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Regional validity

Scope

solid wood construction
Cross-section of standard configuration

solid wood construction
Standard configuration

Note

The design of the under-roof construction and of the counter-battens have to be specified according to the roof pitch and the national requirements.

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 concrete roof tile /tiled roof 2100 A1
B 30,0 spruce wood battens (30/50) 0,120 50 450 1,600 D
C 30,0 spruce wood counter battens (Germany 30mm); Austria: minimum 50mm 0,120 50 450 1,600 D
D 22,0 softboard [045; 250] - rigid underlay 0,045 5 250 2,100 E
E construction timber (80/..; e=800) 0,120 50 450 1,600 D
F cellulose fibre [040; 50] 0,040 1 50 2,000 E
G 0,2 sealing sheet (air tight)
H 120,0 cross laminated timber 0,130 50 500 1,600 D
I 60,0 spruce wood battens (60/60; e=400) 0,120 50 450 1,600 D
J 60,0 mineral wool [040; 11; <1000°C] 0,040 1 11 1,030 A1
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 Rw (C,Ctr) OI3Kon m [kg/m²]
sdmhzi03a-00 E
F
180,0
180,0
construction timber
cellulose fibre [040; 50]
454,5 60 0,15 adequate 52 (-1,-7) 152,2
sdmhzi03a-01 E
F
200,0
200,0
construction timber
cellulose fibre [040; 50]
474,5 60 0,14 adequate 53 (-1,-7) 154,0
sdmhzi03a-02 E
F
240,0
240,0
construction timber
cellulose fibre [040; 50]
515,5 60 0,12 adequate 54 (-1,-7) 157,6

Last update 27.06.2018/hfa.plb