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Regional validity

Scope

Building physical assessment

Fire performance REI 60
maximum span = 5 m; maximum load Ed,fi = 2,62 kN/m²  
Classified by HFA  
Thermal performance U 0,25 W/(m2K)
Diffusion adequate
Calculated by HFA  
Acoustic performance Rw (C;Ctr) 74 dB (-4; -12)
Ln,w (Cl) 47 dB (0)
Rating by HFA  
Mass per unit area m 312,4 kg/m2
Calculation based on gypsum plaster board type DF GKF
 
timber frame construction
Cross-section of 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 60,0 cement screed or cement screed 1,330 50-100 2500 1,080
B plastic separation layer 0,200 100000 1400 1,400 E
C 30,0 impact sound absorbing subflooring MW-T [s'=10 MN/m³] 0,033 1 70 1,030 A1
D 60,0 elastic bonded (PUR) chippings, m' approx. 90 kg/m² 0,700 1 1500 1,000 A1
E trickling protection E
F 18,0 OSB 0,130 200 600 1,700 D
G 240,0 construction timber (80/..; e=*) 0,120 50 450 1,600 D
H 100,0 mineral wool [038; ≥30; ≥1000°C] 0,038 1 30 1,030 A1
I 12,0 OSB 0,130 200 600 1,700 D
J 27,0 resilient channel
K 25,0 gypsum plaster board type DF or 0,250 10 800 1,050 A2
K 25,0 gypsum fibre board 0,320 21 1000 1,100 A2

Ecological rating (per m2 construction area)

Database ecoinvent

Built-in renewable materials 42,2 kg
Share of renewable materials of total weight 14,66 %
Global warming potential (GWP-T) -16,757 kgCO2Äqv.
Energy use of Primary Energy 925,1 MJ
Share of renewable Primary Energy 17,7 %
∑ΔOI3 52,8
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 52,281 -69,038 -16,757 163,451 710,518 873,970 761,616 48,971 810,587 0,215 0,100 3.7522037E-6 0,040

Last update 02.08.2023/hfa.eco2soft