble

- w

all m

ount

ed

RE

FER

EN

CE

: SIN

GLE

PO

S010

9 / D

OU

BLE

PO

D01

08 /

WA

LL M

OU

NTE

D P

OM

0107

DE

SCR

IPTI

ON

: Bra

cket

in p

olye

ster

pow

der

coa

ted

cas

t alu

min

ium

.C

AB

LIN

G: fi

tted

in fa

ctor

ySC

X: 0

,16 /

0,26

/ 0,

12W

EIG

HT

(KG

): 7,6

/ 12

,5 /

8,7

Veg

a/

sing

le -

dou

ble

- w

all m

ount

ed

RE

FER

EN

CE

: SIN

GLE

PO

S010

6 / D

OU

BLE

PO

D01

06 /

WA

LL M

OU

NTE

D P

OM

0106

DE

SCR

IPTI

ON

: Bra

cket

in p

olye

ster

pow

der

coa

ted

cas

t alu

min

ium

. Out

reac

h ar

m

in g

lued

lam

inat

ed ti

mb

er c

ertifi

ed A

CE

RB

OIS

GLU

LAM

, pro

duc

ed w

ith s

awn

pla

nks

from

sus

tain

ably

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). En

dp

iece

in g

alva

nise

d s

teel

fini

shed

in p

owd

er

coat

ed p

olye

ster

.C

AB

LIN

G: fi

tted

in fa

ctor

ySC

X: 0

,32

/ 0,4

0 / 0

,12W

EIG

HT

(KG

): 12

,6 /

16 /

6,2

241

975

1 22

0

760

235

890

Ø 12

170

760

235

890

Ø 12

170

Cen

o/

fixed

rota

ting

cra

dle

- sl

idea

ble

rota

ting

cra

dle

RE

FER

EN

CE

: FIX

ED

SR

E01

37 /

SLID

EA

BLE

SR

E01

38

DE

SCR

IPTI

ON

: Fix

ed s

pot

light

cra

dle

: Uni

t con

sist

s of

a s

pot

light

cra

dle

and

a h

eel

in c

ast a

lum

iniu

m. T

he c

rad

le is

fixe

d o

nto

the

heel

and

piv

ots.

Fac

tory

mou

nted

by

tran

sver

se b

olt,

pol

yest

er p

owd

er c

oate

d.

Slid

eab

le s

pot

light

sup

por

t: U

nit c

onsi

sts

of a

sp

otlig

ht c

rad

le in

cas

t alu

min

ium

and

an

d a

hee

l in

extr

uded

alu

min

ium

. The

cra

dle

is fi

xed

ont

o th

e he

el a

nd p

ivot

s. T

he h

eel

slid

es u

p o

r d

own

the

CE

NO

trac

k. P

olye

ster

pow

der

coa

ted

.C

eno

trac

k: P

rofil

e in

ext

rud

ed a

lum

iniu

m fo

r sq

uare

sec

tion

or c

ylin

dric

al c

olum

n,

clos

ed o

f by

cap

s at

eac

h en

d. P

olye

ster

pow

der

coa

ted

. Fac

tory

mou

nted

by

tran

sver

se b

olt.

WE

IGH

T (K

G):

1 / 0

,8

Om

ega/

si

ngle

- d

oub

le -

wal

l mou

nted

RE

FER

EN

CE

: SIN

GLE

PO

S010

8 / D

OU

BLE

PO

D01

07 /

WA

LL M

OU

NTE

D P

OM

0108

DE

SCR

IPTI

ON

: Bra

cket

in p

olye

ster

pow

der

coa

ted

cas

t alu

min

ium

. Out

reac

h ar

m

in g

lued

lam

inat

ed ti

mb

er c

ertifi

ed A

CE

RB

OIS

GLU

LAM

, pro

duc

ed w

ith s

awn

pla

nks

from

sus

tain

ably

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). En

dp

iece

in g

alva

nise

d s

teel

fini

shed

in p

owd

er

coat

ed p

olye

ster

.C

AB

LIN

G: fi

tted

in fa

ctor

ySC

X: 0

,26

/ 0,3

5 / 0

,12W

EIG

HT

(KG

): 9

/ 12

/ 5,2

Alb

a/

sing

le -

wal

l mou

nted

RE

FER

EN

CE

: SIN

GLE

ALZ

0291

/ W

ALL

MO

UN

TED

ALZ

0486

D

ESC

RIP

TIO

N: B

rack

et in

pol

yest

er p

owd

er c

oate

d c

ast a

lum

iniu

m.

CA

BLI

NG

: cab

led

in fa

ctor

y / fi

tted

in fa

ctor

ySC

X: 0

,28

/ 0,11

WE

IGH

T (K

G):

12,1

/ 7,6

205

Ø 1

2

Ø 7

6

1 000

- 1 5

00

Ø 120

Ort

o/

crow

n

RE

FER

EN

CE

: 1M

PO

C01

02 /

1,5M

PO

C01

03

DE

SCR

IPTI

ON

: Cro

wn

in w

eld

ed g

alva

nise

d s

teel

pol

yest

er p

owd

er c

oate

d.

CA

BLI

NG

: fitte

d in

fact

ory

SCX:

0,2

6 / 0

,40

W

EIG

HT

(KG

): 40

,9 /

55

Mod

us/

crow

n

RR

EFE

RE

NC

E: 1

M P

OC

0100

/ 1,5

M P

OC

0101

DE

SCR

IPTI

ON

: Cro

wn

in w

eld

ed g

alva

nise

d s

teel

pol

yest

er p

owd

er c

oate

d.

CA

BLI

NG

: fitte

d in

fact

ory

SCX:

0,2

2 / 0

,30

WE

IGH

T (K

G):

37 /

49

Mas

t p

rote

ctor

/ p

rote

ctio

n

RE

FER

EN

CE

: 200

X 2

00 M

M G

ALV

AN

ISE

D S

TEE

L P

PD

0134

/ 20

0 X

200

MM

STA

INLE

SS S

TEE

L P

PD

0152

/ 30

0 X

300

MM

GA

LVA

NIS

ED

STE

EL

PP

D01

38 /

300

X 30

0 M

M S

TAIN

LESS

STE

EL

PP

D01

53

DE

SCR

IPTI

ON

: in

gal

vani

sed

ste

el o

r st

ainl

ess

stee

l for

mou

ntin

g o

n b

ases

with

a

dis

tanc

e b

etw

een

anch

or b

olts

of 2

00 o

r 30

0 m

m.

thk th

k

243

Spik

e ex

tens

ion/

ac

cess

orie

s

Tam

per p

roof

scr

ews/

pr

otec

tion

Illum

inat

ion

sock

ets/

acce

ssor

ies

Bas

e se

ctio

n ad

apto

r p

late

/ ac

cess

orie

s R

EFE

RE

NC

E: Ø

102

MM

- L

110

0 M

M P

PD

0123

/ Ø

120

MM

- L

120

0 M

M P

PD

0248

DE

SCR

IPTI

ON

: cas

t alu

min

ium

, pol

yest

er p

owd

er c

oate

d.

DE

SCR

IPTI

ON

: all

colu

mns

are

fitte

d w

ith ta

mp

erp

roof

scr

ews

CH

C w

ith c

entr

al p

in,

othe

r ta

mp

erp

roof

scr

ews

avai

lab

le o

n re

que

st

(sna

ke e

yes.

..).

RE

FER

EN

CE

: PP

D01

10

RE

FER

EN

CE

: TH

ICK

NE

SS 1

2 M

18 P

PD

0239

/ TH

ICK

NE

SS 1

5 M

24 P

PD

0240

DE

SCR

IPTI

ON

: pla

te in

wel

ded

ste

el, p

olye

ster

pow

der

coa

ted

. Ena

ble

s a

200

x 20

0 m

m b

ase

to b

e ad

apte

d to

a 3

00 x

300

mm

(col

umn

has

to b

e ro

tate

d 4

5°).

Cen

o/

sid

e co

nnec

tor

RE

FER

EN

CE

: SR

E01

49

DE

SCR

IPTI

ON

: sp

igot

in c

ast a

lum

iniu

m, p

olye

ster

pow

der

coa

ted

INC

LIN

ATIO

N O

F TH

E B

RA

CK

ET:

5°

WE

IGH

T (K

G):

0,9

usef

ul

oblo

ng h

oles

RE

FER

EN

CE

: 4M

PC

O30

40

SUP

PO

RT

DES

CR

IPTI

ON

: Glu

ed la

min

ated

tim

ber

bod

y w

ith r

egul

ar s

qua

re

sect

ion

cert

ified

AC

ER

BO

IS G

LULA

M, p

rod

uced

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er

finis

hed

with

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Cap

and

bas

e in

sq

uare

sec

tion,

in g

alva

nise

d s

teel

, fini

shed

in

pow

der

coa

ted

pol

yest

er. D

esig

n an

d p

rod

uctio

n ac

cord

ing

to

the

gen

eral

rul

es o

f the

CU

AP 0

1/06/

2007

and

the

spec

ifica

tions

of

the

Euro

pea

n Te

chni

cal A

pp

rova

l ETA

-10/0

089:

201

0. C

E m

arke

d

pro

duc

t: C

onfo

rmity

cer

tifica

te C

E 0

679-

CP

D-0

473.

ANC

HO

R B

OLT

S: M

14 x

300

CO

NC

RET

E B

LOC

K: 7

0x50

H

HE

AD

DES

CR

IPTI

ON

: Lum

inai

re in

alu

min

ium

eq

uip

ped

with

op

alis

ed

slee

ve in

PM

MA

. Sup

ply

from

220

-240

V 50

Hz

elec

tron

ic b

alla

st,

Cla

ss I,

IP r

atin

g 6

5, r

esis

tanc

e IK

08,

pre

-cab

led

in 3

G1.5

² up

to

colu

mn

acce

ss d

oor.

Con

nect

ion

box

not

sup

plie

d.

PO

WE

R: 5

5WLA

MP

: Com

pac

t fluo

resc

ent (

not s

upp

lied

)S

OC

KET:

2G

11

HE

AD C

OLO

UR

: Gre

y 90

0 sa

nded

Voxo

/ lig

htst

ack

Mos

hi/ l

ight

stac

k

Pho

tom

etric

s/ 5

5W -

FC

- 2

G11

Pho

tom

etric

s/ F

lood

light

- C

DM

-T -

40°

Pho

tom

etric

s/ F

lood

light

- C

DM

-T -

24°

Pho

tom

etric

s/ F

lood

light

- C

DM

-T -

10°

Pho

tom

etric

s/

Dow

nlig

ht

RE

FER

EN

CE

: 1 D

OW

NLI

GH

T P

CO

4060

/ 1

DO

WN

LIG

HT

+ 1

SPO

TLIG

HT

PC

O41

60 /

1 D

+ 2

P P

CO

4260

/ 1

D +

3 P

PC

O43

60

SUP

PO

RT

DES

CR

IPTI

ON

: Cyl

ind

rical

sha

ft in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS G

LULA

M, p

rod

uced

with

saw

n p

lank

s fro

m s

usta

inab

ly

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Bas

e w

ith c

ylin

dric

al

sect

ion

in g

alva

nize

d s

teel

fini

shed

in p

owd

er c

oate

d p

olye

ster

. D

esig

n an

d p

rod

uctio

n ac

cord

ing

to th

e g

ener

al r

ules

of t

he

CU

AP 0

1/06/

2007

and

the

spec

ifica

tions

of t

he E

urop

ean

Tech

nica

l Ap

pro

val E

TA-10

/008

9: 2

010.

C

E m

arke

d p

rod

uct:

Cer

tifica

te o

f con

form

ity C

E 0

679-

CP

D-0

473.

ANC

HO

R B

OLT

S: M

24 x

600

CO

NC

RET

E B

LOC

K: 8

0x60

H

HE

ADD

ESC

RIP

TIO

N: L

umin

aire

in a

lum

iniu

m e

qui

pp

ed w

ith c

lear

p

olyc

arb

onat

e sl

eeve

, sup

ply

from

220

-240

V 50

Hz

elec

tron

ic

bal

last

, Cla

ss I,

IP r

atin

g 6

5, r

esis

tanc

e IK

08,

pre

-cab

led

in 3

G1.5

² up

to c

olum

n ac

cess

doo

r. C

onne

ctio

n b

ox n

ot s

upp

lied

. C

olou

r: G

rey

900

text

ured

.LA

MP:

For

reas

ons

conn

ecte

d w

ith o

verh

eatin

g it

is im

pos

sib

le t

o co

mb

ine

140W

C

PO

or

150

CD

M-T

with

mor

e th

an 2

floo

dlig

hts.

Dow

nlig

ht (s

uppl

ied

)Fl

ood

light

Pow

er90

W14

0 W

70 W

150

W35

W70

W

Lam

pC

POC

POC

DM

-TC

DM

-TC

DM

-TC

DM

-T

Bea

m a

ngle

--

--

10°

/ 24°

/ 40

°10

° / 2

4° /

40°

Sock

etPG

Z12

PGZ1

2G

12G

12C

DR

M11

1C

DR

M11

1

245

RE

FER

EN

CE

: PC

V60

49

SUP

PO

RT

DES

CR

IPTI

ON

: Cyl

ind

rical

sha

ft in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS G

LULA

M, p

rod

uced

with

saw

n p

lank

s fro

m s

usta

inab

ly

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Bas

e w

ith c

ylin

dric

al

sect

ion

in g

alva

nize

d s

teel

fini

shed

in p

owd

er c

oate

d p

olye

ster

. D

esig

n an

d p

rod

uctio

n ac

cord

ing

to th

e g

ener

al r

ules

of t

he

CU

AP 0

1/06/

2007

and

the

spec

ifica

tions

of t

he E

urop

ean

Tech

nica

l Ap

pro

val E

TA-10

/008

9: 2

010.

C

E m

arke

d p

rod

uct:

Cer

tifica

te o

f con

form

ity C

E 0

679-

CP

D-0

473.

ANC

HO

R B

OLT

S: M

18 x

400

CO

NC

RET

E B

LOC

K: 8

0x60

H

HE

AD

DES

CR

IPTI

ON

: Lum

inai

re in

alu

min

ium

eq

uip

ped

with

cle

ar

pol

ycar

bon

ate

slee

ve, s

upp

ly fr

om 2

20-2

40V

50H

z /12

V C

C

tran

sfor

mer

, ext

erna

l, C

lass

III,

IP r

atin

g 6

6, r

esis

tanc

e IK

08,

pre

-ca

ble

d in

3G

1.5²

up to

col

umn

acce

ss d

oor.

Con

nect

ion

box

not

su

pp

lied

.C

OLO

UR

: Gre

y 90

0 sa

nded

LA

MP

: 18

LED

s 1.2

W (s

upp

lied

)

RE

FER

EN

CE

: ON

BA

SE P

LATE

PC

V234

8 / W

ITH

BU

RIE

D R

OO

T P

CV3

348

SUP

PO

RT

DES

CR

IPTI

ON

: Tap

ered

cyl

ind

rical

woo

den

sha

ft in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ERB

OIS

GLU

LAM

, pro

duc

ed w

ith s

awn

pla

nks

from

sus

tain

ably

man

aged

fore

sts

(PEF

C o

r FS

C).

Tim

ber

fini

shed

w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). C

ylin

dric

al

bas

e in

gal

vani

sed

ste

el fi

nish

ed in

pow

der

coa

ted

pol

yest

er.

Vent

ilate

d b

ase.

Arm

and

fork

sup

por

ting

the

sola

r p

anel

s in

al

umin

ium

fini

shed

in p

owd

er c

oate

d p

olye

ster

. Sol

ar p

anel

s in

p

oly-

cris

tallin

e si

licon

. Des

ign

and

pro

duc

tion

acco

rdin

g to

the

gen

eral

rul

es o

f the

CU

AP 0

1/06/

2007

and

the

spec

ifica

tions

of t

he

Euro

pea

n Te

chni

cal A

pp

rova

l ETA

-10/0

089:

201

0.

CE

mar

ked

pro

duc

t: C

ertifi

cate

of c

onfo

rmity

CE

0679

-CPD

-047

3.AN

CH

OR

BO

LTS:

M18

x 4

00C

ON

CR

ETE

BLO

CK:

1,3x

70H

HE

ADD

ESC

RIP

TIO

N: E

lect

roni

c co

ntro

ller

with

day

/nig

ht s

ensi

tive

det

ecto

r. In

teg

rate

d p

rog

ram

mab

le ti

mer

(lig

htin

g a

t dus

k an

d d

awn)

O

ptim

ised

bat

tery

man

agem

ent s

yste

m. 6

sea

led

lead

bat

terie

s

15Ah

(gel

ified

ele

ctro

lyte

) mai

nten

ance

free

.Lu

min

aire

in a

lum

iniu

m e

qui

pp

ed w

ith c

lear

pol

ycar

bon

ate

slee

ve.

Sup

ply

12V

CC

, Cla

ss II

I, IP

ratin

g 6

6, re

sist

ance

IK 0

8, p

re-c

able

d in

2x

1.5²

up to

bat

terie

s.

CO

LOU

R: G

rey

900

sand

ed

LAM

P: 1

8 LE

Ds

1.2W

(sup

plie

d)

Volta

/ lig

htst

ack

Sulta

/ lig

htst

ack

Pho

tom

etric

s/ C

ool w

hite

18

Led

s 1,2

WP

hoto

met

rics/

Coo

l whi

te 1

8 Le

ds

1,2W

30°

30°

15°

15°

0°27 36 45 54189

90°

105° 75°

60°

45°

90°

105°

75°

60°

45°

cd/klm

C0-C180

C90

-C27

0

RE

FER

EN

CE

: 18W

FC

PB

E01

20 /

50W

SH

P P

BE

0122

SUP

PO

RT

DES

CR

IPTI

ON

: Cyl

ind

rical

sha

ft in

glu

ed la

min

ated

tim

ber

ce

rtifi

ed A

CE

RB

OIS

GLU

LAM

, pro

duc

ed w

ith s

awn

pla

nks

from

su

stai

nab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Bas

e an

d to

p in

ca

st a

lum

iniu

m, p

olye

ster

pow

der

coa

ting

fini

sh. D

iffus

er in

cle

ar

pol

ycar

bon

ate.

ANC

HO

R B

OLT

S: M

12 x

200

HE

AD

PO

WE

R: 1

8W /

50W

LAM

P T

YPE:

Com

pac

t fluo

resc

ent /

HPS

(not

sup

plie

d)

SO

CKE

T: G

24D

-2 /

E27

H

EAD

CO

LOU

R: B

lack

900

san

ded

CO

NN

ECTI

ON

: Con

nect

ion

boa

rd w

ith 4

x 1

6² +

ear

th +

fuse

s 4

A 10

x38

IP: 4

4IK

: 09

CLA

SS

E: I

Not

te/ b

olla

rdM

oshi

/ bol

lard

Pho

tom

etric

s/ 2

0W IM

Pho

tom

etric

s/ 5

0W S

PH

Pho

tom

etric

s/ 1

8W F

C

Pho

tom

etric

s/ 1

8W F

C

RE

FER

EN

CE

: 18W

FC

CL1

PM

R01

35 /

18W

FC

CL2

PM

R01

61 /

13W

FC

CL1

PM

R01

80 /

20W

IM C

L1 P

MR

0174

SUP

PO

RT

DES

CR

IPTI

ON

: Reg

ular

sq

uare

sec

tion

shaf

t in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS G

LULA

M, p

rod

uced

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed

with

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Bas

e an

d

top

in g

alva

nise

d s

teel

, pol

yest

er p

owd

er c

oatin

g fi

nish

.AN

CH

OR

BO

LTS:

M12

x 2

00

HE

AD

PO

WE

R: 1

8W /

18W

/ 13

W /

20W

LAM

P T

YPE:

Com

pac

t fluo

resc

ent /

Com

pac

t fluo

resc

ent /

C

omp

act fl

uore

scen

t /

Met

al H

alid

e (n

ot s

upp

lied

)S

OC

KET:

G24

d-2

/ G

24d

-2 /

E27

/ G

8,5

H

EAD

CO

LOU

R: G

rey

900

sand

edC

ON

NEC

TIO

N: 3

x 2

.5²

max

+ fu

se 1

A (5

x20)

, Ter

min

al in

teg

rate

d in

th

e Lu

min

aire

(c

lass

e 1)

2 x

2.5²

max

+ fu

sib

le 1

A (5

x20)

, Ter

min

al in

teg

rate

d in

the

Lum

inai

re

(cla

ss 2

) > fo

r P

MR

0161

onl

y !

