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Aubrilam new large catalogue
Citation preview
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
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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
141
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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
143
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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
145
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and
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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
149
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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
153
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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
155
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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
ecodesign
165
urban furniture
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an f
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167
Alba/ collection
alba-
desIgn
aWardLivinluce 2007 design Antonio Citterio
with Toan Nguyen
urb
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urni
ture
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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171
INNOVATION & dEsIGN AWArd
Livinluce 2007Milan
Alba/ collection
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desIgn
aWardLivinluce 2007
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175
Orlam/ collection
urb
an f
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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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179
Orlam/ collection
urb
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183
Moshi/ collection
urb
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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
185
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
urb
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possibility of
replacing wood
with compact
laminates
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Moshi/ collection
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ecodesign
191
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“.
195
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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of Co2
set aside from
day 1 compared
with a metal
canopy
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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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of Co2
set aside from
day 1 compared
with a metal
canopy
199
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.
201
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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203
special products
205
Morzine/ France
207
Les sables d’Olonne/ France
209
Les sables d’Olonne/ France
211
Le Bourget/ France
213
Le Bourget/ France
215
Burnroad Cookstown/ UK
ecodesign
217
Colour chart
218
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 ?
219
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.
220
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…
221
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.
222
Chestnut Light Oak Ebony Mahogany
223
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
Tech
nica
l D
ata
Des
crip
tions
of t
he r
ang
es o
f lig
htin
g c
olum
ns a
nd u
rban
furn
iture
, as
wel
l as
dim
ensi
ons
and
tech
nica
l dat
a sh
eets
rep
rod
uced
in th
is c
atal
ogue
are
pro
vid
ed b
y Au
bril
am fo
r in
form
atio
n p
urp
oses
onl
y.Au
bril
am r
eser
ves
the
right
to m
ake
any
adju
stm
ents
to th
e ca
talo
gue
as
dee
med
nec
essa
ry a
nd w
ithou
t war
ning
. To
lera
nces
: woo
d it
ems
± 3
%, s
teel
item
s ±
1 %
, alu
min
ium
item
s ±
2 %
.
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
Mos
hi X
L/ 3
-6 m
Mos
hi/ 3
-6 m
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
PCO
3230
PCO
2230
312
012
078
460
x 60
112
00,
500,
7026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
20
PCO
3430
PCO
2430
314
014
093
460
x 70
114
00,
600,
9026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
27
PCO
3235
PCO
2235
3,5
120
120
7846
0 x
601
120
0,50
0,70
260
x 26
020
0 x
200
4 H
A16/
M14
- 3
0022
PCO
3435
PCO
2435
3,5
140
140
9346
0 x
701
140
0,60
0,90
260
x 26
020
0 x
200
4 H
A16/
M14
- 3
0030
PCO
3240
PCO
2240
412
012
078
460
x 60
112
00,
500,
7026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
24
PCO
3440
PCO
2440
414
014
093
460
x 70
114
00,
600,
9026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
32
PCO
3250
PCO
2250
512
012
078
460
x 60
112
00,
500,
7026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
27
PCO
3450
PCO
2450
514
014
093
460
x 70
114
00,
600,
9026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
38
PCO
3650
PCO
2650
516
016
010
846
0 x
701
160
0,60
0,90
260
x 26
020
0 x
200
4 H
A16/
M14
- 3
0051
PCO
3460
PCO
2460
614
014
093
460
x 70
114
00,
600,
9026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
43
PCO
3660
PCO
2660
616
016
010
846
0 x
701
160
0,60
0,90
260
x 26
020
0 x
200
4 H
A16/
M14
- 3
0058
PCO
3860
PCO
2860
620
020
013
546
0 x
901,2
200
0,75
1,25
400
x 40
030
0 x
300
4 H
A20/
M18
- 4
0094
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
). 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.
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
). 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.
