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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 (without floor construction and 12mm OSB; with ceiling beam 60/200)
Classified by IBS  
Classified by HFA  
Thermal performance U 0,26 W/(m2K)
Diffusion adequate
Acoustic performance Rw (C;Ctr) 58 dB (-2; -8)
Ln,w (Cl) 61 dB (0)
Assessed by TGM  
Mass per unit area m 149,8 kg/m2
Calculation based on gypsum plaster board type DF GKF
 
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 fire­klasse EN
λ μ min – max ρ c
A 50,0 anhydrite 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 18,0 OSB 0,130 200 600 1,700 D
E 200,0 construction timber (80/..; e=625) 0,120 50 450 1,600 D
F 100,0 mineral wool [040; ≥16; <1000°C] 0,040 1 16 1,030 A1
G 12,0 OSB 0,130 200 600 1,700 D
H 27,0 resilient channel
I 12,5 gypsum plaster board type DF or 0,250 10 800 1,050 A2
I 12,5 gypsum fibre board 0,320 21 1000 1,100 A2

Ecological rating (per m2 construction area)

Database ecoinvent

Built-in renewable materials 29,6 kg
Share of renewable materials of total weight 20,16 %
Global warming potential (GWP-T) -8,269 kgCO2Äqv.
Energy use of Primary Energy 697,4 MJ
Share of renewable Primary Energy 17,1 %
∑ΔOI3 40,7
Calculated by HFA  

Global warming potential Share of renewable Primary Energy Resources
Lifecycle
Phase
GWP-F
[kgCO2Äqv.]
GWP-B
[kgCO2Äqv.]
GWP-T
[kgCO2Äqv.]
PERE
[MJ]
PERM
[MJ]
PERT
[MJ]
PENRE
[MJ]
PENRM
[MJ]
PENRT
[MJ]
AP
[kgSO2Äqv.]
EP
[kgPO4Äqv.]
ODP
[kgR11Äqv.]
POCP
[kgEthenÄqv.]
A1 - A3 40,469 -48,739 -8,269 119,409 502,666 622,075 577,950 25,504 603,454 0,165 0,079 2.8163102E-6 0,029

Last update 02.08.2023/hfa.eco2soft