IP: 5

5IK

: 10

CLA

SS:

I / I

I/ I /

I

150

247

200440800

160

Ø 1

15

200

Ø 14

160

RE

FER

EN

CE

: ON

BA

SE P

LATE

PB

E01

42 /

WIT

H B

UR

IED

RO

OT

PB

E01

47

SUP

PO

RT

DES

CR

IPTI

ON

: Cyl

ind

rical

sha

ft in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS G

LULA

M, p

rod

uced

with

saw

n p

lank

s fro

m s

usta

inab

ly

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Bas

e in

gal

vani

sed

ste

el,

pol

yest

er p

owd

er c

oate

d. T

op in

alu

min

ium

, pol

yest

er p

owd

er

coat

ing

fini

sh. D

iffus

er in

cle

ar p

olyc

arb

onat

e.

ANC

HO

R B

OLT

S: M

12 x

200

HE

AD

PO

WE

R: 6

LED

S 1

,2W

LAM

P T

YPE:

LED

Sup

plie

dH

EAD

CO

LOU

R: G

rey

900

sand

edC

ON

NEC

TIO

N: N

o te

rmin

al b

lock

, pre

-cab

led

3 x

1.5

² le

ngth

1m

IP

: 65

IK: 0

9C

LAS

SE:

I

RE

FER

EN

CE

: PB

E01

09

SUP

PO

RT

DES

CR

IPTI

ON

: Cyl

ind

rical

sha

ft in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS G

LULA

M, p

rod

uced

with

saw

n p

lank

s fro

m s

usta

inab

ly

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Bas

e in

cas

t alu

min

ium

. Top

in

cas

t alu

min

ium

and

pol

ycar

bon

ate.

Fro

sted

pro

tect

ive

gla

ss.

ANC

HO

R B

OLT

S: M

12 x

200

HE

AD

PUIS

SAN

CE:

26W

LAM

P T

YPE:

Com

pac

t fluo

resc

ent (

not s

upp

lied

)S

OC

KET:

G24

d-3

H

EAD

CO

LOU

R: G

rey

150

sand

edC

ON

NEC

TIO

N: T

erm

inal

blo

ck 2

x 2

.5²

max

with

out f

use

IP: 5

4IK

: 06

CLA

SS:

II

Tosc

a/ b

olla

rdLa

dy

LED

/ bol

lard

Pho

tom

etric

s/ 6

LED

s 1,2

WP

hoto

met

rics/

26W

FC

30°

30°

15°

15°

0°140

120

100

806040

90°

105° 75°

60°

45°

90°

105°

75°

60°

45°

cd/klm

C0-C180

C90

-C27

0

203315518

303200

240

152

Ø 12

160

RE

FER

EN

CE

: PB

E01

17

SUP

PO

RT

DES

CR

IPTI

ON

: Cyl

ind

rical

sha

ft in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS G

LULA

M, p

rod

uced

with

saw

n p

lank

s fro

m s

usta

inab

ly

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Bas

e an

d to

p in

cas

t al

umin

ium

, pol

yest

er p

owd

er c

oatin

g fi

nish

. Refl

ecto

r in

pol

yest

er

resi

n.AN

CH

OR

BO

LTS:

M12

x 2

00

HE

AD

PO

WE

R: 7

0WLA

MP

TYP

E: M

etal

hal

ide

(not

sup

plie

d)

SO

CKE

T: G

12H

EAD

CO

LOU

R: G

rey

150

sand

edC

ON

NEC

TIO

N: C

onne

ctin

g b

lock

4 x

16²

ear

th +

fuse

s 4

A 10

x38

IP: 4

4IK

: 09

CLA

SS:

I

RE

FER

EN

CE

: PB

E01

46

SUP

PO

RT

DES

CR

IPTI

ON

: Bod

y in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS

GLU

LAM

, pro

duc

ed w

ith s

awn

pla

nks

from

sus

tain

ably

man

aged

fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Bas

e an

d to

p in

alu

min

ium

, p

olye

ster

pow

der

coa

ting

fini

sh. L

umin

aire

LED

3W

.

ANC

HO

R B

OLT

S: M

12 x

200

HE

AD

PO

WE

R: 3

WLA

MP

TYP

E: L

ED (n

ot s

upp

lied

)H

EAD

CO

LOU

R: B

row

n 65

0 sa

nded

CO

NN

ECTI

ON

: Pre

-cab

led

2 x

1²

leng

th 1

mIP

: 67

IK: 0

6C

LAS

SE:

II

Ant

alia

/ bol

lard

Alm

a/ b

olla

rd

Pho

tom

etric

s/ 7

0W IM

Pho

tom

etric

s/ L

ED 3

W

249

150830980

23865

250

250

Ø 12

200

300

RE

FER

EN

CE

: 4

sing

le p

hase

plu

gs

16A

+ 0

tap

+ 0

Pat

h m

arki

ng ....

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

.....P

BD

0540

4 si

ngle

pha

se p

lug

s 16

A +

2 ta

p +

0 P

ath

mar

king

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

.PB

D05

424

sing

le p

hase

plu

gs

16A

+ 0

tap

+ 1

Pat

h m

arki

ng ....

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

.......

PB

D06

404

sing

le p

hase

plu

gs

16A

+ 2

tap

+ 1

Pat

h m

arki

ng ....

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

.......

PB

D06

422

sing

le p

hase

plu

gs

16A

+ 1

thre

e p

hase

plu

g 3

2A +

0 ta

p +

0 P

ath

mar

king

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

.PB

D05

81

2 si

ngle

pha

se p

lug

s 16

A +

1 th

ree

pha

se p

lug

32A

+ 2

tap

+ 0

Pat

h m

arki

ng ....

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

.....P

BD

0587

2 si

ngle

pha

se p

lug

s 16

A +

1 th

ree

pha

se p

lug

32A

+ 0

tap

+ 1

Pat

h m

arki

ng ...

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

.......

PB

D06

852

sing

le p

hase

plu

gs

16A

+ 1

thre

e p

hase

plu

g 3

2A +

2 ta

p +

1 P

ath

mar

king

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

...P

BD

0687

2 si

ngle

pha

se p

lug

s 16

A +

1 si

ngle

pha

se p

lug

32A

+ 0

tap

+ 0

Pat

h m

arki

ng ....

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

...P

BD

0735

2 si

ngle

pha

se p

lug

s 16

A +

1 si

ngle

pha

se p

lug

32A

+ 2

tap

+ 0

Pat

h m

arki

ng ....

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

...P

BD

0737

2 si

ngle

pha

se p

lug

s 16

A +

1 si

ngle

pha

se p

lug

32A

+ 0

tap

+ 1

Pat

h m

arki

ng ....

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

....P

BD

0785

2 si

ngle

pha

se p

lug

s 16

A +

1 si

ngle

pha

se p

lug

32A

+ 2

tap

+ 1

Pat

h m

arki

ng ....

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

........

....P

BD

0787

DES

CR

IPTI

ON

: Reg

ular

sq

uare

sec

tion

bod

y in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS G

LULA

M, p

rod

uced

with

saw

n p

lank

s fro

m

sust

aina

bly

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Up

per

and

low

er

cove

r in

cas

t alu

min

ium

foot

in c

ast a

lum

iniu

m, p

olye

ster

pow

der

coa

ting

fini

sh. B

olla

rd c

omp

lies

with

nor

m N

F C

15.10

0 D

ecem

ber

200

2 (IP

447

test

rep

ort L

CIE

n°3

81 7

82).

ANC

HO

R B

OLT

S: M

12 x

200

P

OW

ER

: 15W

LA

MP

TYP

E: In

cand

esce

nt (n

ot s

upp

lied

)S

OC

KET:

E14

HE

AD C

OLO

UR

: Gre

y 90

0 sa

nded

CO

NN

ECTI

ON

: 4 x

6²

+ ea

rth

IP: 6

4IK

: 08

CLA

SS:

I

Airb

orne

/ bol

lard

875

1 19

5Ø

60

Ø 8

0

1 29

5Ø

100

471

2 00

0

1 50

0

4 x

Ø 1

2

611 60

760

2 00

0

1 50

0

4754

x Ø

12

650 60

RÉ

FÉR

EN

CE

: FR

AM

E P

MR

0522

DE

SCR

IPTI

ON

: Fra

me

and

bal

ustr

ade

in g

alva

nise

d s

teel

, pol

yest

er p

owd

er c

oate

d m

ount

ed o

n p

oles

eith

er m

idd

le o

r en

d a

s sh

own

on th

e d

iag

ram

.IN

STA

LLAT

ION

ME

THO

D: b

urie

d r

oot

WE

IGH

T (K

G):

16,6

RE

FER

EN

CE

: WIT

H B

AC

KR

EST

PM

R05

10 /

WIT

HO

UT

BA

CK

RE

ST P

MR

0500

DE

SCR

IPTI

ON

: Sla

ts in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS G

LULA

M, p

rod

uced

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Leg

s in

cas

t alu

min

ium

AS

10G

Y20,

p

olye

ster

pow

der

coa

ting

fini

sh. L

ater

al tr

ims

in a

lum

iniu

m, p

olye

ster

pow

der

coa

ted

.IN

STA

LLAT

ION

ME

THO

D: S

tud

anc

hors

AN

CH

OR

BO

LTS:

M10

x 1

20W

EIG

HT

(KG

): 40

,8 /

33,9

Alb

a B

arrie

r/ c

olle

ctio

nA

lba

Ben

ch/ c

olle

ctio

n

251

875

732

Ø 6

0

Ø 8

0

Ø 1

00

875

Ø 6

0

Ø 8

0

Ø 1

00

RE

FER

EN

CE

: PM

R05

21

DE

SCR

IPTI

ON

: Bod

y in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS G

LULA

M, p

rod

uced

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Fram

e an

d h

oop

in g

alva

nise

d s

teel

, p

olye

ster

pow

der

coa

ting

fini

sh. B

ase

and

top

in c

ast a

lum

iniu

m A

S10

GY2

0, p

olye

ster

pow

der

coa

ted

.IN

STA

LLAT

ION

ME

THO

D: b

urie

d r

oot

WE

IGH

T (K

G):

10,4

RE

FER

EN

CE

: SIN

GLE

PM

R05

20 /

INTE

RM

ED

IATE

PM

R05

24 /

OU

TSID

E P

MR

0523

/ P

MR

PM

R05

35 /

DE

TAC

HA

BLE

PM

R05

39

DE

SCR

IPTI

ON

: Bod

y in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS G

LULA

M, p

rod

uced

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Bas

e an

d to

p in

cas

t alu

min

ium

AS

10G

Y20,

p

olye

ster

pow

der

coa

ting

fini

sh.

INST

ALL

ATIO

N M

ETH

OD

: bur

ied

roo

tW

EIG

HT

(KG

): 4

/ 6

Alb

a C

ycle

sta

nd/ c

olle

ctio

nA

lba

Bol

lard

/ col

lect

ion

PR

M

1 108130 270 Ø 300

Ø 4

20

Ø 1

14

464

861

Ø 11453 270

400

1 173

Ø 11453 270

400

1 470

Ø 114100 270200

PM

R

Orla

m B

ench

/ co

llect

ion

RE

FER

EN

CE

: WIT

HO

UT

BA

CK

RE

ST P

MR

0100

RO

OTE

D IN

/ P

MR

0114

ON

BA

SE P

LATE

DE

SCR

IPTI

ON

: Leg

s: 2

tap

erin

g c

ylin

dric

al s

hafts

in g

lued

lam

inat

ed ti

mb

er c

ertifi

ed

ACE

RB

OIS

GLU

LAM

, pro

duc

ed w

ith s

awn

pla

nks

from

sus

tain

ably

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

B

ases

and

sea

t sup

por

ts in

wel

ded

gal

vani

sed

ste

el p

olye

ster

pow

der

coa

ted

.O

pen

wor

ksea

t: ca

st a

lum

iniu

m, p

olye

ster

pow

der

coa

ted

.IN

STA

LLAT

ION

ME

THO

D: B

urie

d r

oot /

Stu

d A

ncho

rsA

NC

HO

R B

OLT

S: M

12 x

200

WE

IGH

T (K

G):

32,3

/ 29

,1

RE

FER

EN

CE

: SIN

GLE

WIT

H B

AC

KR

EST

PM

R01

01 R

OO

TED

IN /

PM

R01

15 D

OU

BLE

ON

B

ASE

PLA

TES

WIT

H B

AC

KR

EST

PM

R01

02 R

OO

TED

IN /

PM

R01

16 O

N B

ASE

PLA

TE

DE

SCR

IPTI

ON

: Leg

s: 2

tap

erin

g c

ylin

dric

al s

hafts

in g

lued

lam

inat

ed ti

mb

er c

ertifi

ed

ACE

RB

OIS

GLU

LAM

, pro

duc

ed w

ith s

awn

pla

nks

from

sus

tain

ably

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

B

ases

and

sea

t sup

por

ts in

wel

ded

gal

vani

sed

ste

el p

olye

ster

pow

der

coa

ted

. O

pen

wor

ksea

t: ca

st a

lum

iniu

m, p

olye

ster

pow

der

coa

ted

. Bac

kres

t : g

alva

nise

d s

teel

, p

olye

ster

pow

der

coa

ted

.IN

STA

LLAT

ION

ME

THO

D: B

urie

d r

oot /

Stu

d A

ncho

rsA

NC

HO

R B

OLT

S: M

10 x

120

WE

IGH

T (K

G):

65 /

61,8

/ 47

,3 /

43,5

Orla

m B

olla

rd/

colle

ctio

n

RE

FER

EN

CE

: LO

W H

600

PM

R01

07 W

ITH

BU

RIE

D R

OO

T / P

MR

0147

ON

BA

SE P

LATE

DE

SCR

IPTI

ON

: Cyl

ind

rical

sha

ft in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS G

LULA

M,

pro

duc

ed w

ith s

awn

pla

nks

from

sus

tain

ably

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fin

ishe

d w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). B

ase

and

cap

in

gal

vani

sed

ste

el, p

olye

ster

pow

der

coa

ted

. IN

STA

LLAT

ION

ME

THO

D: B

urie

d r

oot /

Stu

d A

ncho

rsA

NC

HO

R B

OLT

S: M

12 x

200

WE

IGH

T (K

G):

7,8 /6

,3

RE

FER

EN

CE

: HIG

H H

910

PM

R01

06 W

ITH

BU

RIE

D R

OO

T / P

MR

0146

ON

BA

SE P

LATE

/ P

MR

0185

DE

TAC

HA

BLE

DE

SCR

IPTI

ON

: Cyl

ind

rical

sha

ft in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS G

LULA

M,

pro

duc

ed w

ith s

awn

pla

nks

from

sus

tain

ably

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fin

ishe

d w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). B

ase

and

cap

in

gal

vani

sed

ste

el, p

olye

ster

pow

der

coa

ted

. IN

STA

LLAT

ION

ME

THO

D: B

urie

d r

oot /

Stu

d A

ncho

rsA

NC

HO

R B

OLT

S: M

12 x

200

WE

IGH

T (K

G):

9,6

/ 8

RE

FER

EN

CE

: PM

R P

MR

0177

WIT

H B

UR

IED

RO

OT

/ PM

R01

90 O

N B

ASE

PLA

TE

DE

SCR

IPTI

ON

: Cyl

ind

rical

sha

ft in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS G

LULA

M,

pro

duc

ed w

ith s

awn

pla

nks

from

sus

tain

ably

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fin

ishe

d w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). B

ase

and

cap

in

gal

vani

sed

ste

el, p

olye

ster

pow

der

coa

ted

.IN

STA

LLAT

ION

ME

THO

D: B

urie

d r

oot /

Stu

d A

ncho

rsA

NC

HO

R B

OLT

S: M

12 x

200

WE

IGH

T (K

G):

12,2

/ 10

,4

Orla

m L

itter

bin

/ co

llect

ion

RE

FER

EN

CE

: PM

R01

03

DE

SCR

IPTI

ON

: Cyl

ind

rical

bod

y in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS

GLU

LAM

, pro

duc

ed w

ith s

awn

pla

nks

from

sus

tain

ably

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Con

tain

er in

g

alva

nise

d s

teel

with

two

hand

les,

pol

yest

er p

owd

er c

oate

d.

INST

ALL

ATIO

N M

ETH

OD

: Stu

d a

ncho

rsA

NC

HO

R B

OLT

S: M

12 x

200

CA

PAC

ITY:

60

litre

sW

EIG

HT

(KG

): 42

RE

FER

EN

CE

: VA

ND

ALP

RO

OF

RO

OTE

D IN

PM

R01

08 /

VAN

DA

LPR

OO

F O

N B

ASE

P

MR

0145

DE

SCR

IPTI

ON

: Sup

por

t: ta

per

ed c

ylin

dric

al s

haft

in g

lued

lam

inat

ed ti

mb

er c

ertifi

ed

ACE

RB

OIS

GLU

LAM

, pro

duc

ed w

ith s

awn

pla

nks

from

sus

tain

ably

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

C

ylin

dric

al b

ase

and

sup

por

t in

gal

vani

sed

wel

ded

ste

el, fi

nish

ed in

pow

der

coa

ted

p

olye

ster

. Bin

line

r re

tain

er a

nd d

etac

hab

le c

over

in g

alva

nise

d s

teel

fini

shed

in p

owd

er

coat

ed p

olye

ster

.IN

STA

LLAT

ION

ME

THO

D: B

urie

d r

oot /

Stu

d A

ncho

rsA

NC

HO

R B

OLT

S: M

12 x

200

WE

IGH

T (K

G):

13,6

/ 11

,9

253

1 173

1 74

4

903

1 63

0

Ø 1

14

2 780

4 00

4

3 00

0

1 81

7

507

50

Ø 500

Ø 3

80

Orla

m B

arrie

r/

colle

ctio

n

RE

FER

EN

CE

: PM

R01

05 W

ITH

BU

RIE

D R

OO

T / P

MR

0155

ON

BA

SE P

LATE

DE

SCR

IPTI

ON

: Up

right

s: c

ylin

dric

al s

haft

in g

lued

lam

inat

ed ti

mb

er c

ertifi

ed A

CE

RB

OIS

G

LULA

M, p

rod

uced

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). Fi

nish

ed w

ith

thre

e co

ats

of w

ood

stai

n. B

ase

and

cap

in g

alva

nise

d s

teel

, pol

yest

er p

owd

er c

oate

d.

Fram

e an

d h

ing

ing

in g

alva

nise

d s

teel

, pol

yest

er p

owd

er c

oate

d.

INST

ALL

ATIO

N M

ETH

OD

: Bur

ied

roo

t / S

tud

anc

hors

AN

CH

OR

BO

LTS:

M12

x 2

01W

EIG

HT

(KG

): 37

/ 34

,3

Orla

m S

helte

r/ co

llect

ion

Bas

e p

late

sp

acin

gs/

Orla

m c

olle

ctio

n

RE

FER

EN

CE

: PM

R01

13

DE

SCR

IPTI

ON

: Sup

por

ting

str

uctu

re :

4 ta

per

ed c

ylin

dric

al s

hafts

in g

lued

lam

inat

ed

timb

er c

ertifi

ed A

CE

RB

OIS

GLU

LAM

, pro

duc

ed w

ith s

awn

pla

nks

from

sus

tain

ably

m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). M

etal

par

ts in

gal

vani

sed

ste

el fi

nish

ed in

pow

der

coa

ted

p

olye

ster

.R

oofin

g m

ade

up o

f rec

tang

ular

pan

els

in S

ecur

it sa

fety

gla

ss. T

wo

sid

e w

alls

eac

h co

mp

risin

g o

f thr

ee S

ecur

it sa

fety

gla

ss p

anel

s an

d a

sin

gle

pan

el in

gal

vani

sed

ste

el

whi

ch c

an b

e cu

stom

ised

.

