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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 60,0 cement screed or anhydrite screed 1,330 50-100 2000 1,080 A1
B plastic separation layer 0,200 100000 1400 1,400 E
C - variable building material
D 60,0 fill line split m'=90 kg/m² 0,700 1 1500 1,000 A1
E trickling protection E
F 22,0 OSB 0,130 200 600 1,700 D
G 240,0 construction timber (80/..; e=625) 0,120 50 450 1,600 D
H - variable insulation material
I trickling protection E
J 27,0 resilient channel
K 12,5 gypsum plaster board type DF 0,250 10 800 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]
gdrnxa09a-00 C
H
40,0
200,0
impact sound absorbing subflooring WF-T [s'<30 MN/m³]
Wood fibre insulation [039; 45]
30 adequate 41 (2) 70 (-1,-6) 276,2
gdrnxa09a-01 C
H
40,0
100,0
impact sound absorbing subflooring MW [s'=7 MN/m²]
mineral wool [040; 11; <1000°C]
30 adequate 36 (2) 71 (-1,-6) 264,8

Last update 19.04.2018/hfa.plb