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Regional validity

Scope

timber frame construction
Cross-section of standard configuration

timber frame construction
Standard configuration

Register of building materials used for this application, cross-section (from top to bottom)

Thickness [mm] Building material Thermal performance Reaction to fire­
λ μ min – max ρ c
A 25,0 dry screed 0,210 8 900 1,050 A1
B 40,0 0,040 1 180 1,030 A1
C 30,0 fill (m' ca. 45 kg/m²) 0,700 1 1800 1,000 A1
D 0,2 trickling protection E
E 16,0 OSB 0,130 200 600 1,700 D
F construction timber (80/..; e=625) 0,120 50 450 1,600 D
G - variable insulation material
H 16,0 spruce wood tongeue and groove planking 0,120 50 450 1,600 D
I 9,5 gypsum plaster board type A 0,250 4-10 680 1,050 A2

Variations of building components

Thickness of layer Fire performance Thermal performance Acoustic performance Eco Sustainability Mass
Thickness [mm] Building material Σ REI U [W/(m²K)] Diffusion Ln,w(Cl) Rw (C,Ctr) OI3Kon m [kg/m²]
gdrtxn04a-00 F
G
220,0
100,0
construction timber (80/..; e=625)
mineral wool [040; 30; ≥1000°C]
356,5 30 adequate 65 (3) 57 (-6,-13) 118,6
gdrtxn04a-01 F
G
220,0
100,0
construction timber (80/..; e=625)
cellulose fibre [040; 50]
356,5 30 adequate 65 (3) 57 (-6,-13) 120,3
gdrtxn04a-02 F
G
220,0
100,0
construction timber (80/..; e=625)
Wood fibre insulation [039; 45]
356,5 30 adequate 65 (3) 57 (-6,-13) 119,9
gdrtxn04a-03 F
G
240,0
100,0
construction timber (80/..; e=625)
mineral wool [040; 30; ≥1000°C]
376,5 30 adequate 64 (3) 58 (-6,-13) 119,7
gdrtxn04a-04 F
G
240,0
100,0
construction timber (80/..; e=625)
cellulose fibre [040; 50]
376,5 30 adequate 64 (3) 58 (-6,-13) 121,5
gdrtxn04a-05 F
G
240,0
100,0
construction timber (80/..; e=625)
Wood fibre insulation [039; 45]
376,5 30 adequate 64 (3) 58 (-6,-13) 121,0

Last update 19.04.2018/hfa.plb