Orla

m P

lant

er/

colle

ctio

n

RE

FER

EN

CE

: Ø50

0 P

MR

0111

/ Ø

900

PM

R01

12

DE

SCR

IPTI

ON

: Sha

ped

tap

erin

g c

ylin

dric

al b

ody

in g

lued

lam

inat

ed ti

mb

er c

ertifi

ed

ACE

RB

OIS

GLU

LAM

, pro

duc

ed w

ith s

awn

pla

nks

from

sus

tain

ably

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Top

trim

and

bas

e in

gal

vani

sed

ste

el, fi

nish

ed in

pow

der

coa

ted

pol

yest

er. L

iner

in

gal

vani

sed

ste

el w

ith w

ater

sto

re. I

nsul

atin

g fe

et in

EP

DM

rub

ber

.IN

STA

LLAT

ION

ME

THO

D: P

ositi

oned

CA

PAC

ITY:

50

litre

s / 3

00 li

tres

WE

IGH

T (K

G):

18,6

/ 87

,5

Bas

e p

late

w

ith s

tud

anc

hors

Bur

ied

roo

t

754

1 85

0

1 79

5

436

4604 x Ø 12

445

808 230Ø 600

Ø 200Ø 12

15°

120°

808 Ø 320Ø 600

Ø 200Ø 12

15°

120°

140

PM

R

Mos

hi B

ench

/ co

llect

ion

RE

FER

EN

CE

: WIT

HO

UT

BA

CK

RE

ST P

MR

0130

/ W

ITH

BA

CK

RE

ST P

MR

0131

DE

SCR

IPTI

ON

: Sea

t and

bac

kres

t in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS

GLU

LAM

, pro

duc

ed w

ith s

awn

pla

nks

from

sus

tain

ably

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Fram

e in

g

alva

nise

d s

teel

, pol

yest

er p

owd

er c

oate

d.

INST

ALL

ATIO

N M

ETH

OD

: Stu

d a

ncho

rsA

NC

HO

R B

OLT

S: M

10 x

120

WE

IGH

T (K

G):

42,6

/ 52

Mos

hi B

olla

rd/

colle

ctio

n

RE

FER

EN

CE

: SIN

GLE

WIT

H B

UR

IED

RO

OT

PM

R01

34 /

SIN

GLE

ON

BA

SE P

LATE

P

MR

0137

/ D

ATA

CH

AB

LE P

MR

0160

/ IN

TER

ME

DIA

TE W

ITH

BU

RIE

D R

OO

T P

MR

0143

/ IN

TER

ME

DIA

TE O

N B

ASE

PLA

TE P

MR

0142

/ O

UTS

IDE

WIT

H B

UR

IED

RO

OT

PM

R01

40 /

OU

TSID

E O

N B

ASE

PLA

TE P

MR

0139

DE

SCR

IPTI

ON

: Sq

uare

sha

ft in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS G

LULA

M,

pro

duc

ed w

ith s

awn

pla

nks

from

sus

tain

ably

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fin

ishe

d w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). B

ase

and

cap

in

gal

vani

sed

ste

el, p

olye

ster

pow

der

coa

ted

.IN

STA

LLAT

ION

ME

THO

D: B

urie

d r

oot /

Stu

d a

ncho

rsA

NC

HO

R B

OLT

S: M

12 X

200

WE

IGH

T (K

G):

7 / 6

RE

FER

EN

CE

: PO

LE P

MR

WIT

H B

UR

IED

RO

OT

PM

R01

79 /

ON

BA

SE P

LATE

PM

R01

89

DE

SCR

IPTI

ON

: Sq

uare

sec

tion

shaf

t in

ACE

RB

OIS

GLU

LAM

cer

tified

glu

ed la

min

ated

w

ood

mad

e fro

m ti

mb

er fe

lled

in s

usta

inab

ly m

anag

ed (P

EFC

or

FSC

) for

ests

and

m

anuf

actu

red

acc

ord

ing

to th

e H

TE p

roce

ss. F

inis

hed

with

thre

e co

ats

of w

ood

stai

n.

Bas

e an

d c

ap in

gal

vani

sed

ste

el, p

olye

ster

pow

der

coa

ted

.IN

STA

LLAT

ION

ME

THO

D: B

urie

d r

oot /

Stu

d a

ncho

rsA

NC

HO

R B

OLT

S: M

12 X

200

WE

IGH

T (K

G):

7,7 /

6

Mos

hi L

itter

bin

/ co

llect

ion

RE

FER

EN

CE

: PM

R01

33 /

TRI S

OR

TIN

G P

MR

0183

DE

SCR

IPTI

ON

: Sq

uare

bod

y m

ade

up o

f 4 p

anel

s in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS G

LULA

M, p

rod

uced

with

saw

n p

lank

s fro

m s

usta

inab

ly m

anag

ed fo

rest

s (P

EFC

or

FSC

). Ti

mb

er fi

nish

ed w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). C

ylin

dric

al li

d li

d s

upp

ort a

nd b

ase

in g

alva

nise

d s

teel

pol

yest

er p

owd

er c

oate

d. L

iner

in

pol

yeth

ylen

e. T

riang

ular

key

lock

and

clo

sing

hoo

k.IN

STA

LLAT

ION

ME

THO

D: S

tud

anc

hors

AN

CH

OR

BO

LTS:

M10

x 1

20W

EIG

HT

(KG

): 36

/ 36

CA

PAC

ITY:

60

litre

s / 2

X 3

0 lit

res

255

907

1 69

0

395

860

400

360

1 177702

Mos

hi B

arrie

r/ co

llect

ion

RE

FER

EN

CE

: PM

R01

41

DE

SCR

IPTI

ON

: Fra

me

and

hin

gin

g m

ount

ed o

n p

oles

eith

er m

idd

le o

r en

d. B

ase,

cap

, fra

me

and

hin

gin

g in

gal

vani

sed

ste

el p

olye

ster

pow

der

coa

ted

.IN

STA

LLAT

ION

ME

THO

D: S

tud

anc

hors

AN

CH

OR

BO

LTS:

M12

x 2

00W

EIG

HT

(KG

): 5,

5

Mos

hi C

ycle

sta

nd/

colle

ctio

n

RE

FER

EN

CE

: PM

R01

58 W

ITH

BU

RIE

D R

OO

T / P

MR

0159

ON

BA

SE P

LATE

DE

SCR

IPTI

ON

: Sq

uare

sha

ft in

glu

ed la

min

ated

tim

ber

cer

tified

AC

ER

BO

IS G

LULA

M,

pro

duc

ed w

ith s

awn

pla

nks

from

sus

tain

ably

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fin

ishe

d w

ith th

ree

coat

s of

woo

dst

ain

(Aub

rilam

HTE

pro

cess

). B

ase,

cap

and

hoo

ps

in

gal

vani

sed

ste

el, p

olye

ster

pow

der

coa

ted

.IN

STA

LLAT

ION

ME

THO

D: B

urie

d r

oot /

Stu

d A

ncho

rsA

NC

HO

R B

OLT

S: M

12 x

200

WE

IGH

T (K

G):

11,7

/ 11

,1

Mos

hi P

lant

er/

colle

ctio

n

RE

FER

EN

CE

: PM

R01

36

DE

SCR

IPTI

ON

: Sq

uare

bod

y co

mp

osed

of 8

pan

els

in g

lued

lam

inat

ed ti

mb

er c

ertifi

ed

ACE

RB

OIS

GLU

LAM

, pro

duc

ed w

ith s

awn

pla

nks

from

sus

tain

ably

man

aged

fore

sts

(PE

FC o

r FS

C).

Tim

ber

fini

shed

with

thre

e co

ats

of w

ood

stai

n (A

ubril

am H

TE p

roce

ss).

Foot

, cov

er a

nd m

etal

par

ts in

gal

vani

sed

ste

el, p

olye

ster

pow

der

coa

ted

. Lin

er in

p

olye

thyl

ene.

INST

ALL

ATIO

N M

ETH

OD

: Pos

ition

edW

EIG

HT

(KG

): 71

em

pty

CA

PAC

ITY:

282

litre

s

Bas

e p

late

sp

acin

gs/

Mos

hi c

olle

ctio

n

Bas

e p

late

w

ith s

tud

anc

hors

Bur

ied

roo

t

Ob

long

hol

es

PE

P d

ata

shee

ts/

colu

mns

Col

umn

Mat

eria

lsPe

rfor

man

ces

Envi

ronm

enta

l Ind

icat

ors

Dim

ensi

onH

eig

hW

ood

Met

alM

ax

Mom

ent

SC

x M

ax

Zone

2-2

Glo

bal

W

arm

ing

Haz

ard

ous

was

te

pro

duc

tion

Ener

gy

cons

ump

tion

Raw

m

ater

ial

dep

letio

nAi

r to

xici

tyW

ater

to

xici

tyW

ater

d

eple

tion

Pho

to-

chem

ical

oz

one

crea

tion

Air

acid

ifica

tion

Wat

er

eutr

ophi

ca-

tion

Ozo

ne

dep

letio

n To

tal

ener

gy

Non

re

new

able

en

erg

y d

eple

tion

Ren

ewab

le

ener

gy

dep

letio

n

mm

mkg

kgd

aN.m

m²

kg ~

CO

2kg

kWh

kWh

kWh

/yea

rm

3m

3m

3g

~C

2H4

g ~

H+

g ~

PO

43g

~C

FC11

MO

SH

I

120

3,0

11,0

8,72

539

1,44

46,6

0,79

277,2

188,

788

,58,

55E-

169,

44E

+66,

760,

1915

,37

6,87

1,25

0,00

8

3,5

13,0

8,72

537

0,97

50,2

0,84

311,5

208,

210

3,3

9,32

E-16

1,05E

+77,4

80,

2117

,707,6

31,3

40,

009

4,0

15,0

8,72

518

0,70

53,7

0,89

345,

822

7,711

8,0

1,01E

-151,1

5E+7

8,20

0,22

20,0

48,

381,4

20,

011

5,0

18,9

8,72

466

0,31

60,8

0,99

414,

326

6,7

147,6

1,17E

-151,3

6E+7

9,63

0,25

24,70

9,89

1,58

0,01

3

140

3,0

15,2

11,3

839

2,41

57,0

0,99

325,

222

5,3

99,9

1,03E

-151,1

2E+7

8,05

0,24

17,5

88,

161,5

50,

009

3,5

18,0

11,3

839

1,67

61,0

1,05

363,

824

7,311

6,5

1,12E

-151,2

4E+7

8,86

0,25

20,2

29,

011,6

40,

011

4,0

20,7

11,3

817

1,25

65,0

1,10

402,

426

9,2

133,

21,2

1E-15

1,35E

+79,

670,

2722

,83

9,86

1,73

0,01

2

5,0

26,2

11,3

770

0,65

73,0

1,21

479,

731

3,3

166,

41,3

8E-15

1,59E

+711

,29

0,30

28,10

11,5

61,9

10,

015

6,0

31,8

11,3

738

0,28

81,0

1,32

559,

735

9,8

199,

81,5

6E-15

1,82E

+712

,92

0,34

33,3

813

,27

2,10

0,01

8

160

5,0

34,8

15,5

1 25

21,2

795

,91,4

361

9,3

407,2

212,

11,8

0E-15

2,06

E+7

14,6

60,

4035

,96

14,9

92,

530,

019

6,0

42,1

15,5

1 15

80,

7110

6,0

1,57

717,7

463,

225

4,5

2,03

E-15

2,35

E+7

16,72

0,44

42,6

517

,152,

760,

023

200

6,0

61,6

32,2

2 24

91,8

810

6,0

1,57

717,7

463,

225

4,5

2,03

E-15

2,35

E+7

16,72

0,44

42,6

517

,152,

760,

023

MO

SH

I XL

120

3,0

10,3

15,1

742

2,47

60,0

1,14

279,

421

2,4

67,1

1,02E

-151,0

3E+7

7,50

0,25

12,9

97,4

81,6

90,

007

3,5

12,6

15,1

707

1,76

63,1

1,18

309,

722

9,6

80,1

1,09E

-151,1

2E+7

8,13

0,27

15,0

58,

151,7

70,

008

4,0

14,8

15,1

689

1,35

66,3

1,22

340,

024

6,9

93,1

1,16E

-151,2

1E+7

8,77

0,28

17,11

8,82

1,84

0,00

9

5,0

19,4

15,1

643

0,74

72,5

1,31

400,

528

1,311

9,2

1,30E

-151,4

0E+7

10,0

40,

3021

,23

10,15

1,98

0,01

1

140

4,0

17,4

24,7

1 11

72,

3598

,51,5

945

8,7

348,

511

0,2

1,68E

-151,6

9E+7

12,3

00,

4121

,33

12,2

82,

780,

011

5,0

22,9

24,7

1 07

11,4

010

6,1

1,69

532,

839

0,7

142,

11,8

5E-15

1,92E

+713

,85

0,45

26,3

713

,91

2,96

0,01

4

6,0

28,4

24,7

974

0,79

113,

81,8

060

6,9

432,

917

4,1

2,02

E-15

2,14

E+7

15,4

00,

4831

,41

15,5

43,

130,

017

200

6,0

41,1

27,1

1 53

21,5

013

7,72,

2079

0,9

546,

024

4,9

2,50

E-15

2,72

E+7

19,5

20,

5742

,98

19,8

03,

730,

023

SIL

EA

120/

76

3,0

8,6

8,72

390

1,12

42,4

0,73

236,

216

5,3

70,8

7,62E

-168,

21E

+65,

900,

1812

,58

5,97

1,16

0,00

7

3,5

9,6

8,72

396

0,81

45,7

0,78

267,8

183,

384

,48,

33E-

169,

16E

+66,

560,

1914

,736,

661,2

30,

008

4,0

11,7

8,72

384

0,62

47,4

0,80

284,

819

3,0

91,8

8,72

E-16

9,67

E+6

6,92

0,20

15,8

97,0

41,2

70,

008

5,0

14,7

8,72

366

0,32

52,7

0,88

336,

322

2,4

114,

09,

89E-

161,1

2E+7

8,00

0,22

19,3

98,

171,4

00,

010

140/

76

3,0

11,0

11,3

578

1,71

51,5

0,92

272,

119

4,9

77,1

9,11

E-16

9,61

E+6

6,93

0,22

13,9

26,

991,4

20,

007

3,5

13,0

11,3

596

1,30

54,4

0,96

299,

921

0,9

89,0

9,74

E-16

1,05E

+77,5

20,

2315

,87

7,60

1,49

0,00

8

4,0

14,9

11,3

596

1,05

57,3

1,00

328,

022

6,9

101,1

1,04E

-151,1

3E+7

8,11

0,24

17,78

8,22

1,55

0,00

9

5,0

18,8

11,3

587

0,66

63,0

1,08

383,

325

8,4

124,

91,1

6E-15

1,30E

+79,

270,

2621

,54

9,44

1,69

0,01

1

6,0

22,6

11,3

563

0,40

68,8

1,16

439,

329

0,3

149,

01,2

9E-15

1,46E

+710

,45

0,29

25,3

510

,67

1,82

0,01

4

140/

100

3,0

12,7

11,3

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1,89

250

4,34

3,38

2,64

2,03

JUPI

TER

140

2,35

1,93

1,59

1,05

0,61

SILE

A12

0/76

1,49

1,20

0,97

0,64

140/

762,

241,8

71,5

91,1

60,

79

140

2,68

2,14

1,75

1,20

0,76

160

2,14

1,45

0,73

200

1,91

1,36

220

2,90

2,14

1,57

250

3,46

2,69

2,06

300

5,00

4,09

350

SILE

A XL

120/

763,

092,

442,

021,4

5

140/

763,

642,

671,8

5

160

2,85

1,58

200

3,86

2,84

2,09

220

3,13

2,26

250

3,68

300

OH

ASH

I16

02,

422,

171,5

7

250

4,36

2,68

2,04

Per

mis

sib

le a

reas

for

light

ing

col

umns

/ Fra

nce

Terr

ain

roug

hnes

s 2

Hei

ght

33,

54

56

78

910

ALBA

170

1,41

0,87

0,56

240

0,84

SUM

U

140

1,33

0,93

0,70

0,32

168

1,74

1,36

0,80

0,41

194

1,03

SUM

U X

L115

1,56

1,15

0,88

0,47

140

1,70

1,04

0,62

168

1,91

1,33

194

2,15

CAT

ELAM

178

3,05

1,93

224

1,36

DO

ME

140/

760,

790,

620,

510,

30

168

1,97

1,49

1,22

0,75

0,46

194

1,49

1,05

0,53

0,30

220

1,50

0,85

0,54

0,29

275

1,87

1,45

1,07

0,75

DO

ME

XL115

/76

1,58

1,15

0,90

0,54

140/

762,

972,

181,7

51,1

40,

72

168

3,69

2,96

2,02

1,44

0,76

194

2,25

1,37

0,95

0,62

220

2,39

1,77

1,28

0,90

245

2,64

2,05

1,51

275

2,34

MO

SHI

120

1,75

1,20

0,89

0,43

140

2,91

2,04

1,55

0,86

0,44

160

1,61

0,97

200

2,40

MO

SHI X

L12

03,

002,

161,6

80,

95

140

2,88

1,75

1,05

160

1,90

NO

VA14

02,

251,7

01,3

70,

830,

49

200

2,26

1,30

250

3,16

2,41

1,81

1,31

JUPI

TER

140

2,15

1,60

1,26

0,71

0,34

SILE

A12

0/76

1,36

1,00

0,78

0,44

140/

762,

051,5

71,2

90,

830,

54

140

2,46

1,79

1,42

0,85

0,49

160

1,54

1,00

0,43

200

1,33

0,90

220

2,07

1,47

1,01

250

2,50

1,88

1,37

300

3,73

2,95

350

SILE

A XL

120/

762,

832,

051,6

51,0

4

140/

762,

981,9

61,3

4

160

2,06

1,08

200

2,83

2,03

1,43

220

2,22

1,51

250

2,60

300

OH

ASH

I16

02,

041,7

61,2

2

250

3,20

1,95

1,48

Terr

ain

roug

hnes

s 0

Hei

ght

33,

54

56

78

910

ALBA

170

0,78

0,41

0,14

240

0,39

SUM

U

140

0,91

0,64

0,45

0,16

168

1,23

0,94

0,51

0,20

194

0,69

SUM

U X

L115

1,08

0,80

0,60

0,29

140

1,20

0,72

0,38

168

1,36

0,92

194

1,54

CAT

ELAM

178

2,20

1,41

224

0,94

DO

ME

140/

760,

550,

430,

350,

17

168

1,37

1,05

0,84

0,50

0,27

194

1,06

0,72

0,30

0,11

220

1,04

0,54

0,29

275

1,38

1,00

0,68

0,42

DO

ME

XL115

/76

1,10

0,81

0,62

0,36

140/

762,

101,5

71,2

50,

810,

49

168

2,66

2,14

1,46

1,03

0,48

194

1,64

0,96

0,63

0,35

220

1,75

1,26

0,85

0,55

245

1,95

1,47

1,03

275

1,70

MO

SHI

120

1,21

0,82

0,58

0,23

140

2,03

1,43

1,06

0,54

0,20

160

1,09

0,59

200

1,66

MO

SHI X

L12

02,

081,5

11,1

60,

62

140

2,05

1,22

0,66

160

1,31

NO

VA14

01,5

51,1

80,

920,

530,

25

200

1,64

0,88

250

2,24

1,64

1,15

0,74

JUPI

TER

140

1,46

1,08

0,82

0,40

0,10

SILE

A12

0/76

0,95

0,69

0,52

0,26

140/

761,4

51,1

10,

900,

570,

33

140

1,71

1,25

0,97

0,55

0,27

160

1,07

0,64

0,18

200

0,89

0,52

220

1,44

0,96

0,57

250

1,76

1,25

0,82

300

2,72

2,06

350

SILE

A XL

120/

761,9

91,4

61,1

50,

71

140/

762,

141,4

00,

94

160

1,45

0,67

200

2,07

1,39

0,89

220

1,48

0,91

250

1,78

300

OH

ASH

I16

01,5

31,3

20,

85

250

2,40

1,42

1,05

Region 1 (22 m/s)

261

Terr

ain

roug

hnes

s 3-

aH

eigh

t 3

3,5

45

67

89

10AL

BA17

01,6

01,2

20,

97

240

1,21

SUM

U

140

1,20

0,91

0,69

0,36

168

1,71

1,36

0,88

0,47

194

1,16

SUM

U X

L115

1,40

1,12

0,88

0,52

140

1,70

1,15

0,69

168

2,12

1,48

194

2,40

CAT

ELAM

178

3,08

2,16

224

1,50

DO

ME

140/

760,

710,

610,

510,

33

168

1,77

1,45

1,22

0,83

0,51

194

1,66

1,17

0,59

0,35

220

1,66

0,95

0,61

0,35

275

2,08

1,60

1,18

0,84

DO

ME

XL115

/76

1,42

1,12

0,90

0,60

140/

762,

682,

141,7

71,2

60,

81

168

3,65

3,00

2,25

1,60

0,84

194

2,49

1,51

1,05

0,70

220

2,63

1,94

1,40

0,99

245

2,88

2,23

1,65

275

2,53

MO

SHI

120

1,58

1,17

0,89

0,49

140

2,63

2,00

1,56

0,97

0,51

160

1,80

1,11

200

2,70

MO

SHI X

L12

02,

702,

101,6

81,0

6

140

2,90

1,96

1,20

160

2,15

NO

VA14

02,

001,6

51,3

50,

910,

54

200

2,54

1,47

250

3,48

2,65

2,00

1,47

JUPI

TER

140

1,92

1,55

1,25

0,79

0,40

SILE

A12

0/76

1,23

0,97

0,78

0,49

140/

761,8

71,5

51,3

00,

930,

61

140

2,23

1,77

1,43

0,95

0,56

160

1,72

1,12

0,50

200

1,50

1,02

220

2,30

1,65

1,15

250

2,76

2,08

1,53

300

4,07

3,22

350

SILE

A XL

120/

762,

552,

021,6

51,1

5

140/

763,

002,

171,4

9

160

2,28

1,20

200

3,14

2,21

1,55

220

2,39

1,65

250

2,82

300

OH

ASH

I16

02,

001,7

31,2

6

250

3,60

2,14

1,64

Surfa

ces

(scx

) in m

²

Region 2 (24 m/s)

