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Regional validity

Scope

Geprüftes/zugelassenes Bauteil

external wall awropi25a-07

external wall timber frame construction, not ventilated, with dry lining, with rendering

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 fire­
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

ΔOI3 40,0
Calculated by HFA  

Resources
Lifecycle
Phase		 GWP
[kg CO2 Äqv.]		 AP
[kg SO2 Äqv.]		 EP
[kg PO4 Äqv.]		 ODP
[kg R11 Äqv.]		 POCP
[kg Ethen Äqv.]		 PERE
[MJ]		 PERM
[MJ]		 PERT
[MJ]		 PENRE
[MJ]		 PENRM
[MJ]		 PENRT
[MJ]
A1 - A3 -51,532 0,225 0,072 2,57e-6 0,037 65,385 921,177 986,562 531,783 27,337 559,120

Last update 25.01.2021/hfa.plb