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
0230
PCO
1230
312
012
010
030
0 x
800,
3512
01,0
00,
8026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
26
PCO
0235
PCO
1235
3,5
120
120
100
300
x 80
0,35
120
1,00
0,80
260
x 26
020
0 x
200
4 H
A16/
M14
- 3
0028
PCO
0240
PCO
1240
412
012
010
030
0 x
800,
3512
01,0
00,
8026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
30
PCO
0440
PCO
1440
414
014
011
740
0 x
900,
3514
01,2
01,0
026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
42
PCO
0250
PCO
1250
512
012
010
030
0 x
800,
3512
01,0
00,
8026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
35
PCO
0450
PCO
1450
514
014
011
740
0 x
900,
3514
01,2
01,0
026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
48
PCO
0460
PCO
1460
614
014
011
740
0 x
900,
3514
01,2
01,0
026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
53
PCO
0660
PCO
1660
616
016
013
745
0 x
900,
3516
01,2
01,3
026
0 x
260
200
x 20
04
HA2
0/M
18 -
400
69
227
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
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
227
Sile
a/ 6
-10 m
Sile
a/ 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
w
ood
stai
n (A
ubril
am H
TE p
roce
ss).
Flus
h b
ase
with
sq
uare
cro
ss s
ectio
n in
gal
vani
zed
ste
el a
nd p
owd
er
coat
ed 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 p
olye
ster
fin
ish.
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
-tio
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
: 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
1303
PCS
2303
312
076
6446
0 x
600,
7512
00,
500,
7026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
18
PCS
1503
PCS
2503
314
076
7246
0 x
700,
9014
00,
600,
9026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
23
PCS
1403
PCS
2403
314
010
080
460
x 70
0,90
140
0,60
0,90
260
x 26
020
0 x
200
4 H
A16/
M14
- 3
0024
PCS
1353
PCS
2353
3,5
120
7664
460
x 60
0,75
120
0,50
0,70
260
x 26
020
0 x
200
4 H
A16/
M14
- 3
0019
PCS
1553
PCS
2553
3,5
140
7672
460
x 70
0,90
140
0,60
0,90
260
x 26
020
0 x
200
4 H
A16/
M14
- 3
0025
PCS
1453
PCS
2453
3,5
140
100
8046
0 x
700,
9014
00,
600,
9026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
27
PCS
1304
PCS
2304
412
076
6446
0 x
600,
7512
00,
500,
7026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
21
PCS
1504
PCS
2504
414
076
7246
0 x
700,
9014
00,
600,
9026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
27
PCS
1404
PCS
2404
414
010
080
460
x 70
0,90
140
0,60
0,90
260
x 26
020
0 x
200
4 H
A16/
M14
- 3
0029
PCS
1305
PCS
2305
512
076
6446
0 x
600,
7512
00,
500,
7026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
24
PCS
1505
PCS
2505
514
076
7246
0 x
700,
9014
00,
600,
9026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
30
PCS
1405
PCS
2405
514
010
080
460
x 70
0,90
140
0,60
0,90
260
x 26
020
0 x
200
4 H
A16/
M14
- 3
0033
PCS
1605
PCS
2605
516
012
098
460
x 70
0,90
160
0,60
0,90
260
x 26
020
0 x
200
4 H
A16/
M14
- 3
0045
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
1506
PCS
2506
614
076
7246
0 x
700,
9014
00,
600,
9026
0 x
260
200
x 20
04
HA1
6/M
14 -
300
34
PCS
1606
PCS
2606
616
012
098
460
x 70
0,90
160
0,60
0,90
260
x 26
020
0 x
200
4 H
A16/
M14
- 3
0052
PCS
1607
PCS
2607
716
012
098
460
x 70
0,90
160
0,60
0,90
260
x 26
020
0 x
200
4 H
A16/
M14
- 3
0058
PCS
1807
PCS
2807
720
012
012
446
0 x
901,2
020
00,
751,2
540
0 x
400
300
x 30
04
HA2
0/M
18 -
400
88
PCS
1907
PCS
2907
722
014
013
846
0 x
901,2
022
00,
751,5
040
0 x
400
300
x 30
04
HA2
0/M
18 -
400
103
PCS
1808
PCS
2808
820
012
012
446
0 x
901,2
020
00,
751,2
540
0 x
400
300
x 30
04
HA2
0/M
18 -
400
96
PCS
1908
PCS
2908
822
014
013
846
0 x
901,2
022
00,
751,5
040
0 x
400
300
x 30
04
HA2
0/M
18 -
400
114
PCS
1208
PCS
2208
825
014
016
646
0 x
901,2
025
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
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
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.
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
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.
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
646
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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)