Terr

ain

roug

hnes

s 2

Hei

ght

33,

54

56

78

910

ALBA

170

1,09

0,57

0,27

240

0,55

SUM

U

140

1,09

0,75

0,54

0,21

168

1,42

1,09

0,60

0,26

194

0,78

SUM

U X

L115

1,28

0,93

0,70

0,35

140

1,37

0,82

0,45

168

1,54

1,04

194

1,72

CAT

ELAM

178

2,52

1,58

224

1,04

DO

ME

140/

760,

650,

500,

410,

21

168

1,62

1,22

0,98

0,57

0,31

194

1,19

0,81

0,36

0,15

220

1,17

0,62

0,34

0,11

275

1,51

1,11

0,76

0,48

DO

ME

XL115

/76

1,30

0,94

0,73

0,42

140/

762,

451,8

11,4

50,

920,

56

168

3,05

2,45

1,65

1,15

0,56

194

1,82

1,07

0,72

0,43

220

1,92

1,40

0,96

0,63

245

2,12

1,62

1,15

275

1,80

MO

SHI

120

1,44

0,97

0,70

0,31

140

2,41

1,67

1,25

0,65

0,28

160

1,27

0,71

200

1,88

MO

SHI X

L12

02,

471,7

61,3

50,

74

140

2,35

1,40

0,79

160

1,50

NO

VA14

01,8

51,3

91,0

90,

630,

33

200

1,83

1,00

250

2,57

1,90

1,38

0,92

JUPI

TER

140

1,75

1,28

0,99

0,51

0,18

SILE

A12

0/76

1,12

0,81

0,62

0,32

140/

761,7

11,3

01,0

50,

660,

40

140

2,03

1,47

1,14

0,65

0,34

160

1,23

0,75

0,25

200

1,01

0,62

220

1,61

1,09

0,68

250

1,94

1,40

0,94

300

2,94

2,25

350

SILE

A XL

120/

762,

341,6

91,3

40,

82

140/

762,

451,5

91,0

6

160

1,62

0,79

200

2,28

1,53

1,00

220

1,63

1,03

250

1,94

300

OH

ASH

I16

01,6

81,4

00,

94

250

2,63

1,55

1,14

Terr

ain

roug

hnes

s 0

Hei

ght

33,

54

56

78

910

ALBA

170

0,33

0,18

0,11

240

0,17

SUM

U

140

0,74

0,51

0,34

168

1,00

0,75

0,37

0,10

194

0,50

SUM

U X

L115

0,88

0,64

0,47

0,20

140

0,95

0,54

0,25

168

1,08

0,69

194

1,20

CAT

ELAM

178

1,80

1,14

224

0,70

DO

ME

140/

760,

450,

350,

260,

11

168

1,11

0,84

0,66

0,36

0,16

194

0,83

0,54

0,18

220

0,81

0,37

0,14

275

1,07

0,74

0,45

0,21

DO

ME

XL115

/76

0,90

0,66

0,49

0,26

140/

761,7

21,2

81,0

20,

640,

37

168

2,20

1,76

1,16

0,80

0,33

194

1,31

0,72

0,44

0,20

220

1,38

0,96

0,60

0,33

245

1,52

1,11

0,73

275

1,28

MO

SHI

120

0,98

0,65

0,44

0,13

140

1,67

1,15

0,83

0,38

0,08

160

0,83

0,39

200

1,26

MO

SHI X

L12

01,7

01,2

10,

920,

44

140

1,64

0,95

0,45

160

0,98

NO

VA14

01,2

50,

940,

720,

370,

12

200

1,28

0,62

250

1,78

1,20

0,78

0,40

JUPI

TER

140

1,17

0,84

0,62

0,24

SILE

A12

0/76

0,77

0,55

0,40

0,17

140/

761,2

00,

920,

730,

440,

21

140

1,41

1,02

0,78

0,41

0,13

160

0,82

0,45

200

0,63

0,31

220

1,08

0,65

0,30

250

1,32

0,86

0,48

300

2,07

1,50

350

SILE

A XL

120/

761,6

31,1

90,

930,

54

140/

761,7

41,1

20,

72

160

1,11

0,44

200

1,61

0,99

0,56

220

1,02

0,53

250

1,23

300

OH

ASH

I16

01,2

21,0

20,

65

250

1,92

1,10

0,80

Terr

ain

roug

hnes

s 3-

aH

eigh

t 3

3,5

45

67

89

10AL

BA17

01,2

60,

870,

62

240

0,85

SUM

U

140

0,99

0,75

0,54

0,25

168

1,42

1,12

0,68

0,32

194

0,91

SUM

U X

L115

1,17

0,93

0,71

0,39

140

1,41

0,93

0,53

168

1,75

1,18

194

1,95

CAT

ELAM

178

2,57

1,80

224

1,19

DO

ME

140/

760,

600,

500,

420,

25

168

1,48

1,20

1,00

0,66

0,38

194

1,35

0,93

0,44

0,21

220

1,34

0,72

0,43

0,19

275

1,71

1,27

0,90

0,59

DO

ME

XL115

/76

1,19

0,93

0,73

0,47

140/

762,

261,8

01,4

71,0

40,

64

168

3,05

2,50

1,86

1,30

0,64

194

2,05

1,20

0,81

0,50

220

2,15

1,56

1,08

0,73

245

2,35

1,78

1,27

275

2,02

MO

SHI

120

1,31

0,96

0,71

0,36

140

2,20

1,66

1,27

0,75

0,35

160

1,45

0,84

200

2,18

MO

SHI X

L12

02,

261,7

51,3

90,

84

140

2,43

1,60

0,92

160

1,73

NO

VA14

01,6

71,3

41,0

90,

710,

38

200

2,08

1,15

250

2,84

2,11

1,53

1,06

JUPI

TER

140

1,58

1,25

0,99

0,57

0,23

SILE

A12

0/76

1,02

0,80

0,62

0,37

140/

761,5

71,2

91,0

70,

750,

47

140

1,86

1,46

1,17

0,75

0,40

160

1,40

0,87

0,33

200

1,17

0,75

220

1,84

1,27

0,82

250

2,20

1,61

1,12

300

3,30

2,53

350

SILE

A XL

120/

762,

141,6

71,3

60,

93

140/

762,

651,7

91,2

0

160

1,85

0,91

200

2,58

1,73

1,16

220

1,85

1,20

250

2,18

300

OH

ASH

I16

01,7

11,4

71,0

6

250

3,00

1,76

1,34

Per

mis

sib

le a

reas

for

light

ing

col

umns

/ Fra

nce

Region 3 (26 m/s)

Terr

ain

roug

hnes

s 2

Hei

ght

33,

54

56

78

910

ALBA

170

0,83

0,34

0,14

240

0,33

SUM

U

140

0,90

0,62

0,42

0,14

168

1,18

0,89

0,46

0,16

194

0,60

SUM

U X

L115

1,07

0,77

0,57

0,26

140

1,14

0,65

0,33

168

1,25

0,81

194

1,39

CAT

ELAM

178

2,10

1,31

224

0,80

DO

ME

140/

760,

540,

420,

330,

15

168

1,35

1,00

0,80

0,45

0,22

194

0,97

0,64

0,25

220

0,94

0,46

0,21

275

1,22

0,86

0,55

0,30

DO

ME

XL115

/76

1,08

0,78

0,59

0,32

140/

762,

081,5

11,2

00,

750,

44

168

2,57

2,03

1,35

0,91

0,41

194

1,49

0,84

0,52

0,27

220

1,55

1,09

0,71

0,42

245

1,70

1,25

0,84

275

1,43

MO

SHI

120

1,20

0,79

0,55

0,20

140

2,01

1,38

1,01

0,48

0,15

160

1,00

0,51

200

1,49

MO

SHI X

L12

02,

061,4

61,1

10,

56

140

1,96

1,14

0,57

160

1,17

NO

VA14

01,5

31,1

20,

870,

470,

20

200

1,47

0,75

250

2,00

1,42

0,95

0,55

JUPI

TER

140

1,44

1,03

0,77

0,35

SILE

A12

0/76

0,94

0,66

0,48

0,23

140/

761,4

41,0

80,

860,

520,

29

140

1,71

1,22

0,93

0,50

0,21

160

0,98

0,56

0,12

200

0,76

0,41

220

1,26

0,79

0,42

250

1,51

1,02

0,62

300

2,32

1,70

350

SILE

A XL

120/

761,9

61,4

01,1

00,

65

140/

762,

161,3

00,

84

160

1,29

0,56

200

1,84

1,17

0,70

220

1,21

0,67

250

1,44

300

OH

ASH

I16

01,4

31,1

80,

78

250

2,20

2,30

0,92

Terr

ain

roug

hnes

s 0

Hei

ght

33,

54

56

78

910

ALBA

170

0,21

0,11

240

0,10

SUM

U

140

0,60

0,40

0,24

168

0,82

0,60

0,25

194

0,35

SUM

U X

L115

0,73

0,52

0,36

0,12

140

0,78

0,42

0,15

168

0,86

0,51

194

0,94

CAT

ELAM

178

1,49

0,93

224

0,50

DO

ME

140/

760,

370,

280,

19

168

0,92

0,68

0,53

0,26

194

0,66

0,40

220

0,61

0,23

275

0,82

0,52

0,27

DO

ME

XL115

/76

0,75

0,53

0,39

0,19

140/

761,4

61,0

70,

840,

510,

27

168

1,84

1,45

0,95

0,62

0,21

194

1,06

0,54

0,28

220

1,08

0,72

0,40

0,16

245

1,20

0,83

0,50

275

0,96

MO

SHI

120

0,80

0,52

0,33

0,06

140

1,38

0,94

0,66

0,25

160

0,63

0,23

200

0,95

MO

SHI X

L12

01,4

20,

990,

730,

31

140

1,35

0,74

0,28

160

0,72

NO

VA14

01,0

30,

750,

550,

25

200

1,00

0,42

250

1,33

0,86

0,47

0,12

JUPI

TER

140

0,94

0,66

0,46

0,12

SILE

A12

0/76

0,63

0,44

0,30

0,11

140/

761,0

00,

760,

590,

330,

12

140

1,17

0,84

0,62

0,29

160

0,64

0,30

200

0,43

0,13

220

0,80

0,41

0,08

250

0,97

0,56

0,22

300

1,58

1,04

350

SILE

A XL

120/

761,3

60,

970,

750,

41

140/

761,5

30,

900,

54

160

0,84

0,26

200

1,24

0,70

0,31

220

0,68

0,24

250

0,82

300

OH

ASH

I16

01,0

20,

840,

53

250

1,56

0,86

0,59

263

Terr

ain

roug

hnes

s 3-

aH

eigh

t 3

3,5

45

67

89

10AL

BA17

01,0

00,

600,

34

240

0,59

SUM

U

140

0,82

0,62

0,43

0,16

168

1,20

0,93

0,53

0,21

194

0,72

SUM

U X

L115

0,98

0,77

0,58

0,30

140

1,17

0,75

0,39

168

1,44

0,95

194

1,61

CAT

ELAM

178

2,16

1,50

224

0,94

DO

ME

140/

760,

510,

420,

330,

18

168

1,24

1,00

0,82

0,52

0,27

194

1,11

0,74

0,31

0,11

220

1,08

0,55

0,28

275

1,40

1,00

0,66

0,40

DO

ME

XL115

/76

1,00

0,77

0,60

0,37

140/

761,9

21,5

21,2

40,

860,

51

168

2,61

2,12

1,54

1,06

0,49

194

1,70

0,97

0,62

0,35

220

1,76

1,26

0,83

0,52

245

1,93

1,43

0,98

275

1,62

MO

SHI

120

1,10

0,79

0,57

0,25

140

1,86

1,38

1,05

0,57

0,22

160

1,17

0,63

200

1,76

MO

SHI X

L12

01,9

11,4

51,1

40,

65

140

2,03

1,31

0,69

160

1,38

NO

VA14

01,4

01,1

20,

890,

540,

25

200

1,70

0,89

250

2,30

1,65

1,14

0,71

JUPI

TER

140

1,31

1,02

0,79

0,41

0,10

SILE

A12

0/76

0,86

0,66

0,51

0,27

140/

761,3

41,0

90,

900,

610,

34

140

1,58

1,23

0,96

0,59

0,27

160

1,13

0,67

0,19

200

0,91

0,54

220

1,48

0,97

0,56

250

1,76

1,23

0,79

300

2,67

2,00

350

3,72

SILE

A XL

120/

761,8

11,4

01,1

30,

74

140/

762,

111,4

80,

97

160

1,49

0,67

200

2,11

1,36

0,85

220

2,15

1,42

0,85

250

2,48

1,68

300

3,32

OH

ASH

I16

01,4

21,2

00,

85

250

2,50

1,45

1,06

Surfa

ces

(scx

) in m

²

Region 4 (28 m/s)

