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Dimension deviations
Approved deviations from wall opening dimensions in accordance with DIN 18100 (all dimensions in mm)
If the gross construction openings (masonry, concrete, porous concrete, partition wall) do not offer sufficient space for the protective boxes
of the framebox, the wall openings must be chiselled out for the protective boxes. In order to ensure the functioning of the door, the protec-
tive boxes must not be removed!
Where the dimensional tolerances are exceeded, the correct functioning and stability of the door can no longer be guaranteed.
Corner frame, two-piece closed frame 2140B, closed frame,
corner / counterframe, corner/supplementary frame
Masonry / concrete / porous concrete
Calculating the width
Gross gap
= Coordinating size + 10
Clear passage = Coordinating size – 84
GB
Calculating the height
Gross gap
= Coordinating size + 5
Clear passage = Coordinating size – 42
Gross gap (width)
Coordinating size (width)
Clear passage (width)
Stud partition wall*
Calculating the width
Gross gap
= Coordinating size + 10
Clear passage = Coordinating size – 90
Calculating the height
Gross gap
= Coordinating size + 5
Clear passage = Coordinating size – 45
(for frame 2140B)
Gross gap (width)
Coordinating size (width)
Clear passage (width)
Timber partition wall*
Calculating the width
Gross gap
= Coordinating size + 10
Clear passage = Coordinating size – 90
Calculating the height
Gross gap
= Coordinating size + 5
Clear passage = Coordinating size – 45
(for frame 2140B)
Gross gap (width)
Coordinating size (width)
Clear passage (width)
28 | Novoferm
(drawing left)
(min. + 0 / max. + 20)
(drawing right)
(min. + 0 / max. + 15)
(drawing left)
(min. + 0 / max. + 20)
(for frame 2140B)
(drawing right)
(min. + 0 / max. + 10)
(drawing left)
(min. + 0 / max. + 20)
(for frame 2140B)
(drawing right)
(min. + 0 / max. + 10)
Please keep these assembly, operating and maintenance instructions as long as you use the product!
Standard block frame
Block frame without edging (Type 1 or 1.1)
Masonry / concrete / porous concrete / stud partition wall*
Calculating the width
(drawing left)
External frame dim. = Gross gap – 18
Coordinating size
= External frame dim. – 78
Clear passage
= External frame dim. – 162
= External frame dim. – 142
Calculating the height
(drawing right)
External frame dim. = Gross gap** – 9
Coordinating size
= External frame dim. – 39
Clear passage
= External frame dim. – 81
= External frame dim. – 71
Gross gap (width)
External frame dimensions (width)
Coordinating size (width)
Clear passage (width)
Joint 9
Joint 9
(min. 4 / max. 10)
(min. 4 / max. 10)
** from upper surface of finished floor
Block frame with edging (Type 2 or 2.1)
Masonry / concrete / porous concrete / stud partition wall*
Calculating the width
(drawing left)
External frame dim. = Gross gap – 18
Coordinating size =
External frame dim. – width of edgings
Clear passage =
External frame dim. – width of edgings
External frame dim. – width of edgings
Calculating the height
(drawing right)
External frame dim. = Gross gap** – 9
Coordinating size =
External frame dim. – width of edging
Clear passage =
External frame dim. – width of edging
External frame dim. – width of edging
Gross gap (width)
External frame dimensions (width)
Coordinating size (width)
1
Clear passage (width)
Joint 9
(min. 4 / max. 10)
(min. 4 / max. 10)
** from upper surface of finished floor
* Approved wall types and thicknesses see pages 22/23 and 24
(min. – 8 / max. – 20)
(for Type 1)
(for Type 1.1)
(min. – 4 / max. – 10)
(for Type 1)
(for Type 1.1)
(min. – 8 / max. – 20)
+
– 78
1
2
+
– 162
1
2
(for Type 1)
+
– 142
1
2
(for Type 1.1)
(min. – 4 / max. – 10)
– 39
3
– 81
3
(for Type 1)
– 71
3
(for Type 1.1)
2
Joint 9
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