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Regional validity

Scope

Building physical assessment

Fire performance REI 60
maximum span = 5 m; maximum load Ed,fi = 3,66 kN/m²  
Classified by HFA  
Thermal performance U 0,26 W/(m2K)
Diffusion adequate
Calculated by HFA  
Acoustic performance Rw (C;Ctr) 51 dB (-2; -9)
Ln,w (Cl) 66 dB (0)
Rating by TGM  
Mass per unit area m 77,3 kg/m2
Calculation based on gypsum plaster board type DF GF
 
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 25,0 dry screed 0,210 8 900 1,050 A1
B 30,0 impact sound absorbing subflooring MW-T 0,035 1 68 1,030 A1
C 19,0 particleboard 0,130 50-100 700 1,700 D
D 220,0 construction timber (80/..; e=*) 0,120 50 450 1,600 D
E 100,0 cellulose fibre [040; E] 0,040 1-2 55 2,000 E
F 24,0 spruce wood cladding with spacing of cladding boards(24/100); a=400 0,120 50 450 1,600 D
G 25,0 gypsum plaster board type DF (2x12,5 mm) or 0,250 10 800 1,050 A2
G 25,0 gypsum fibre board (2x12,5 mm) 0,320 21 1000 1,100 A2

Ecological rating (per m2 construction area)

Database ecoinvent

Built-in renewable materials 33,5 kg
Share of renewable materials of total weight 43,06 %
Global warming potential (GWP-T) -25,025 kgCO2Äqv.
Energy use of Primary Energy 540,8 MJ
Share of renewable Primary Energy 13,4 %
∑ΔOI3 27,5
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 26,379 -51,404 -25,025 72,515 517,194 589,709 468,257 29,215 497,472 0,113 0,050 2.4768681E-6 0,023

Last update 02.08.2023/hfa.eco2soft