Terr

ain

roug

hnes

s 2

Hei

ght

33,

54

56

78

910

ALBA

170

0,41

0,16

0,11

240

0,26

SUM

U

140

0,74

0,50

0,32

0,06

168

0,99

0,73

0,33

0,06

194

0,44

SUM

U X

L115

0,90

0,64

0,46

0,18

140

0,95

0,52

0,23

168

1,03

0,64

194

1,12

CAT

ELAM

178

1,76

1,09

224

0,61

DO

ME

140/

760,

460,

340,

250,

09

168

1,13

0,83

0,64

0,33

0,13

194

0,78

0,49

0,13

220

0,73

0,31

0,08

275

0,96

0,63

0,35

0,12

DO

ME

XL115

/76

0,92

0,65

0,49

0,25

140/

761,7

71,2

51,0

10,

610,

34

168

2,19

1,73

1,12

0,74

0,29

194

1,23

0,66

0,38

0,15

220

1,26

0,86

0,52

0,25

245

1,38

0,98

0,61

275

1,12

MO

SHI

120

1,00

0,65

0,43

0,12

140

1,70

1,15

0,82

0,35

0,05

160

0,79

0,35

200

1,17

MO

SHI X

L12

01,7

41,2

00,

900,

42

140

1,62

0,90

0,40

160

0,89

NO

VA14

01,2

80,

930,

700,

350,

10

200

1,20

0,55

250

1,63

1,10

0,67

0,29

JUPI

TER

140

1,19

0,84

0,61

0,22

SILE

A12

0/76

0,79

0,54

0,39

0,16

140/

761,2

20,

910,

720,

410,

18

140

1,44

1,02

0,76

0,38

0,11

160

0,78

0,41

200

0,56

0,25

220

0,97

0,56

0,21

250

1,17

0,73

0,30

300

1,83

1,28

350

2,64

SILE

A XL

120/

761,6

61,1

70,

910,

52

140/

761,7

21,0

70,

66

160

1,02

0,38

200

1,47

0,87

0,45

220

1,46

0,87

0,40

250

1,69

1,04

300

2,29

OH

ASH

I16

01,1

80,

960,

62

250

1,80

1,01

0,71

Terr

ain

roug

hnes

s 0

Hei

ght

33,

54

56

78

910

ALBA

170

0,20

0,10

240

SUM

U

140

0,49

0,31

0,17

168

0,67

0,48

0,16

194

0,23

SUM

U X

L115

0,60

0,42

0,28

140

0,63

0,31

168

0,68

0,38

194

0,74

CAT

ELAM

178

1,23

0,76

224

0,35

DO

ME

140/

760,

310,

220,

14

168

0,77

0,56

0,42

0,18

194

0,52

0,29

220

0,46

0,12

275

0,62

0,35

0,12

DO

ME

XL115

/76

0,63

0,44

0,31

0,13

140/

761,2

30,

900,

700,

400,

19

168

1,56

1,21

0,77

0,48

0,12

194

0,85

0,40

0,17

220

0,86

0,53

0,25

245

0,94

0,61

0,31

275

0,69

MO

SHI

120

0,67

0,41

0,24

140

1,16

0,77

0,52

0,15

160

0,46

0,10

200

0,70

MO

SHI X

L12

01,1

80,

810,

570,

20

140

1,09

0,56

0,15

160

0,51

NO

VA14

00,

850,

610,

420,

15

200

0,79

0,26

250

1,00

0,57

0,21

JUPI

TER

140

0,77

0,51

0,33

SILE

A12

0/76

0,52

0,35

0,23

140/

760,

850,

630,

480,

24

140

0,99

0,69

0,48

0,18

160

0,49

0,18

200

0,28

220

0,58

0,21

250

0,70

0,33

300

1,18

0,65

350

1,81

SILE

A XL

120/

761,1

40,

800,

600,

31

140/

761,2

00,

720,

41

160

0,63

0,12

200

0,95

0,46

0,11

220

0,90

0,41

250

1,05

0,50

300

1,46

OH

ASH

I16

00,

820,

660,

40

250

1,26

0,68

0,41

Terr

ain

roug

hnes

s 3

Hei

ght

33,

54

56

78

910

ALB

A17

01,6

01,2

20,

97

240

1,21

SU

MU

14

01,3

71,0

40,

810,

44

168

1,95

1,56

1,04

0,57

194

1,34

SU

MU

XL

115

1,60

1,29

1,01

0,62

140

1,94

1,35

0,82

168

2,44

1,70

194

2,75

CAT

ELA

M17

83,

522,

46

224

1,72

DO

ME

140/

760,

810,

700,

590,

40

168

2,02

1,67

1,40

0,97

0,61

194

1,90

1,35

0,71

0,43

220

1,90

1,11

0,73

0,44

275

2,37

1,82

1,37

0,99

DO

ME

XL

115/

761,6

11,2

81,0

40,

70

140/

763,

022,

422,

031,4

60,

94

168

4,14

3,41

2,58

1,84

0,99

194

2,84

1,73

1,23

0,84

220

2,98

2,24

1,62

1,18

245

3,28

2,56

1,90

275

2,86

MO

SH

I12

02,

031,5

01,1

50,

67

140

3,38

2,54

1,99

1,26

0,72

160

2,33

1,48

200

3,28

MO

SH

I XL

120

3,07

2,42

1,95

1,26

140

3,32

2,28

1,42

160

2,50

NO

VA14

02,

311,9

11,5

81,1

00,

68

200

2,91

1,72

250

3,98

3,07

2,35

1,77

JUP

ITE

R14

02,

211,8

01,4

80,

960,

54

SIL

EA

120/

761,3

71,1

00,

900,

59

140/

762,

071,7

21,4

91,0

80,

72

140

2,48

1,97

1,63

1,11

0,67

160

2,06

1,37

0,67

200

1,74

1,22

220

2,66

1,93

1,39

250

3,16

2,42

1,83

300

4,60

3,69

350

SIL

EA

XL12

0/76

2,90

2,29

1,89

1,34

140/

763,

412,

491,7

1

160

2,63

1,42

200

3,55

2,54

1,82

220

2,76

1,95

250

3,24

300

OH

ASH

I16

02,

251,9

51,4

2

250

4,05

2,41

1,85

Terr

ain

roug

hnes

s 2

Hei

ght

33,

54

56

78

910

ALB

A17

01,0

90,

570,

27

240

0,55

SU

MU

14

01,0

90,

750,

540,

21

168

1,42

1,09

0,60

0,26

194

0,78

SU

MU

XL

115

1,28

0,93

0,70

0,35

140

1,37

0,82

0,45

168

1,54

1,04

194

1,72

CAT

ELA

M17

82,

521,5

8

224

1,04

DO

ME

140/

760,

650,

500,

410,

21

168

1,62

1,22

0,98

0,57

0,31

194

1,19

0,81

0,36

0,15

220

1,17

0,62

0,34

0,11

275

1,51

1,11

0,76

0,48

DO

ME

XL

115/

761,3

00,

940,

730,

42

140/

762,

451,8

11,4

50,

920,

56

168

3,05

2,45

1,65

1,15

0,56

194

1,82

1,07

0,72

0,43

220

1,92

1,40

0,96

0,63

245

2,12

1,62

1,15

275

1,80

MO

SH

I12

01,6

21,0

80,

780,

35

140

2,72

1,86

1,39

0,73

0,33

160

1,43

0,82

200

2,00

MO

SH

I XL

120

2,47

1,76

1,35

0,74

140

2,35

1,40

0,79

160

1,50

NO

VA14

01,8

51,3

91,0

90,

630,

33

200

1,83

1,00

250

2,50

1,84

1,32

0,87

JUP

ITE

R14

01,7

51,2

80,

990,

510,

18

SIL

EA

120/

761,1

00,

790,

620,

32

140/

761,6

71,2

71,0

50,

660,

40

140

1,99

1,44

1,15

0,65

0,34

160

1,27

0,78

0,27

200

1,00

0,63

220

1,62

1,10

0,68

250

1,94

1,41

0,95

300

2,94

2,24

350

SIL

EA

XL12

0/76

2,34

1,69

1,34

0,82

140/

762,

451,5

91,0

6

160

1,62

0,79

200

2,28

1,53

1,00

220

1,63

1,03

250

1,94

300

OH

ASH

I16

01,6

81,4

00,

94

250

2,63

1,55

1,14

Terr

ain

roug

hnes

s 0

Hei

ght

33,

54

56

78

910

ALB

A17

00,

330,

180,

11

240

0,17

SU

MU

14

00,

690,

470,

310,

06

168

0,94

0,70

0,32

194

0,45

SU

MU

XL

115

0,83

0,61

0,44

0,18

140

0,91

0,51

0,23

168

1,02

0,65

194

1,14

CAT

ELA

M17

81,7

21,0

9

224

0,66

DO

ME

140/

760,

420,

330,

240,

09

168

1,05

0,79

0,62

0,33

0,12

194

0,78

0,49

0,14

220

0,75

0,32

0,09

275

1,00

0,67

0,39

0,15

DO

ME

XL

115/

760,

860,

620,

470,

25

140/

761,6

51,2

30,

980,

610,

34

168

2,10

1,68

1,12

0,75

0,30

194

1,25

0,68

0,40

0,17

220

1,31

0,91

0,56

0,29

245

1,46

1,06

0,69

275

1,22

MO

SH

I12

01,0

60,

700,

470,

15

140

1,80

1,24

0,89

0,41

0,10

160

0,91

0,44

200

1,29

MO

SH

I XL

120

1,62

1,15

0,87

0,41

140

1,57

0,91

0,41

160

0,92

NO

VA14

01,1

90,

890,

670,

340,

10

200

1,22

0,58

250

1,62

1,11

0,68

0,32

JUP

ITE

R14

01,1

00,

790,

570,

21

SIL

EA

120/

760,

720,

510,

380,

16

140/

761,1

20,

860,

690,

410,

18

140

1,31

0,95

0,73

0,38

0,11

160

0,81

0,44

200

0,59

0,26

220

1,03

0,61

0,24

250

1,25

0,82

0,42

300

1,97

1,40

350

SIL

EA

XL12

0/76

1,55

1,12

0,87

0,51

140/

761,6

61,0

60,

67

160

1,03

0,39

200

1,52

0,92

0,50

220

0,94

0,46

250

1,14

300

OH

ASH

I16

01,1

40,

950,

61

250

1,79

1,03

0,75

Per

mis

sib

le a

reas

for

light

ing

col

umns

/ Eur

ope

Region (24 m/s)

265

Terr

ain

roug

hnes

s 3

Hei

ght

33,

54

56

78

910

ALB

A17

01,2

60,

870,

62

240

0,85

SU

MU

14

01,0

40,

780,

570,

27

168

1,49

1,18

0,72

0,34

194

0,95

SU

MU

XL

115

1,23

0,98

0,75

0,42

140

1,48

0,99

0,56

168

1,84

1,25

194

2,05

CAT

ELA

M17

82,

711,8

8

224

1,24

DO

ME

140/

760,

620,

530,

440,

26

168

1,55

1,26

1,04

0,69

0,40

194

1,42

0,98

0,45

0,22

220

1,40

0,75

0,44

0,20

275

1,77

1,31

0,92

0,60

DO

ME

XL

115/

761,2

50,

980,

780,

50

140/

762,

371,8

91,5

61,1

00,

68

168

3,21

2,65

1,96

1,37

0,69

194

2,15

1,26

0,86

0,54

220

2,24

1,63

1,14

0,77

245

2,45

1,86

1,32

275

2,10

MO

SH

I12

01,5

51,1

50,

850,

45

140

2,62

1,95

1,50

0,90

0,45

160

1,76

1,05

200

2,47

MO

SH

I XL

120

2,37

1,83

1,47

0,90

140

2,56

1,74

0,98

160

1,83

NO

VA14

01,7

81,4

51,1

80,

780,

43

200

2,19

1,23

250

2,97

2,21

1,62

1,12

JUP

ITE

R14

01,6

81,3

51,0

80,

640,

28

SIL

EA

120/

761,0

80,

830,

670,

40

140/

761,6

41,3

51,1

30,

790,

49

140

1,95

1,54

1,23

0,79

0,44

160

1,53

0,97

0,39

200

1,24

0,80

220

1,94

1,34

0,88

250

2,30

1,69

1,19

300

3,40

2,62

350

SIL

EA

XL12

0/76

2,27

1,81

1,45

0,99

140/

762,

651,9

01,2

8

160

1,96

0,98

200

2,70

1,82

1,22

220

1,93

1,27

250

2,28

300

OH

ASH

I16

01,7

61,5

01,0

7

250

3,09

1,81

1,35

Terr

ain

roug

hnes

s 2

Hei

ght

33,

54

56

78

910

ALB

A17

00,

830,

340,

14

240

0,33

SU

MU

14

00,

820,

550,

370,

10

168

1,08

0,80

0,39

0,10

194

0,51

SU

MU

XL

115

0,98

0,70

0,51

0,22

140

1,03

0,58

0,27

168

1,13

0,72

194

1,24

CAT

ELA

M17

81,9

21,1

9

224

0,70

DO

ME

140/

760,

500,

380,

280,

12

168

1,23

0,91

0,71

0,38

0,17

194

0,87

0,55

0,18

220

0,82

0,37

0,14

275

1,08

0,73

0,43

0,19

DO

ME

XL

115/

760,

990,

710,

540,

28

140/

761,9

01,3

81,1

00,

680,

39

168

2,37

1,89

1,23

0,83

0,35

194

1,35

0,75

0,45

0,21

220

1,40

0,97

0,61

0,33

245

1,53

1,12

0,73

275

1,27

MO

SH

I12

01,2

60,

820,

560,

21

140

2,11

1,41

1,03

0,48

0,15

160

1,04

0,53

200

1,44

MO

SH

I XL

120

1,89

1,32

1,00

0,49

140

1,78

1,03

0,48

160

1,03

NO

VA14

01,4

21,0

40,

800,

420,

16

200

1,33

0,65

250

1,79

1,24

0,79

0,41

JUP

ITE

R14

01,3

30,

940,

700,

29

SIL

EA

120/

760,

860,

580,

450,

20

140/

761,3

20,

990,

790,

460,

23

140

1,57

1,11

0,84

0,44

0,17

160

0,91

0,51

200

0,66

0,33

220

1,12

0,68

0,31

250

1,34

0,89

0,49

300

2,06

1,47

350

SIL

EA

XL12

0/76

1,82

1,32

1,01

0,59

140/

761,8

81,1

80,

75

160

1,16

0,47

200

1,65

1,02

0,58

220

1,04

0,54

250

1,23

300

OH

ASH

I16

01,3

11,0

70,

70

250

2,00

1,66

0,82

Terr

ain

roug

hnes

s 0

Hei

ght

33,

54

56

78

910

ALB

A17

00,

210,

11

240

0,10

SU

MU

14

00,

500,

320,

18

168

0,69

0,50

0,17

194

0,24

SU

MU

XL

115

0,62

0,44

0,30

0,08

140

0,66

0,33

0,09

168

0,72

0,40

194

0,78

CAT

ELA

M17

81,2

80,

80

224

0,39

DO

ME

140/

760,

320,

220,

14

168

0,79

0,58

0,43

0,19

194

0,54

0,30

220

0,48

0,13

275

0,65

0,38

0,13

DO

ME

XL

115/

760,

650,

460,

330,

15

140/

761,2

70,

930,

730,

430,

21

168

1,62

1,27

0,81

0,51

0,14

194

0,90

0,44

0,20

220

0,92

0,58

0,29

245

1,00

0,67

0,36

275

0,77

MO

SH

I12

00,

800,

510,

32

140

1,35

0,92

0,63

0,23

160

0,62

0,22

200

0,87

MO

SH

I XL

120

1,22

0,84

0,60

0,22

140

1,14

0,60

0,18

160

0,56

NO

VA14

00,

900,

640,

460,

18

200

0,85

0,31

250

1,09

0,64

0,28

JUP

ITE

R14

00,

810,

550,

36

SIL

EA

120/

760,

560,

380,

25

140/

760,

860,

640,

490,

25

140

1,01

0,70

0,51

0,20

160

0,54

0,22

200

0,31

220

0,64

0,25

250

0,78

0,39

300

1,28

0,80

350

SIL

EA

XL12

0/76

1,19

0,87

0,64

0,33

140/

761,2

60,

760,

44

160

0,69

0,15

200

1,03

0,53

220

0,17

250

0,48

0,60

300

OH

ASH

I16

00,

860,

700,

43

250

1,32

0,72

0,47

Surfa

ces

(scx

) in m

²

Region (27 m/s)

Per

mis

sib

le a

reas

for

light

ing

col

umns

/ Eur

ope

Terr

ain

roug

hnes

s 3

Hei

ght

33,

54

56

78

910

ALB

A17

00,

800,

480,

28

240

0,47

SU

MU

14

00,

800,

590,

410,

14

168

1,16

0,90

0,50

0,18

194

0,68

SU

MU

XL

115

0,96

0,75

0,57

0,29

140

1,15

0,73

0,37

168

1,40

0,91

194

1,55

CAT

ELA

M17

82,

711,8

8

224

1,24

DO

ME

140/

760,

490,

410,

310,

16

168

1,21

0,97

0,79

0,49

0,24

194

1,07

0,71

0,28

220

1,03

0,50

0,24

275

1,33

0,93

0,59

0,33

DO

ME

XL

115/

760,

970,

760,

600,

36

140/

761,8

91,4

91,2

00,

840,

49

168

2,54

2,08

1,52

1,04

0,47

194

1,66

0,93

0,59

0,31

220

1,70

1,19

0,78

0,47

245

1,85

1,36

0,92

275

2,60

2,04

1,53

MO

SH

I12

01,2

30,

880,

630,

29

140

2,07

1,52

1,15

0,63

0,26

160

1,30

0,71

200

1,82

MO

SH

I XL

120

1,85

1,41

1,10

0,62

140

1,97

1,26

0,65

160

1,31

NO

VA14

01,3

71,0

90,

870,

520,

23

200

1,66

0,86

250

2,17

1,54

1,03

0,62

JUP

ITE

R14

01,2

80,

990,

760,

390,

09

SIL

EA

120/

760,

840,

640,

490,

26

140/

761,3

11,0

70,

880,

590,

32

140

1,54

1,20

0,94

0,57

0,25

160

1,15

0,68

0,17

200

0,87

0,50

220

1,42

0,92

0,51

250

1,68

1,16

0,73

300

2,52

1,84

350

3,49

SIL

EA

XL12

0/76

1,76

1,36

1,10

0,72

140/

762,

061,4

40,

93

160

1,43

0,63

200

2,01

1,27

0,77

220

2,03

1,32

0,76

250

2,33

1,55

300

3,12

OH

ASH

I16

01,0

70,

900,

64

250

1,52

0,88

0,65

Terr

ain

roug

hnes

s 2

Hei

ght

33,

54

56

78

910

ALB

A17

00,

650,

280,

12

240

0,26

SU

MU

14

00,

620,

400,

24

168

0,83

0,60

0,24

194

0,32

SU

MU

XL

115

0,76

0,53

0,37

0,12

140

0,79

0,41

0,15

168

0,84

0,49

194

0,91

CAT

ELA

M17

81,5

00,

92

224

0,46

DO

ME

140/

760,

390,

280,

19

168

0,96

0,69

0,53

0,25

0,06

194

0,64

0,37

220

0,58

0,19

275

0,76

0,46

0,20

DO

ME

XL

115/

760,

780,

540,

400,

19

140/

761,5

21,0

80,

850,

500,

26

168

1,88

1,47

0,94

0,60

0,20

194

1,02

0,51

0,26

220

1,03

0,67

0,36

0,12

245

1,12

0,76

0,43

275

1,63

1,24

0,86

MO

SH

I12

00,

970,

610,

400,

09

140

1,64

1,09

0,76

0,31

160

0,74

0,30

200

1,00

MO

SH

I XL

120

1,47

1,00

0,73

0,30

140

1,36

0,72

0,26

160

0,68

NO

VA14

01,0

80,

770,

570,

25

200

0,97

0,40

250

1,23

0,76

0,37

JUP

ITE

R14

00,

990,

680,

470,

12

SIL

EA

120/

760,

660,

450,

320,

11

140/

761,0

50,

770,

600,

33

140

1,23

0,86

0,63

0,28

0,10

160

0,66

0,31

200

0,41

0,09

220

0,76

0,36

250

0,90

0,51

0,12

300

1,42

0,91

350

2,11

SIL

EA

XL12

0/76

1,41

0,98

0,75

0,40

140/

761,4

50,

880,

52

160

0,80

0,23

200

1,17

0,63

0,25

220

1,12

0,59

0,16

250

1,29

0,70

300

1,77

OH

ASH

I16

00,

890,

720,

47

250

1,10

0,62

0,43

Terr

ain

roug

hnes

s 0

Hei

ght

33,

54

56

78

910

ALB

A17

00,

10

240

SU

MU

14

00,

360,

210,

09

168

0,50

0,34

194

0,09

SU

MU

XL

115

0,47

0,32

0,20

140

0,48

0,20

168

0,51

0,24

194

0,53

CAT

ELA

M17

80,

980,

60

224

0,20

DO

ME

140/

760,

240,

150,

08

168

0,60

0,42

0,30

0,09

194

0,37

0,16

220

0,30

275

0,41

0,16

DO

ME

XL

115/

760,

500,

340,

230,

08

140/

761,0

00,

720,

550,

300,

11

168

1,27

0,97

0,60

0,34

194

0,65

0,26

220

0,63

0,34

245

0,68

0,39

0,12

275

1,07

0,75

0,45

MO

SH

I12

00,

580,

360,

20

140

1,03

0,69

0,45

0,10

160

0,40

200

0,51

MO

SH

I XL

120

0,93

0,61

0,41

0,09

140

0,83

0,37

160

0,29

NO

VA14

00,

660,

450,

30

200

0,58

250

0,66

0,28

JUP

ITE

R14

00,

580,

360,

20

SIL

EA

120/

760,

410,

260,

16

140/

760,

690,

500,

370,

14

140

0,78

0,54

0,37

0,08

160

0,36

200

0,09

220

0,34

250

0,40

300

0,78

0,30

350

1,29

SIL

EA

XL12

0/76

0,91

0,63

0,45

0,20

140/

760,

940,

530,

26

160

0,42

200

0,65

0,23

220

0,57

0,14

250

0,66

0,18

300

0,94

OH

ASH

I16

00,

620,

500,

30

250

0,77

0,41

0,25

Region (30 m/s)

267

Surfa

ces

(scx

) in m

²

Perm

issi

ble

area

s fo

r ver

y hi

gh li

ghtin

g co

lum

ns/ F

ranc

eRegion 1 (22 m/s)

Terr

ain

roug

hnes

s 3-

aH

eigh

t 11

1214

16S

ILE

A30

03,

292,

601,5

1

350

5,00

4,80

3,35

1,91

400

5,00

3,94

SIL

EA

XL

300

5,00

4,45

2,76

350

5,00

3,34

400

5,00

ATH

EN

A27

51,9

21,4

20,

60

ATH

EN

A XL

245

3,72

2,92

1,68

275

3,10

1,66

HE

LIAC

A30

06,

585,

203,

02

350

10,0

09,

606,

703,

82

400

10,0

07,8

8

HE

LIAC

A XL

300

10,0

08,

905,

52

350

10,0

06,

68

400

10,0

0

Terr

ain

roug

hnes

s 2

Hei

ght

1112

1416

SIL

EA

300

2,29

1,73

0,74

350

4,24

3,48

2,24

1,00

400

4,24

2,60

SIL

EA

XL

300

3,96

3,17

1,76

350

3,85

2,08

400

4,37

ATH

EN

A27

51,1

80,

76

ATH

EN

A XL

245

2,60

2,04

0,98

275

2,16

0,92

HE

LIAC

A30

04,

583,

461,4

8

350

8,48

6,96

4,48

2,00

400

8,48

5,20

HE

LIAC

A XL

300

7,92

6,34

3,52

350

7,70

4,16

400

8,74

Terr

ain

roug

hnes

s 0

Hei

ght

1112

1416

SIL

EA

300

1,52

1,00

350

3,12

2,47

1,40

0,30

400

3,03

1,46

SIL

EA

XL

300

2,80

2,14

0,94

350

2,64

1,10

400

2,95

ATH

EN

A27

50,

600,

76

ATH

EN

A XL

245

1,98

1,30

275

1,42

HE

LIAC

A30

01,5

21,0

0

350

3,12

2,47

1,40

0,30

400

3,03

1,46

HE

LIAC

A XL

300

2,80

2,14

0,94

350

2,64

1,10

400

2,95

Terr

ain

roug

hnes

s 3-

aH

eigh

t 11

1214

16S

ILE

A30

02,

521,9

20,

88

350

4,56

3,76

2,46

1,17

400

4,53

2,83

SIL

EA

XL30

04,

263,

401,9

5

350

4,14

2,30

400

4,70

ATH

EN

A27

51,3

40,

90

ATH

EN

A XL

245

2,80

2,24

1,12

275

2,34

1,06

HE

LIAC

A30

05,

043,

841,7

6

350

9,12

7,52

4,92

2,34

400

9,06

5,66

HE

LIAC

A XL

300

8,52

6,80

3,90

350

8,28

4,60

400

9,40

Terr

ain

roug

hnes

s 2

Hei

ght

1112

1416

SIL

EA

300

1,67

1,15

0,23

350

3,31

2,64

1,52

0,40

400

3,19

1,64

SIL

EA

XL30

03,

052,

351,1

0

350

2,85

1,27

400

3,20

ATH

EN

A27

50,

74

ATH

EN

A XL

245

1,92

1,46

275

1,54

HE

LIAC

A30

03,

342,

30

350

6,62

5,28

3,04

400

6,38

3,28

HE

LIAC

A XL

300

6,10

4,70

2,20

350

5,70

2,54

400

6,40

Terr

ain

roug

hnes

s 0

Hei

ght

1112

1416

SIL

EA

300

0,98

0,49

350

2,35

1,76

0,79

400

2,14

0,68

SIL

EA

XL30

02,

041,4

50,

40

350

1,77

0,40

400

1,92

ATH

EN

A27

50,

600,

76

ATH

EN

A XL

245

1,20

0,80

275

1,80

0,92

HE

LIAC

A30

01,9

60,

98

350

4,70

3,52

1,58

400

4,28

1,36

HE

LIAC

A XL

300

4,08

2,90

0,80

350

3,54

0,80

400

3,84

Region 2 (24 m/s)

