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Regional validity

Scope

Building physical assessment

Fire performance REI from inside
REI from outside
30
30
maximum ceiling height = 3 m; maximum load Ed,fi = 32,0 kN/m  
Classified by HFA  
Thermal performance U 0,11 W/(m2K)
Diffusion adequate
Calculated by HFA  
Acoustic performance Rw (C;Ctr) 52 dB (-3; -10)
Ln,w (Cl)
Assessed by TGM  
Mass per unit area m 72,4 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 7,0 plaster 1,000 10-35 2000 1,130 A1
B 80,0 WF-PT [042; 180] 0,042 3-7 180 2,100 E
C 15,0 fibreboard (MDF) 0,140 11 600 1,700 D
D 240,0 construction timber (60/..; e=625) 0,120 50 450 1,600 D
E 240,0 mineral wool [0,35; ≥20; <1000^C] 0,035 1 20 1,030 A1
F 15,0 OSB (sealed with airtight tape) 0,130 200 600 1,700 D
G 40,0 spruce wood cross battens (a=400) or battens offset) 0,120 50 450 1,600 D
H 40,0 mineral wool [0,35; ≥20; <1000^C] 0,035 1 20 1,030 A1
I 19,0 planking tongue and groove 0,120 50 450 1,600 D

Ecological rating (per m2 construction area)

Database ecoinvent

OI3Kon 4,0
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.]
-41,1 0,192 635,1 861,1 0,079 0,009

Last update 11.02.2019/hfa.plb