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Regional validity

Scope

Building physical assessment

Fire performance REI from inside
REI from outside
60
90
maximum ceiling height = 3 m; maximum load Ed,fi = 32,0 kN/m  
Classified by HFA  
Thermal performance U 0,14 W/(m2K)
Diffusion adequate
Calculated by HFA  
Acoustic performance Rw (C;Ctr) 50 dB (-3; -10)
Ln,w (Cl)
Rating by TGM  
Mass per unit area m 71,7 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 fire­klasse EN
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 22,0 planking spruce wood diagonal 0,120 50 450 1,600 D
D 160,0 construction timber (60/..; e=625) 0,120 50 450 1,600 D
E 160,0 mineral wool [038; ≥33; ≥1000°C] 0,038 1 33 1,030 A1
F 22,0 planking spruce wood diagonal 0,120 50 450 1,600 D
G vapour barrier sd≥ 6m 1000
H 40,0 spruce wood cross battens (a=400) or battens offset) 0,120 50 450 1,600 D
I 40,0 mineral wool [038; ≥33; ≥1000°C] 0,038 1 33 1,030 A1
J 19,0 planking tongue and groove 0,120 50 450 1,600 D

Ecological rating (per m2 construction area)

Database ecoinvent

Built-in renewable materials 53,3 kg
Share of renewable materials of total weight 72,11 %
Global warming potential (GWP-T) -52,125 kgCO2Äqv.
Energy use of Primary Energy 683,7 MJ
Share of renewable Primary Energy 21,5 %
∑ΔOI3 36,8
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 36,595 -88,720 -52,125 146,758 918,801 1065,559 536,936 27,301 564,237 0,200 0,073 2.598527E-6 0,064

Last update 02.08.2023/hfa.eco2soft