Terr

ain

roug

hnes

s 3-

aH

eigh

t 11

1214

16S

ILE

A30

01,9

11,3

50,

40

350

3,67

2,94

1,75

0,60

400

3,52

1,92

SIL

EA

XL30

03,

372,

621,3

0

350

3,14

1,50

400

3,53

ATH

EN

A27

50,

92

ATH

EN

A XL

245

2,16

1,66

275

2,90

1,74

HE

LIAC

A30

03,

822,

70

350

7,34

5,88

3,50

1,20

400

7,04

3,84

HE

LIAC

A XL

300

6,74

5,24

2,60

350

6,28

3,00

400

7,06

Terr

ain

roug

hnes

s 2

Hei

ght

1112

1416

SIL

EA

300

1,18

0,68

350

2,58

1,97

0,95

400

2,36

0,90

SIL

EA

XL30

02,

301,6

80,

57

350

2,02

0,60

400

2,20

ATH

EN

A27

5

ATH

EN

A XL

245

1,40

0,98

275

2,02

1,06

HE

LIAC

A30

02,

361,3

6

350

5,16

3,94

1,90

400

4,72

1,80

HE

LIAC

A XL

300

4,60

3,36

1,14

350

4,04

1,20

400

4,40

Terr

ain

roug

hnes

s 0

Hei

ght

1112

1416

SIL

EA

300

0,54

0,10

350

1,74

1,20

0,32

400

1,38

SIL

EA

XL30

01,4

40,

92

350

1,11

400

1,13

ATH

EN

A27

5

ATH

EN

A XL

245

275

1,72

1,28

HE

LIAC

A30

01,0

8

350

3,48

2,40

400

2,76

HE

LIAC

A XL

300

2,88

1,84

350

2,22

400

2,26

Terr

ain

roug

hnes

s 3-

aH

eigh

t 11

1214

16

SIL

EA

300

1,43

0,89

350

2,95

2,28

1,20

0,14

400

4,10

2,71

1,18

SIL

EA

XL30

02,

651,9

60,

78

350

4,00

2,34

0,86

400

2,58

ATH

EN

A27

50,

54

ATH

EN

A XL

245

1,64

1,24

275

2,30

1,30

HE

LIAC

A30

02,

861,7

8

350

5,90

4,56

2,40

400

5,42

2,36

HE

LIAC

A XL

300

5,30

3,92

1,56

350

4,68

1,72

400

5,16

Terr

ain

roug

hnes

s 2

Hei

ght

1112

1416

SIL

EA

300

0,76

0,29

350

2,00

1,43

0,51

400

2,86

1,68

0,31

SIL

EA

XL30

01,7

21,1

60,

15

350

2,76

1,37

0,10

400

1,42

ATH

EN

A27

5

ATH

EN

A XL

245

0,98

0,60

275

1,98

1,52

0,68

HE

LIAC

A30

01,5

2

350

4,00

2,86

1,02

400

3,36

0,62

HE

LIAC

A XL

300

3,44

2,32

350

2,74

400

2,84

Terr

ain

roug

hnes

s 0

Hei

ght

1112

1416

SIL

EA

300

0,20

350

1,25

0,77

400

1,80

0,78

SIL

EA

XL30

00,

970,

50

350

1,78

0,56

400

0,50

ATH

EN

A27

5

ATH

EN

A XL

245

275

1,26

0,86

HE

LIAC

A30

0

350

2,50

1,54

400

3,60

1,56

HE

LIAC

A XL

300

1,94

1,00

350

3,56

1,12

400

1,00

Region 4 (28 m/s)

Region 3 (26 m/s)

Perm

issi

ble

area

s fo

r ver

y hi

gh li

ghtin

g co

lum

ns/

Euro

peTe

rrai

n ro

ughn

ess

3H

eigh

t11

1214

16S

ILE

A30

02,

912,

261,2

3

350

5,00

4,25

2,88

1,54

400

5,00

3,28

SIL

EA

XL30

04,

903,

952,

36

350

4,80

2,82

400

5,00

ATH

EN

A27

51,5

21,0

4

ATH

EN

A XL

245

3,17

2,59

1,35

275

2,83

1,26

HE

LIAC

A30

05,

824,

522,

46

350

10,0

08,

505,

763,

08

400

10,0

06,

56

HE

LIAC

A XL

300

9,80

7,90

4,72

350

9,60

5,64

400

10,0

0

Terr

ain

roug

hnes

s 2

Hei

ght

1112

1416

SIL

EA

300

1,66

1,16

0,28

350

3,31

2,65

1,53

0,42

400

3,18

1,54

SIL

EA

XL30

03,

052,

351,1

0

350

2,85

1,27

400

3,20

ATH

EN

A27

50,

74

ATH

EN

A XL

245

1,92

1,46

275

1,54

HE

LIAC

A30

03,

322,

32

350

6,62

5,30

3,06

0,84

400

6,36

3,08

HE

LIAC

A XL

300

6,10

4,70

2,20

350

5,70

2,54

400

6,40

Terr

ain

roug

hnes

s 0

Hei

ght

1112

1416

SIL

EA

300

0,92

0,47

350

2,24

1,67

0,72

400

1,90

0,48

SIL

EA

XL30

01,9

41,3

60,

32

350

1,66

0,33

400

1,80

ATH

EN

A27

50,

570,

72

ATH

EN

A XL

245

1,14

0,76

275

1,74

0,81

HE

LIAC

A30

01,8

40,

94

350

4,48

3,34

1,44

400

3,80

0,96

HE

LIAC

A XL

300

3,88

2,72

0,64

350

3,32

0,66

400

3,60

Terr

ain

roug

hnes

s 3

Hei

ght

1112

1416

SIL

EA

300

1,29

0,82

350

2,74

2,10

1,06

400

4,56

3,73

2,40

0,90

SIL

EA

XL30

02,

441,8

00,

66

350

4,72

3,73

2,12

0,69

400

2,30

ATH

EN

A27

50,

44

ATH

EN

A XL

245

1,48

1,04

275

2,68

2,12

1,12

HE

LIAC

A30

02,

581,6

4

350

5,48

4,20

2,12

400

4,80

1,80

HE

LIAC

A XL

300

4,88

3,60

1,32

350

4,24

1,38

400

4,60

Terr

ain

roug

hnes

s 2

Hei

ght

1112

1416

SIL

EA

300

0,46

350

1,53

1,02

0,11

400

2,71

2,07

1,01

SIL

EA

XL30

01,2

50,

76

350

2,88

2,11

0,86

400

0,82

ATH

EN

A27

5

ATH

EN

A XL

245

0,64

275

1,50

1,06

HE

LIAC

A30

00,

92

350

3,06

2,04

400

2,02

HE

LIAC

A XL

300

2,50

1,52

350

4,22

1,72

400

2,02

1,64

Terr

ain

roug

hnes

s 0

Hei

ght

1112

1416

SIL

EA

300

350

0,81

0,33

400

1,58

1,05

0,14

SIL

EA

XL30

00,

510,

12

350

1,75

1,12

400

ATH

EN

A27

5

ATH

EN

A XL

245

275

0,78

HE

LIAC

A30

0

350

1,62

0,66

400

3,16

2,10

HE

LIAC

A XL

300

1,02

350

3,50

2,24

1,12

400

4,08

1,90

1,00

Terr

ain

roug

hnes

s 3

Hei

ght

1112

1416

SIL

EA

300

1,96

1,42

0,50

350

3,74

3,00

1,82

0,65

400

3,56

1,89

SIL

EA

XL30

03,

462,

701,3

6

350

3,21

1,56

400

3,62

ATH

EN

A27

51,1

00,

70

ATH

EN

A XL

245

2,22

1,72

275

2,96

1,78

HE

LIAC

A30

03,

922,

841,0

0

350

7,68

6,00

3,64

1,30

400

7,12

3,78

HE

LIAC

A XL

300

6,92

5,40

2,72

350

6,42

3,12

400

7,24

Terr

ain

roug

hnes

s 2

Hei

ght

1112

1416

SIL

EA

300

0,97

0,53

350

2,28

1,70

0,74

400

1,93

0,50

SIL

EA

XL30

02,

001,4

10,

34

350

1,66

0,33

400

1,80

ATH

EN

A27

5

ATH

EN

A XL

245

1,30

0,84

275

1,76

0,84

HE

LIAC

A30

01,9

41,0

6

350

4,56

3,40

1,48

400

3,86

1,00

HE

LIAC

A XL

300

4,00

2,82

0,68

350

3,32

0,66

400

3,60

Terr

ain

roug

hnes

s 0

Hei

ght

1112

1416

SIL

EA

300

0,33

350

1,40

0,92

400

0,87

SIL

EA

XL30

01,1

00,

61

350

0,72

400

0,67

ATH

EN

A27

5

ATH

EN

A XL

245

0,70

275

1,52

1,04

HE

LIAC

A30

00,

66

350

2,80

1,84

400

1,74

HE

LIAC

A XL

300

2,20

1,22

350

1,44

400

1,34

Surfa

ces

(scx

) in m

²

Region (24 m/s)

Region (30 m/s)

Region (27 m/s)

269

Con

cret

e fo

unda

tion/

Fra

nce

MO

SH

ITo

tal h

eigh

t ab

ove

grou

nd (

m)

33,

54

56

Dim

ensi

on a

t b

ase

(mm

)12

014

012

014

012

014

012

014

016

014

016

020

0

Dow

nwar

d lo

adin

gE

ffort

V d

(daN

)26

237

725

135

722

533

916

728

045

123

234

564

2

Mom

ent

Md

(daN

.m)

539

839

537

839

518

817

466

770

1 25

273

81

158

2 24

9

Rec

omm

end

edfo

und

atio

nA

(m

)0,

600,

700,

600,

700,

600,

700,

600,

700,

800,

700,

801,0

0

H (

m)

0,50

0,50

0,50

0,50

0,50

0,50

0,50

0,50

0,60

0,50

0,60

0,60

MO

SH

I XL

Tota

l hei

ght

abov

e gr

ound

(m

)3

3,5

45

6D

imen

sion

at

bas

e (m

m)

120

120

120

140

120

140

140

160

Dow

nwar

d lo

adin

gE

ffort

V d

(daN

)33

030

028

541

423

038

629

346

3

Mom

ent

Md

(daN

.m)

742

707

689

1 11

764

31

071

974

1 53

2

Rec

omm

end

edfo

und

atio

nA

(m

)0,

700,

700,

700,

800,

700,

800,

801,0

0

H (

m)

0,50

0,50

0,50

0,60

0,50

0,60

0,60

0,60

SU

MU

Tota

l hei

ght

abov

e gr

ound

(m

)3

3,5

45

6D

imen

sion

at

bas

e (m

m)

140

140

168

140

168

140

168

168

194

Dow

nwar

d lo

adin

gE

ffort

V d

(daN

)17

116

624

813

423

910

218

014

525

6

Mom

ent

Md

(daN

.m)

342

340

585

313

577

286

526

489

903

Rec

omm

end

edfo

und

atio

nA

(m

)0,

600,

600,

700,

600,

700,

600,

700,

700,

80

H (

m)

0,50

0,50

0,50

0,50

0,50

0,50

0,50

0,50

0,60

SU

MU

XL

Tota

l hei

ght

abov

e gr

ound

(m

)3

3,5

45

6D

imen

sion

at

bas

e (m

m)

115

115

115

140

115

140

168

140

168

194

Dow

nwar

d lo

adin

gE

ffort

V d

(daN

)17

816

615

724

211

920

932

817

029

542

4

Mom

ent

Md

(daN

.m)

391

383

365

650

331

615

1 03

256

81

011

1 51

5

Rec

omm

end

edfo

und

atio

nA

(m

)0,

600,

600,

600,

700,

600,

700,

800,

700,

800,

90

H (

m)

0,50

0,50

0,50

0,50

0,50

0,50

0,60

0,50

0,60

0,60

SIL

EA 3

-10m

Tota

l hei

ght

abov

e gr

ound

(m

)3

3,5

45

67

89

10

Dim

ensi

on a

t b

ase

(mm

)12

014

0- 7614

0-10

012

014

0- 7614

0-10

012

014

0- 7614

0-10

012

014

0- 7614

0-10

016

014

0- 7614

0-10

016

016

020

022

020

022

025

022

025

030

025

030

035

0

Dow

nwar

d lo

adin

gE

ffort

V d

(daN

)20

328

030

719

927

229

118

026

528

214

022

521

937

218

617

931

327

650

468

744

861

287

655

780

71

299

721

1 17

71

796

Mom

ent

Md

(daN

.m)

390

578

646

396

596

642

384

596

635

366

587

601

1 05

656

357

710

1497

91

854

2 59

61

804

2 53

33

707

2 49

73

699

6 03

73

624

5 92

19

549

Rec

omm

end

edfo

und

atio

nA

(m

)0,

600,

700,

700,

600,

700,

700,

600,

700,

700,

700,

700,

700,

800,

700,

700,

800,

800,

901,0

00,

901,0

01,1

01,0

01,1

01,3

01,1

01,3

01,5

0

H (

m)

0,50

0,50

0,50

0,50

0,50

0,50

0,50

0,50

0,50

0,50

0,50

0,50

0,60

0,50

0,50

0,60

0,60

0,60

0,60

0,60

0,60

0,70

0,60

0,70

0,80

0,70

0,80

0,80

SIL

EA X

L 3-

10m

Tota

l hei

ght

abov

e gr

ound

(m

)3

3,5

45

67

89

10D

imen

sion

at

bas

e (m

m)

120

120

120

140

120

140

160

140

160

200

160

200

200

220

250

200

220

250

220

250

300

Dow

nwar

d lo

adin

gE

ffort

V d

(daN

)29

626

725

439

421

336

150

632

344

577

539

381

366

193

41

234

588

778

1 15

165

793

21

698

Mom

ent

Md (d

aN.m

)65

762

260

91

088

594

1 04

71

588

1 00

91

512

2 94

41

436

2 96

82

756

3 86

65

357

2 63

63

643

5 21

93

454

4 90

08

415

Rec

omm

end

edfo

und

atio

nA

(m

)0,

700,

700,

700,

800,

700,

800,

900,

800,

901,0

00,

901,0

01,0

01,1

01,2

01,0

01,1

01,2

01,1

01,2

01,4

0

H (

m)

0,50

0,50

0,50

0,60

0,50

0,60

0,60

0,60

0,60

0,70

0,60

0,70

0,70

0,70

0,80

0,70

0,70

0,80

0,70

0,80

0,80

Thes

e va

lues

are

give

n fo

r inf

orm

atio

n on

ly an

d ar

e ba

sed

on a

refe

renc

e su

rface

with

bea

ring

capa

city

of 0

,2 N

/mm

² (2

bars

)

Con

cret

e fo

unda

tion/

Fra

nce

DO

ME

XL 3

-10m

Tota

l hei

ght

abov

e gr

ound

(m

)3

3,5

45

67

89

10D

imen

sion

at

bas

e (m

m)

115

140

115

140

168

115

140

168

115

140

168

194

140

168

194

168

194

220

194

220

245

275

194

220

245

275

220

245

275

Dow

nwar

d lo

adin

gE

ffort

V d

(daN

)17

528

816

025

440

915

123

535

812

521

532

444

017

531

140

525

139

057

732

751

769

284

327

343

262

682

738

152

374

9

Mom

ent

Md

(daN

.m)

390

702

374

668

1 15

835

964

81

070

341

619

1 05

01

557

567

1032

1 49

595

51

462

2 33

21

394

2 23

93

081

4 04

81

321

2 11

32

987

4 02

02

030

2 82

33

893

Rec

omm

end

edfo

und

atio

nA

(m

)0,

600,

700,

600,

700,

800,

600,

700,

800,

600,

700,

800,

900,

700,

800,

900,

800,

901,0

00,

901,0

01,1

01,2

00,

901,0

01,1

01,2

01,0

01,1

01,2

0

H (

m)

0,50

0,50

0,50

0,50

0,60

0,50

0,50

0,60

0,50

0,50

0,60

0,60

0,50

0,60

0,60

0,50

0,60

0,60

0,60

0,60

0,70

0,70

0,60

0,60

0,70

0,70

0,60

0,70

0,70

NO

VATo

tal h

eigh

t ab

ove

grou

nd (

m)

33,

54

56

78

910

Dim

ensi

on a

t b

ase

(mm

)14

014

014

014

014

020

020

025

025

025

025

0

Dow

nwar

d lo

adin

gE

ffort

V d

(daN

)28

227

124

821

217

859

650

190

083

775

368

8

Mom

ent

Md

(daN

.m)

572

574

573

572

569

1 90

31

841

3 40

33

416

3 41

83

408

Rec

omm

end

edfo

und

atio

nA

(m

)0,

700,

700,

700,

700,

700,

900,

901,1

01,1

01,1

01,1

0

H (

m)

0,50

0,50

0,50

0,50

0,50

0,60

0,60

0,70

0,70

0,70

0,70

JUPI

TER

Tota

l hei

ght

abov

e gr

ound

(m

)3

3,5

45

6D

imen

sion

at

bas

e (m

m)

140

140

140

140

140

Dow

nwar

d lo

adin

gE

ffort

V d

(daN

)28

827

924

220

517

5

Mom

ent

Md

(daN

.m)

565

568

571

569

569

Rec

omm

end

edfo

und

atio

nA

(m

)0,

700,

700,

700,

700,

70

H (

m)

0,50

0,50

0,50

0,50

0,50

OH

AS

HI

Tota

l hei

ght

abov

e gr

ound

(m

)3,

54

56

78

Dim

ensi

on a

t b

ase

(mm

)16

016

016

025

025

025

0

Dow

nwar

d lo

adin

gE

ffort

V d

(daN

)23

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firm

s th

at t

he p

urch

aser

has

ac

cep

ted

the

gen

eral

con

diti

ons

of s

ale

bel

ow a

nd h

as re

noun

ced

the

pur

chas

er’s

ow

n g

ener

al c

ond

ition

s of

pur

chas

e.

Cla

uses

inc

lud

ed o

n p

urch

ase

doc

umen

ts o

r co

rres

pon

den

ce f

rom

th

e p

urch

aser

can

not

alte

r th

is,

unle

ss t

here

is

exp

ress

ag

reem

ent

on t

he p

art

of t

he v

end

or m

entio

ned

on

this

lat

ter’s

offe

r or

on

his

confi

rmat

ion

of o

rder

.

1. —

GE

NE

RA

L P

OIN

TSP

rices

and

info

rmat

ion

cont

aine

d in

cat

alog

ues,

bro

chur

es o

r pric

e lis

ts

are

for

info

rmat

ion

pur

pos

es o

nly,

and

the

vend

or r

eser

ves

the

right

to

mak

e an

y al

tera

tions

to

lay-

out,

form

and

dim

ensi

ons

of, o

r m

ater

ials

us

ed in

ap

par

atus

, dev

ices

or

par

ts o

f dev

ices

who

se il

lust

ratio

ns a

nd

des

crip

tions

fig

ure

in th

is p

rinte

d m

atte

r fo

r th

e p

urp

ose

of p

ublic

ity.

Estim

ates

and

offe

rs a

re v

alid

for a

per

iod

of t

wo

mon

ths.

It is

und

erst

ood

th

at w

hat w

e su

pp

ly is

lim

ited

sol

ely

to th

e m

ater

ial s

pec

ified

in th

e off

er.

Our

offe

rs m

ay b

e su

bje

ct to

revi

sion

con

ting

ent o

n th

e co

nven

tions

for

the

revi

sion

of o

ffers

pub

lishe

d b

y “ L

e Sy

ndic

at d

e l’é

clai

rag

e “.

Our

acc

epta

nce

of a

n or

der

, eve

n w

hen

pre

limin

ary

estim

ates

or

offer

s ha

ve b

een

sub

mitt

ed, i

s on

ly v

alid

up

on w

ritte

n co

nfirm

atio

n fro

m u

s,

the

vend

or, o

f th

e p

urch

aser

’s o

rder

. Unl

ess

the

vend

or c

onte

sts

our

confi

rmat

ion

of o

rder

with

in 4

8 ho

urs,

the

n th

e te

rms

and

con

diti

ons

cont

aine

d th

erei

n ar

e d

eem

ed a

ccep

ted

. Th

e w

eig

hts

giv

en

on

estim

ates

or

m

arke

ting

m

ater

ial

are

for

info

rmat

ion

only

; the

y m

ay o

n no

acc

ount

form

the

bas

is fo

r an

y cl

aim

fo

r co

mp

ensa

tion

or p

rice

red

uctio

n w

hen

the

goo

ds

are

sold

as

par

t of

a p

acka

ge.

W

hen

the

goo

ds

are

sold

unp

acka

ged

, the

pric

es a

re c

alcu

late

d o

n th

e b

asis

of t

he p

rod

uct s

upp

lied

. D

imen

sion

s fo

r th

e fo

und

atio

n b

lock

s ar

e g

iven

onl

y as

a g

uid

e; th

ese

blo

cks

mus

t b

e p

rep

ared

by

the

pur

chas

er a

t hi

s en

tire

resp

onsi

bilit

y an

d ta

ke a

ccou

nt o

f the

var

iatio

ns d

icta

ted

by

loca

l con

diti

ons.

