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Regional validity

Scope

Building physical assessment

Fire performance REI 30
maximum span = 5 m; maximum load Ed,fi = 2,62 kN/m²  
Classified by IBS  
Thermal performance U 0,24 W/(m2K)
Diffusion adequate
Calculated by HFA  
Acoustic performance Rw (C;Ctr) 67 dB (-8; -17)
Ln,w (Cl) 50 dB (6)
Assessed by TGM  
Mass per unit area
 
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 50,0 anhydrite screed or cement screed 0,700 10 2200 1,300 A1
B plastic separation layer 0,200 100000 1400 1,400 E
C 30,0 impact sound absorbing subflooring MW-T 0,035 1 68 1,030 A1
D 40,0 fill 0,700 1 1800 1,000 A1
E trickling protection E
F 18,0 OSB 0,130 200 600 1,700 D
G 220,0 construction timber (80/..; e=*) 0,120 50 450 1,600 D
H 100,0 mineral wool [038; ≥33; ≥1000°C] 0,038 1 33 1,030 A1
I 12,0 OSB 0,130 200 600 1,700 D
J 27,0 resilient channel
K 12,5 gypsum plaster board type DF or 0,250 10 800 1,050 A2
K 12,5 gypsum fibre board 0,320 21 1000 1,100 A2

Ecological rating (per m2 construction area)

Database ecoinvent

OI3Kon 25,8
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.]
-22,1 0,312 726,6 888,5 0,055 0,022

Last update 30.08.2017/hfa.plb