In order that the wind resistance categories which are stated by us holds the validity, the fastener of the assembler has to match with
the substructure. For incoming orders without details of installation substructure you will receive brackets for the installation on con-
crete C20/25. Please keep in mind, that these brackets are possibly not usable for other substructure. To fulfil the DIN EN 13561 it is
essential to install the kind and number of brackets which are recommended per product. Thereby you have to consider absolutely
the determined dowel extraction forces, as well as the installation and mounting references of the producer of fastener (inclusive
edge distance). Accurate extraction forces depending to thickness of insulated plaster and the demanded bracket set, as well as
installation on other substructure, on request (please also see column insulated plaster systems on page T1-35).
CCoouupplleedd ssyysstteemmss
are calculated as two single systems (system width = ½ total width). The bracket set (K-set) will be needed twice.
EXTRACTION FORCES AND BRACKET SETS for wind resistance category 2
Extraction forces in Newton (N) per installation screw
MHZ carrier bar awning
CLASSIC
T1-37
Subject to technical changes, edition 03.2008
N = extraction force in Newton (N) per installation screw; K-set = intended bracket set
Advice: the above mentioned extraction forces are also effective for application of guide bar PRISMA.
CLASSIC/CLASSIC without VERTIMA
CLASSIC/CLASSIC with VERTIMA
wall installation on concrete C20/25
wall installation on concrete C20/25
width
projection in cm
width
projection in cm
width
projection in cm
width
projection in cm
width
projection in cm
width
projection in cm
width
projection in cm
width
projection in cm
wall installation on brick > MZ 12
wall installation on brick >= MZ 12
wall installation on vertically perforated brick > HLZ 12
wall installation on vertically perforated brick > HLZ 12
wall installation on gas concrete > PB 2
wall installation on gas concrete > PB 2
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