Fo

r fo

llow

-up

ord

ers,

pric

es a

nd d

eliv

ery

times

are

ren

egot

iate

d b

y th

e ve

ndor

and

the

pur

chas

er. C

ond

ition

s ag

reed

for

the

mai

n or

der

sh

ould

not

in a

ny w

ay p

reju

dic

e th

ose

agre

ed fo

r ad

diti

onal

ord

ers.

Sam

ple

goo

ds

shou

ld b

e re

turn

ed w

ithin

two

mon

ths.

If n

ot, t

hey

will

be

invo

iced

acc

ord

ing

to te

rms

stat

ed in

the

offer

, as

stip

ulat

ed b

y la

w.

2. —

INTE

LLE

CTU

AL

PR

OP

ER

TYTh

e ve

ndor

ret

ains

in

full

all

inte

llect

ual

pro

per

ty r

ight

s fo

r hi

s p

lans

, st

udie

s an

d d

ocum

ents

of w

hate

ver

natu

re, a

nd n

one

of th

ese

may

be

pas

sed

on

or e

xecu

ted

with

out

the

vend

or’s

writ

ten

per

mis

sion

. In

the

case

of w

ritte

n co

mm

unic

atio

ns, t

hese

mus

t be

retu

rned

to th

e ve

ndor

up

on fi

rst d

eman

d.

The

tech

nolo

gy

and

kno

w-h

ow,

whe

ther

pat

ente

d o

r no

t, as

wel

l as

al

l in

telle

ctua

l an

d i

ndus

tria

l p

rop

erty

rig

hts

rela

ting

to

its p

rod

ucts

an

d s

ervi

ces

rem

ain

the

sole

pro

per

ty o

f the

ven

dor

. The

pur

chas

er is

ac

cord

ed o

nly

the

right

to u

se th

e p

rod

ucts

in a

non

-exc

lusi

ve w

ay.

3. —

DE

LIV

ER

Y D

ATE

SD

eliv

ery

is d

eem

ed m

ade

whe

n g

ood

s le

ave

the

fact

ory

or w

areh

ouse

of

the

vend

or.

The

vend

or i

s re

leas

ed i

n fu

ll fro

m a

ll ob

ligat

ions

rel

atin

g t

o d

eliv

ery

dat

es if

the

gen

eral

pay

men

t co

nditi

ons

have

not

bee

n re

spec

ted

by

the

pur

chas

er o

r:

- in

the

cas

e of

for

ce m

ajeu

re. A

ny c

ircum

stan

ce b

eyon

d t

he c

ontr

ol

of t

he v

end

or a

nd p

reve

ntin

g h

is n

orm

al fu

nctio

n in

the

pro

duc

tion

or

des

pat

ch o

f the

pro

duc

ts c

onst

itute

s fo

rce

maj

eure

. -

in t

he c

ase

of e

vent

s su

ch a

s lo

ck-o

uts,

str

ikes

or

go

slow

s eff

ectin

g

the

smoo

th f

unct

ion

of t

he v

end

or’s

com

pan

y or

tha

t of

one

of

his

sup

plie

rs, s

ubco

ntra

ctor

s or

sh

ipp

ing

ag

ents

, in

the

inte

rrup

tion

of t

rans

por

t, su

pp

ly o

f en

erg

y, ra

w

mat

eria

l, or

par

ts, i

n th

e ca

se o

f ep

idem

ic, w

ar, r

equi

sitio

n, fi

re, e

xtre

me

wea

ther

, nat

ural

cat

astr

ophe

, eq

uip

men

t acc

iden

ts, o

r any

oth

er e

vent

s le

adin

g to

sho

rt ti

me

wor

king

.

- whe

n in

form

atio

n to

be

sup

plie

d b

y th

e p

urch

aser

doe

s no

t rea

ch th

e ve

ndor

at

the

req

uest

ed t

ime.

, as

wel

l as

in t

he c

ase

of m

odifi

catio

ns

or n

ew s

pec

ifica

tions

. a)

Del

ays

Del

iver

y d

ates

are

giv

en s

olel

y as

a g

uid

e an

d w

ithou

t g

uara

ntee

. A

del

ay d

oes

not

giv

e th

e p

urch

aser

the

rig

ht t

o ca

ncel

the

ord

er,

to

refu

se d

eliv

ery

or to

be

entit

led

to d

amag

es o

r in

tere

st p

aym

ents

. In

the

cas

e of

del

ay, t

he p

urch

aser

may

not

can

cel

his

ord

er o

ut o

f ha

nd: h

e m

ust s

end

the

vend

or fo

rmal

not

ice.

b) P

enal

ties

No

pen

altie

s fo

r del

ays

in d

eliv

ery

will

be

acce

pte

d u

nles

s th

ey a

re p

art

of s

pec

ial c

ontr

actu

al c

laus

es. I

n th

at c

ase

they

may

not

exc

eed

5%

of

the

valu

e, in

the

wor

ksho

p o

r in

the

war

ehou

se, o

f goo

ds

rem

aini

ng

und

eliv

ered

. Th

ese

cons

titut

e fix

ed d

amag

es i

n fu

ll d

isch

arg

e, a

nd e

xclu

de

any

othe

r fo

rm o

f rep

arat

ion.

4. —

TR

AN

SPO

RT

Our

goo

ds

are

ship

ped

at

the

risk

of t

he p

urch

aser

, an

d i

t is

his

re

spon

sib

ility

to c

heck

shi

pm

ents

on

arriv

al, t

o no

te p

ossi

ble

dam

age

and

to

mak

e an

y cl

aim

s to

the

shi

pp

er, e

ven

if th

e d

eliv

ery

was

mad

e ca

rria

ge-

pai

d.

Shi

pp

ing

and

pac

kag

ing

cos

ts m

ay b

e th

e ch

arg

ed t

o ve

ndor

or

pur

chas

er a

ccor

din

g to

wha

t was

dec

ided

at t

he ti

me

whe

n th

e or

der

w

as m

ade

and

acc

epte

d b

y b

oth

par

ties.

All a

dd

ition

al s

hip

pin

g c

osts

occ

asio

ned

by

the

pur

chas

er (i

n th

e ca

se

of in

corr

ect

del

iver

y ad

dre

ss o

r no

n-av

aila

bilit

y of

the

rec

ipie

nt t

o ta

ke

del

iver

y) w

ill b

e au

tom

atic

ally

rec

harg

ed to

the

pur

chas

er.

a) C

laim

sIn

ord

er f

or t

hem

to

be

cons

ider

ed,

all

com

pla

ints

con

cern

ing

the

na

ture

, typ

e, c

hara

cter

istic

s, d

eliv

ery

par

amet

ers

and

ap

par

ent

qua

lity

of th

e p

rod

ucts

, not

with

stan

din

g le

gal

ob

ligat

ions

, mus

t be

rep

orte

d to

th

e ve

ndor

by

reg

iste

red

le

tter

with

sig

ned

rec

eip

t with

in 8

cal

end

ar d

ays

of d

eliv

ery.

b

) Pac

kag

ing

Non

con

sig

ned

pac

kag

ing

is th

e re

spon

sib

ility

of th

e cu

stom

er a

nd is

no

t tak

en b

ack

by

the

vend

or. I

n th

e ab

senc

e of

any

sp

ecia

l gui

del

ines

on

the

sub

ject

, p

acka

gin

g i

s p

rep

ared

by

the

vend

or a

ctin

g i

n th

e cu

stom

er’s

bes

t int

eres

ts.

c) R

etur

nsA

pro

duc

t tha

t has

bee

n d

eliv

ered

may

onl

y b

e re

turn

ed in

exc

eptio

nal

case

s an

d a

fter

prio

r w

ritte

n ag

reem

ent

from

the

ven

dor

. O

nce

the

vend

or h

as a

gre

ed to

acc

ept t

he re

turn

, the

pro

duc

t mus

t be

ship

ped

b

ack

with

in 8

cal

end

ar d

ays

in t

he c

ond

ition

in w

hich

it w

as d

eliv

ered

, as

reg

ard

s b

oth

the

pro

duc

t an

d t

he p

acka

gin

g. I

n th

e ca

se t

hat

the

goo

ds

have

suff

ered

mat

eria

lly, c

osts

for

rep

airin

g th

em w

ill b

e ch

arg

ed to

the

pur

chas

er.

5. —

TE

RM

S A

ND

CO

ND

ITIO

NS

OF

PAYM

EN

TTh

e co

ntra

ct s

ets

out t

he c

ond

ition

s of

pay

men

t.Th

e in

voic

e st

ates

the

dat

e b

y w

hich

pay

men

t sh

ould

be

mad

e as

w

ell

as t

he s

cale

of

pen

altie

s ch

arg

eab

le f

rom

the

day

fol

low

ing

the

se

ttlem

ent d

ate

show

n on

the

invo

ice.

Pa

ymen

t te

rm i

s se

t at

30

cale

ndar

day

s fro

m t

he d

ate

of i

nvoi

cing

. An

y ex

tens

ion

of t

his

term

tha

t ha

s no

t b

een

pre

viou

sly

agre

ed b

y th

e p

artie

s w

ill b

e d

eem

ed a

con

trav

entio

n ac

cord

ing

to

artic

le 6

6 of

Fr

ench

law

no.

200

1-240

dat

ed 1

5th

May

200

1.

The

non

pay

men

t of a

sum

due

ent

ails

by

law

the

forf

eitu

re o

f the

term

an

d t

here

fore

the

pay

abilit

y of

all

sum

s ow

ing

, eve

n th

ose

not

yet

due

fo

r p

aym

ent.

Al

l sum

s no

t p

aid

on

the

due

dat

e w

ill b

e, w

ithou

t an

y ne

ed fo

r fo

rmal

no

tice

to b

e g

iven

, su

bje

ct t

o in

tere

st c

harg

es a

t th

e ra

tes

of t

he

Euro

pea

n C

entr

al B

ank

surc

harg

ed b

y 7

poi

nts

in a

ccor

dan

ce w

ith

the

clau

ses

set o

ut b

y th

e Eu

rop

ean

Dire

ctiv

e 20

00/3

5 of

the

29th

Jun

e 20

00 a

nd b

y Fr

ench

law

no.

200

1-420

of

the

15th

May

200

1, an

d t

his

with

out p

reju

dic

e to

brin

gin

g a

bou

t the

ces

satio

n of

the

infra

ctio

n. T

he

vend

or r

eser

ves

the

right

to a

pp

ly a

pen

alty

sur

char

ge

equa

l to

15%

of

the

amou

nt o

f the

sum

s ow

ing

. Fo

r th

e fir

st

ord

er,

pay

men

t is

d

ue

imm

edia

tely

up

on

rece

ipt

of

invo

ice.

In t

he c

ase

that

a c

ontr

act

has

bee

n on

ly p

artia

lly f

ulfil

led

, pay

men

t is

d

ue o

n th

at p

art o

f the

con

trac

t not

in d

isp

ute

or p

artia

lly fu

lfille

d.

Paym

ent

is d

eem

ed m

ade

on t

he d

ate

upon

whi

ch f

und

s ar

e m

ade

avai

lab

le b

y th

e cu

stom

er to

the

ben

efici

ary

or h

is a

gen

t.

Ser

vice

s as

soci

ated

with

the

sup

ply

are

pay

able

imm

edia

tely,

net

and

w

ithou

t ded

uctio

n.

6. —

RE

TEN

TIO

N O

F O

WN

ER

SHIP

The

vend

or r

etai

ns o

wne

rshi

p o

f th

e g

ood

s so

ld u

ntil

pay

men

t in

ful

l of

the

prin

cip

al a

nd a

ny s

econ

dar

y am

ount

cha

rged

. In

any

case

, the

tr

ansf

er o

f ris

k to

the

pur

chas

er’s

acc

ount

is e

ffect

ive

from

des

pat

ch.

Def

ault

of p

aym

ent

by

a p

arty

wha

teve

r th

e d

ue d

ate

may

res

ult

in a

cl

aim

on

the

goo

ds.

7. —

GU

AR

AN

TEE

Sa)

Fau

lts r

esul

ting

in a

cla

im o

n th

e g

uara

ntee

The

vend

or p

rom

ises

to p

ut ri

ght

any

tech

nica

l mal

func

tion

aris

ing

from

a

faul

t in

des

ign,

mat

eria

ls o

r m

anuf

actu

re (i

nclu

din

g in

stal

latio

n if

this

op

erat

ion

is e

ntru

sted

to th

e ve

ndor

) with

in th

e b

ound

s of

the

clau

ses

that

fol

low

. Thi

s ob

ligat

ion

on t

he v

end

or m

ay n

ot b

e en

forc

ed i

f th

e m

alfu

nctio

n is

occ

asio

ned

by

mat

eria

ls s

upp

lied

by

the

pur

chas

er o

r b

y a

des

ign

insi

sted

up

on b

y th

e la

tter.

Any

gua

rant

ee is

inva

lidat

ed f

or in

cid

ents

res

ultin

g f

rom

uni

nten

tiona

l ev

ents

or f

orce

maj

eure

, as

wel

l as

for r

epla

cem

ents

or r

epai

rs re

sulti

ng

from

nor

mal

wea

r an

d t

ear,

or d

eter

iora

tion

and

acc

iden

ts c

ause

d b

y ne

glig

ence

, fau

lty in

stal

latio

n, m

onito

ring

or

mai

nten

ance

, or

by

use

of

the

goo

ds

that

is a

bno

rmal

or

that

doe

s no

t co

nfor

m t

o th

e ve

ndor

’s

inst

ruct

ions

. b

) Dur

atio

n an

d s

tart

of t

he g

uara

ntee

This

com

mitm

ent r

emai

ns in

forc

e fo

r fau

lts th

at b

ecom

e ev

iden

t dur

ing

a

gua

rant

ee p

erio

d o

f one

yea

r. R

epla

cem

ent

par

ts o

r p

arts

rep

lace

d

are

gua

rant

eed

for

the

per

iod

left

to r

un in

term

s of

the

gua

rant

ee.

The

per

iod

of

the

gua

rant

ee r

uns

from

the

dat

e of

del

iver

y as

set

out

in

par

agra

ph

3 ab

ove.

c)

Pur

chas

er’s

rep

onsi

bilit

ies

In o

rder

to

be

in a

pos

ition

to

call

upon

the

ben

efits

of

thes

e cl

ause

s,

the

pur

chas

er m

ust:

-

com

mun

icat

e to

the

ven

dor

, prio

r to

ord

erin

g, t

he d

estin

atio

n of

the

g

ood

s an

d th

e co

nditi

ons

in w

hich

they

will

be

used

. -

advi

se t

he v

end

or, w

ithou

t d

elay

and

in w

ritin

g, a

ny f

aults

whi

ch h

e at

trib

utes

to th

e g

ood

s an

d p

rovi

de

any

evid

ence

to b

ack

thes

e up

. -

affor

d t

he v

end

or e

very

op

por

tuni

ty t

o es

tab

lish

the

natu

re o

f th

e fa

ults

and

pro

ceed

with

thei

r re

ctifi

catio

n.-

not

atte

mp

t, m

oreo

ver,

with

out

the

vend

or’s

exp

ress

ag

reem

ent,

to

carr

y ou

t rep

airs

him

self

or to

hav

e th

ese

carr

ied

out

by

a th

ird p

arty

. d

) Mod

aliti

es r

elat

ing

to th

e g

uara

ntee

Onc

e th

e ve

ndor

has

bee

n ad

vise

d a

s se

t out

ab

ove,

he

mus

t rem

edy

faul

ts a

t hi

s co

sts

and

with

out

del

ay, b

ut h

e re

serv

es t

he r

ight

if

the

need

aris

es t

o m

ake

adju

stm

ents

to

the

equi

pm

ent

in o

rder

to

fulfi

l hi

s ob

ligat

ions

. W

ork

occa

sion

ed b

y th

e ob

ligat

ions

of

the

gua

rant

ee i

s g

ener

ally

ca

rrie

d o

ut in

the

vend

or’s

wor

ksho

ps

afte

r the

pur

chas

er h

as re

turn

ed

to t

he f

orm

er t

he d

efec

tive

equi

pm

ent

or p

arts

to

be

rep

aire

d o

r re

pla

ced

. N

ever

thel

ess,

taki

ng in

to a

ccou

nt th

e ty

pe

of e

qui

pm

ent t

o b

e re

pai

red

, w

hen

rep

airs

hav

e to

be

don

e on

site

, the

ven

dor

will

pay

for

the

lab

our

char

ges

aris

ing

from

the

rep

air o

per

atio

n its

elf,

not i

nclu

din

g ti

me

spen

t on

pre

limin

ary

wor

ks, d

ism

antli

ng o

r re

inst

allin

g m

ade

nece

ssar

y b

y th

e co

nditi

ons

of u

se o

r in

stal

latio

n p

erta

inin

g a

t th

e si

te a

nd c

osts

re

latin

g to

par

ts n

ot in

clud

ed w

ith th

e su

pp

ly

in q

uest

ion.

Th

e sh

ipp

ing

cos

ts o

f th

e fa

ulty

eq

uip

men

t or

par

ts,

as w

ell

as t

he

retu

rn o

f eq

uip

men

t and

rep

aire

d o

r re

pla

ced

par

ts b

ack

to s

ite a

re to

b

e p

aid

by

the

pur

chas

er a

s w

ell a

s, fo

r re

pai

rs c

arrie

d o

ut o

n si

te, t

he

trav

el e

xpen

ses

of th

e ve

ndor

’s a

gen

ts.

Part

s re

pla

ced

free

of c

harg

e re

turn

to th

e ve

ndor

’s o

wne

rshi

p.

8. —

RE

SPO

NSI

BIL

ITY

a) R

esp

onsi

bilit

y fo

r d

irect

mat

eria

l dam

age.

The

vend

or is

bou

nd to

rep

ay d

irect

dam

age

caus

ed to

the

pur

chas

er

whi

ch r

esul

ts f

rom

fau

lts a

ttrib

utab

le t

o th

e ve

ndor

in

the

exec

utio

n of

the

con

trac

t. B

y th

is t

itle,

the

ven

dor

is

not

bou

nd t

o re

pay

eith

er

the

harm

ful c

onse

que

nces

of

the

pur

chas

er’s

err

ors

or t

hose

of

third

p

artie

s re

latin

g to

the

exec

utio

n of

the

cont

ract

, nor

dam

ages

resu

lting

fro

m t

he u

se b

y th

e ve

ndor

of

tech

nica

l d

ocum

ents

, d

ata

or a

ny

othe

r te

chni

cal m

eans

sup

plie

d o

r im

pos

ed u

pon

the

ven

dor

by

the

pur

chas

er a

nd c

onta

inin

g e

rror

s no

t det

ecte

d b

y th

e ve

ndor

. b

) Res

pon

sib

ility

for

ind

irect

dam

age

and

/or

resu

lting

fina

ncia

l los

s.U

nder

no

ci

rcum

stan

ces

will

the

vend

or

be

resp

onsi

ble

fo

r co

mp

ensa

ting

non

mat

eria

l or

ind

irect

dam

age

such

as,

in p

artic

ular

, tr

adin

g lo

sses

, los

s of

pro

fi t,

harm

to c

omm

erci

al in

tere

sts…

The

resp

onsi

bilit

y of

the

ven

dor

is

limite

d s

tric

tly t

o th

e ob

ligat

ions

ex

pre

ssly

stip

ulat

ed i

n th

e co

ntra

ct.

All

pen

altie

s an

d c

omp

ensa

tion

sche

dul

ed t

here

in h

ave

the

natu

re o

f fix

ed d

amag

es a

nd i

nter

est,

and

dis

char

ge

the

vend

or in

ful

l, so

exc

lud

ing

any

oth

er s

anct

ion

or

oblig

atio

n to

com

pen

satio

n.c)

Gen

eral

rem

arks

Apar

t fro

m t

he c

ase

of g

ross

neg

ligen

ce b

y th

e ve

ndor

and

the

co

mp

ensa

tion

for

bod

ily h

arm

, the

ven

dor

’s r

esp

onsi

bilit

y is

lim

ited

, for

al

l rea

sons

, to

a su

m w

hich

, in

the

abse

nce

of a

diff

eren

t st

ipul

atio

n in

th

e co

ntra

ct, is

limite

d to

the

sum

s re

ceiv

ed fo

r the

sup

ply

of t

he g

ood

s or

ser

vice

s on

the

day

the

clai

m is

mad

e.

The

pur

chas

er g

uara

ntee

s no

t to

take

leg

al a

ctio

n th

roug

h hi

s in

sure

rs

or th

ird p

artie

s in

a c

ontr

actu

al re

latio

nshi

p w

ith h

im a

gai

nst t

he v

end

or

or h

is in

sure

rs b

eyon

d th

e lim

its a

nd e

xclu

sion

s st

ipul

ated

bel

ow.

