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Regional validity

Scope

Building physical assessment

Fire performance REI 60
maximum span = 5 m; maximum load Ed,fi = 1,32 kN/m²  
Classified by HFA  
Thermal performance U 0,16 W/(m2K)
Diffusion adequate
Calculated by HFA  
Acoustic performance Rw (C;Ctr) 51 dB (-3; -9)
Ln,w (Cl)
Assessed by TGM  
Mass per unit area m 107,2 kg/m2
 
timber frame construction
Cross-section of standard configuration

timber frame construction
Standard configuration

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

Thickness [mm] Building material Thermal performance Reaction to fire­
λ μ min – max ρ c
A concrete roof tile or tiled roof 2100 A1
B 30,0 spruce wood battens (30/50) 0,120 50 450 1,600 D
C 50,0 spruce wood battens (min. 50 mm) 0,120 50 450 1,600 D
D sarking membrane sd ≤ 0,3m 1000 E
E 24,0 planking spruce wood closed cladding without spacing of cladding boards 0,120 50 450 1,600 D
F 240,0 construction timber (80/..; e=800) 0,120 50 450 1,600 D
G 240,0 glass wool UNIFIT [037; R=14] 0,037 1 14 1,030 A1
H vapour barrier sd≥ 6m 1000
I 50,0 Heraklith BM 0,090 2-5 370 2,000 B
J 10,0 plaster 0,700 10 1300 1,000 A1

Ecological rating (per m2 construction area)

Database ecoinvent

OI3Kon -15,0
Calculated by IBO  

GWP
[kg CO2 Äqv.]
AP
[kg SO2 Äqv.]
PEI ne
[MJ]
PEI e
[MJ]
EP
[kg PO4 Äqv.]
POCP
[kg C2H4 Äqv.]
-25,3 0,100 380,5 538,1 0,040 0,010

Source: Knauf Insulation GmbH

Last update 23.08.2017/hfa.plb