9. —

DIS

PU

TES

In th

e ev

ent t

hat a

n am

iab

le a

gre

emen

t can

not b

e re

ache

d, i

t is

to b

e cl

early

und

erst

ood

tha

t an

y lit

igat

ion

per

tain

ing

to

the

cont

ract

will

be

put

in th

e ha

nds

of a

trib

unal

hav

ing

juris

dic

tion

for

the

area

whe

re th

e ve

ndor

’s d

omic

ile is

situ

ated

, eve

n in

the

case

of c

laim

und

er w

arra

nty

or w

hen

a nu

mb

er o

f def

end

ants

are

invo

lved

.

GE

NE

RAL

SA

LES

C

ON

DIT

ION

S:

GU

ARAN

TEES

FO

R

EXT

ER

IOR

LI

GH

TIN

G E

QU

IPM

EN

T

See

the

gua

rant

ees

of th

e S

ynd

icat

Fra

nçai

s d

e l’E

clai

rag

e(w

ww

.fed

er-e

clai

rag

e.fr)

275

Stor

age

and

pack

agin

g/

1 -

STO

RA

GE

RE

CO

MM

EN

DAT

ION

S

Our

pro

duc

ts s

houl

d b

e st

ored

hor

izon

tally

in t

heir

orig

inal

woo

den

sup

por

t st

rips

in a

wel

l ven

tilat

ed p

lace

un

der

she

lter.

Spen

din

g t

oo l

ong

sto

red

in

a co

nfine

d s

pac

e m

ay a

lter

the

outw

ard

ap

pea

ranc

e of

the

p

rod

uct.

2 -

PAC

KA

GIN

G

2.1

– C

olum

ns a

nd b

rack

ets

The

woo

den

ele

men

ts o

f our

cyl

ind

rical

col

umns

are

pro

tect

ed b

y tw

o la

yers

of c

orru

gat

ed c

ard

boa

rd; t

he

squa

re c

olum

ns b

y al

umin

ium

ang

le p

iece

s on

the

cor

ner.

The

met

al p

late

s ar

e p

acke

d u

sing

alu

min

ium

an

gle

pie

ces.

Acc

esso

ries

(sp

igot

s et

c…) a

re p

acka

ged

in c

ard

boa

rd.

Blo

ckin

g s

trip

s of

woo

d a

nd b

ind

ing

ens

ure

the

stab

ility

of th

e co

lum

ns d

urin

g s

hip

men

t. B

rack

ets

are

wra

pp

ed i

n co

rrug

ated

car

db

oard

and

or

bub

ble

wra

p i

f so

ld i

ndep

end

ently

fro

m t

he

colu

mns

.

2.2

– Li

ght

ing

Bol

lard

sTh

e sh

aft a

nd th

e he

el a

re w

rap

ped

in c

orru

gat

ed c

ard

boa

rd, t

he h

ead

is p

rote

cted

from

imp

acts

in b

ubb

le

wra

p a

nd c

ard

boa

rd.

Ord

ers

for

4 un

its o

r m

ore

are

pac

ked

in c

ard

boa

rd b

oxes

.

2.3

– Te

chni

cal B

olla

rds

Thes

e ar

e w

rap

ped

in c

orru

gat

ed c

ard

boa

rd ;

acce

ssor

ies

may

als

o b

e w

rap

ped

in b

ubb

le w

rap.

Onc

e on

the

pal

let,

woo

den

str

ips

pro

tect

the

acc

esso

ries

(tap

s, s

ocke

ts, e

tc) f

rom

dire

ct c

onta

ct w

ith t

he

pal

let.

Ord

ers

for

6 un

its o

r m

ore

are

pac

ked

into

car

db

oard

box

es a

nd p

lace

d o

n a

pal

let.

Mai

nten

ance

man

ual/

ON

REQ

UES

T:

- D

IAG

NO

STIC

S SH

EE

T-

TEC

HN

ICA

L SP

ECIF

ICAT

ION

: SIN

TOB

OIS

IND

UST

RIE

- TE

CH

NIC

AL

SPEC

IFIC

ATIO

N: D

PM

(ME

THO

XYP

RO

PO

XYP

RO

PAN

OL)

- TEC

HN

ICA

L SP

ECIF

ICAT

ION

: EN

VIR

ON

ME

NTA

LLY

FRIE

ND

LY A

NTI

GR

AFF

ITI S

TRIP

PE

R

BIO

TAG

®

- TE

CH

NIC

AL

SPEC

IFIC

ATIO

N: A

NTI

GR

AFF

ITI W

IPE

- B

UIL

DIN

G C

HIF

FON

NE

TTE

AN

TI-

GR

AFF

ITI

- R

ECO

MM

EN

DAT

ION

S FR

OM

TH

E S

YND

ICAT

FR

AN

ÇA

IS D

E L

’ÉC

LAIR

AGE

TO

GU

A-R

AN

TEE

PE

RFO

RM

AN

CE

OF

EQU

IPM

EN

T

1/ m

aint

enan

ce fo

r lig

ht p

oint

sIn

the

wor

ld o

f ur

ban

stre

et f

urni

ture

, and

par

ticul

arly

in

the

wor

ld o

f ou

tdoo

r lig

htin

g,

the

rap

id in

crea

se in

the

imp

orta

nce

of a

esth

etic

con

sid

erat

ions

in p

roje

cts

and

in t

he

equi

pm

ent

spec

ified

for

them

, has

led

to

incr

ease

d e

xpec

tatio

n th

at t

he fi

nish

ed e

ffect

sh

ould

con

tinue

to lo

ok g

ood

ove

r tim

e, a

s sh

ould

the

pro

duc

ts.

TOD

AY A

LIG

HT

PO

INT

DO

ES

NO

T JU

ST P

RO

VID

E L

IGH

T: IT

HA

S TO

LO

OK

GO

OD

TO

O.

THE

RE

FOR

E T

HE

AP

PE

AR

AN

CE

OF

THE

PR

OD

UC

T N

EE

DS

TO B

E L

OO

KE

D A

FTE

R

THR

OU

GH

OU

T IT

S LI

FE.

Just

as

chan

gin

g la

mp

s is

vita

l to

ensu

re th

at th

e p

rod

uct c

ontin

ues

to w

ork,

so

pro

per

m

aint

enan

ce o

f the

fitti

ng it

self

will

ensu

re t

hat

it co

ntin

ues

to lo

ok g

ood

, irr

esp

ectiv

e of

w

hich

mat

eria

ls a

re u

sed

to m

ake

it.

The

notio

n of

sus

tain

able

dev

elop

men

t d

icta

tes

that

pro

duc

ts s

houl

d c

ontin

ue t

o w

ork

and

not

be

allo

wed

to d

ecay

. So

it is

that

a c

omm

itmen

t to

mai

nten

ance

is e

ssen

tial,

not

just

for

the

light

s th

emse

lves

, but

als

o fo

r th

e fit

ting

s th

at c

onta

in a

nd s

upp

ort t

hem

.

Allo

win

g f

or t

he m

aint

enan

ce o

f Au

bril

am s

hafts

is

ther

efor

e p

art

and

par

cel

in t

he

bus

ines

s of

cap

ital i

nves

tmen

t in

site

s an

d p

roje

cts.

2/ m

aint

enan

ce o

f aub

rilam

col

umns

AUB

RIL

AM

SH

AFT

S A

RE

MAD

E O

F A

C

OM

BIN

ATIO

N

OF

MAT

ERIA

LS:

WO

OD

A

ND

M

ETA

L.

WO

OD

: In

this

gui

de

we

will

add

ress

onl

y th

e m

aint

enan

ce o

f th

e w

ood

en p

arts

of

our

pro

duc

ts. t

he t

echn

ical

cha

ract

eris

tics

and

fun

ctio

n of

woo

d a

re n

ot m

uch

affec

ted

by

lack

of m

aint

enan

ce a

s of

cou

rse

it d

oes

not r

ust.

On

the

othe

r ha

nd, t

he a

pp

eara

nce

of

woo

d c

an s

uffer

con

sid

erab

ly if

it is

not

look

ed a

fter.

MET

AL: F

or g

uid

ance

on

the

mai

nten

ance

of t

he n

on w

ood

en p

arts

of t

he lig

ht fi

tting

(met

al,

elec

tric

al c

omp

onen

ts),

we

sug

ges

t th

at y

ou c

onsu

lt an

Ext

erio

r Li

ght

ing

mai

nten

ance

g

uid

e is

sued

by

your

ow

n na

tiona

l Ele

ctric

al S

tand

ard

s Au

thor

ity.

3/ m

aint

enan

ce o

f aub

rilam

woo

dTh

e b

asis

of o

ur a

pp

roac

h is

cor

rect

dia

gno

sis

of th

e p

rob

lem

.

AU

BR

ILA

M’S

HTE

-E M

AN

UFA

CTU

RIN

G P

RO

CE

SS I

S D

ESI

GN

ED

TO

ASS

UR

E T

HE

A

BIL

ITY

OF

OU

R P

RO

DU

CTS

TO

CO

NTI

NU

E T

O P

ER

FOR

M A

ND

TO

OP

TIM

IZE

TH

E

DU

RA

BIL

ITY

OF

THE

G

LUE

D

LAM

INAT

ED

W

OO

D

OU

TSID

E.

THIS

P

RO

CE

DU

RE

IN

CLU

DE

S A

WO

OD

STA

INFI

NIS

HIN

G C

OM

PO

NE

NT

WH

ICH

CO

LOU

RS

AN

D P

RO

TEC

TS

THE

SU

RFA

CE

OF

THE

WO

OD

. To

ach

ieve

the

req

uire

d fi

nish

thre

e w

ood

stai

n co

ats

are

app

lied

; on

e co

at to

pen

etra

te

the

woo

d a

nd t

wo

colo

urin

g a

nd p

rote

ctin

g c

oats

. Woo

dst

ain

is a

sur

face

tre

atm

ent

whi

ch r

educ

es th

e d

amag

e d

one

by

hum

idity

and

pro

tect

s fro

m U

V.Th

e m

icro

-por

ous

qua

lity

of t

he w

ood

stai

n ch

osen

ena

ble

s it

to t

oler

ate

dim

ensi

onal

va

riatio

ns in

the

woo

d w

ithou

t fla

king

. The

gre

at a

dva

ntag

e of

this

is th

at it

mea

ns th

ere

is n

o ne

ed to

san

d th

e sh

aft w

hen

mai

nten

ance

wor

k ta

kes

pla

ce, m

akin

g it

a lo

t sim

ple

r th

an a

sim

ilar

pro

ced

ure

carr

ied

out

on

met

al (b

rush

ing

, san

din

g, p

rimer

coa

t, tw

o to

p

coat

s of

pai

nt).

The

inte

rval

at

whi

ch m

aint

enan

ce w

ork

will

need

to

be

don

e, t

akin

g in

to a

ccou

nt o

ur

man

ufac

turin

g te

chni

que

s, th

e fa

ct th

at th

e w

ood

is in

an

uprig

ht p

ositi

on a

nd th

e q

ualit

y of

the

woo

dst

ains

we

use,

will

be

arou

nd s

even

yea

rs. A

n ex

cep

tion

are

site

s ne

xt to

the

sea

whe

re s

and

and

sal

t will

sand

bla

st e

xpos

ed m

ater

ials

: th

e he

at c

oatin

g la

cque

r and

w

ood

stai

n ar

e eq

ually

affe

cted

. Rem

emb

er th

at w

ood

is n

ot s

ensi

tive

to s

alt.

Whe

n ca

rryi

ng o

ut p

reve

ntat

ive

mai

nten

ance

, by

optin

g fo

r a

qua

lity

woo

dst

ain,

a s

ing

le

coat

will

be

enou

gh

to p

rese

rve

the

surf

ace

of t

he w

ood

for

ano

ther

mai

nten

ance

in

terv

al.

The

shad

e of

the

woo

dst

ain

used

for

mai

nten

ance

sho

uld

be

light

er t

han

that

of

the

orig

inal

coa

t to

avoi

d th

e sh

aft a

pp

earin

g d

arke

r af

ter

a nu

mb

er o

f rec

oatin

gs.

277

Mai

nten

ance

man

ual/

Mai

nten

ance

met

hod

sP

RO

CED

UR

E

MET

HO

D

ESTIMATED INSTALLATION DATE

APP

EAR

ANC

E O

F W

OO

D S

UR

FAC

E

BRUSHING

SANDING

RINSING

WO

OD

STAI

NIN

G

WOODSTAIN UNDERCOAT

1st PROTECTIVE COAT

2nd PROTECTIVE COAT

Stag

e A

Prev

entiv

e m

aint

enan

ce

7/10

yea

rs

> C

olou

r d

ull b

ut r

ecog

nisa

ble

> W

ood

stai

n st

ill 10

0%

> S

light

flou

ring

of t

he w

ood

stai

n

YES

NO

YES

NO

YES

NO

Stag

e b

Res

tora

tive

mai

nten

ance

10/2

0 ye

ars

> C

olou

r ve

ry d

ull b

ut r

ecog

nisa

ble

> W

ood

stai

n st

ill m

ore

than

50%

pre

sent

> P

rono

unce

d fl

ourin

g o

f the

woo

dst

ain

> S

mal

l cra

cks

in th

e w

ood

stai

n

YES

NO

YES

NO

YES

YES

Stag

e C

Cur

ativ

e m

aint

enan

ce

(Ren

ewin

g)

20 y

ears

an

d o

ver

> C

olou

r no

long

er r

ecog

nisa

ble

> W

ood

stai

n co

ver

less

than

50%

> N

umer

ous

smal

l cra

cks

> A

pea

ranc

e d

egra

ded

NO

YES

NO

YES

YES

YES

Not

e: in

som

e hu

mid

are

as it

is p

ossi

ble

for

the

shaf

t to

be

par

tially

cov

ered

in m

oss.

In th

is c

ase

bru

shin

g w

ill b

e en

oug

h to

rem

ove

it.

Woo

dst

ain

gui

de

OR

IGIN

AL

CO

LUM

N C

OLO

UR

STAG

E A

,1

PR

OTE

CTI

VE

CO

AT:

STAG

E B

, 2

PR

OTE

CTI

VE

CO

ATS:

STAG

E C

, 1

UN

DE

RC

OAT

AN

D

2 P

RO

TEC

TIVE

CO

ATS*

:

light

oak

Sikk

ens

filte

r 7

oreg

on p

ine

Sikk

ens

filte

r 7

oreg

on p

ine

1st c

oat

Sikk

ens

HLS

lig

ht o

ak

2nd

coa

tSi

kken

s fil

ter

7 lig

ht o

ak

3rd

coa

tSi

kken

s fil

ter

7 lig

ht o

ak

dar

k oa

kSi

kken

s fil

ter

7

light

oak

Sikk

ens

filte

r 7

light

oak

1st c

oat

Sikk

ens

HLS

dar

k oa

k

2nd

coa

tSi

kken

s Fi

lter

7 d

ark

oak

3rd

coa

tSi

kken

s Fi

lter

7 d

ark

oak

ches

tnut

Sikk

ens

Filte

r 7

dar

k oa

k

Sikk

ens

Filte

r 7

dar

k oa

k

1st c

oat

Sikk

ens

HLS

che

stnu

t

2nd

coa

tSi

kken

s Fi

lter

7 ch

estn

ut

3rd

coa

tSi

kken

s Fi

lter

7 ch

estn

ut

mah

ogan

ySi

kken

s Fi

lter

7

teak

Sikk

ens

Filte

r 7

teak

1st c

oat

Sikk

ens

HLS

mah

ogan

y

2nd

coa

tSi

kken

s Fi

lter

7 m

ahog

any

3rd

coa

tSi

kken

s Fi

lter

7 m

ahog

any

ebon

ySi

kken

s Fi

lter

7

wal

nut

Sikk

ens

Filte

r 7

wal

nut

1st c

oat

Sikk

ens

HLS

eb

ony

2nd

coa

tSi

kken

s Fi

lter

7 eb

ony

3rd

coa

tSi

kken

s Fi

lter

7 eb

ony

1 lit

re o

f woo

dst

ain

cove

rs 1

2m2

For

othe

r w

ood

stai

ns, p

leas

e co

ntac

t A

ubril

am.

* th

e 3r

d c

oat

(=2n

d p

rote

ctiv

e co

at)

can

be

rep

lace

d b

y a

tran

spar

ent

woo

dst

ain

SIK

KE

NS

164,

rue

Am

bro

ise

Cro

izat

- B

P 1

40 -

932

04 S

aint

-Den

is c

edex

- F

ranc

eTe

l.: 0

1 48

13

83 0

0 -

Fax:

01

48 0

9 99

61

ww

w.s

ikke

ns.c

om.fr

Des

crip

tion

of t

he p

roce

ssA

CTI

ON

SB

RU

SHIN

GSA

ND

ING

ILLU

STR

ATIO

N

OB

JEC

TIV

E>

To g

et r

id o

f dus

t, m

oss

and

oth

er r

esid

ues

> To

com

ple

tely

rem

ove

the

old

woo

dst

ain

ME

THO

D>

Bru

sh li

ght

ly a

nd e

venl

y>

Sand

eve

nly

dow

n to

the

orig

inal

woo

d

surf

ace

TOO

LS

AC

TIO

NS

RIN

SIN

GW

OO

DST

AIN

ING

ILLU

STR

ATIO

N

OB

JEC

TIV

E>

To r

emov

e d

ust

from

bru

shin

g o

r sa

ndin

g>

To m

ake

it lo

ok n

ew a

gai

n

ME

THO

D>

Spra

y fr

om t

op t

o b

otto

m a

nd a

llow

to

dry

> A

pp

ly w

ood

stai

n ev

enly

, wor

king

from

top

tow

ard

s b

otto

m. A

llow

to

dry

bet

wee

n co

ats.

TOO

LS

NB

: Put

a d

ust s

heet

dow

n at

the

foot

of t

he c

olum

ns to

cat

ch th

e ru

n-off

.

Mai

nten

ance

man

ual/

279

Mai

nten

ance

man

ual/

Min

or d

amag

e B

EFO

RE

PR

OC

ED

UR

EA

FTE

R

SAP

1. R

emov

e la

yer

of s

ap

usin

g a

scr

aper

.

2. S

oak

a cl

ean

dry

clo

th

with

DP

M**

*.3.

Rub

the

flow

of s

ap

with

out

rem

ovin

g t

he

woo

dst

ain.

NB

: the

flow

will

sto

p n

atur

ally

as

soo

n as

the

poc

ket

of s

ap

is e

mp

ty.

CR

AC

KS

1. A

pp

ly t

he fi

ller*

***

to t

he

crac

k.2.

San

d t

he fi

lled

are

a b

y ha

nd w

ith s

and

pap

er

120

grit

.3.

Ap

ply

tw

o co

ats

of

woo

dst

ain

(ref

. to

tab

le o

f w

ood

stai

ns in

ann

exe)

*** D

PM c

lean

ing

sol

vent

: te

chni

cal d

ata

shee

t on

requ

est.

****

Sin

tob

ois

colo

ured

woo

d fi

ller (

use

a fil

ler w

ith s

ame

colo

ur a

s th

e co

lum

n).

Vand

alis

mB

EFO

RE

PR

OC

ED

UR

EA

FTE

R

GR

AFF

ITI

New

ligh

t gr

affiti

1. So

ak t

he s

urfa

ce w

ith

the

anti-

gra

fitti*

clo

th.

2. R

ub g

ently

.3.

Rin

se w

ith w

ater

.

Dar

k, o

ld g

raffi

ti

1. A

pp

ly n

eat

BIO

TA

G**

on

to

the

surf

ace.

2. A

llow

to

wor

k fo

r 5

to 1

0 m

inut

es.

3. R

ub g

ently

.4.

Rin

se w

ith w

ater

.

GO

UG

E

1. A

pp

ly fi

ller*

* to

the

gou

ge.

2. A

llow

to

dry

: 20

mn.

3. S

and

the

fille

d a

rea

by

hand

with

san

dp

aper

12

0 g

rit.

4. A

pp

ly t

wo

coat

s of

w

ood

stai

n (r

ef. t

o ta

ble

of

woo

dst

ains

in a

nnex

e)

* En

viro

nmen

tally

-frie

ndly

ant

i-gra

ffiti

clot

h fo

r re

cent

lig

ht g

raffi

ti (o

n re

que

st)

** E

nviro

nmen

tally

-frie

ndly

cle

aner

for

old

and

/or

dar

k g

raffi

ti (o

n re

que

st)