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Scope

Geprüftes/zugelassenes Bauteil

pitched roof sdrhzi04a-05

pitched roof timber frame construction, ventilated, with dry lining, not suspended

Building physical assessment

Fire performance REI 30
maximum span = 5 m; maximum load Ed,fi = 2,62 kN/m² (rafter 60/200 without roofing, counter battens and battens)
Classified by IBS  
Classified by HFA  
Fire performance Germany
Classification: F30  
Load Ed,fi according to the German certification document
Proof: DIN 4102-4:2016-05, Tabelle 10.19, Zeile 1  
Thermal performance U 0,19 W/(m2K)
Diffusion adequate
Calculated by HFA  
Calculated by TUM  
Acoustic performance Rw (C;Ctr) 54 dB (-2; -8)
Ln,w (Cl)
with a tiled roof Rw = 52 (-2; -8) dB
Assessed by TGM  
Rating by Müller-BBM  
Mass per unit area m 103,9 kg/m2
Calculation based on gypsum plaster board type DF GKF
 

data sheet pitched roof
sdrhzi04a-05 (pdf, 250 KB)

Note

The design of the under-roof construction and of the counter-battens have to be specified according to the roof pitch and the national requirements.

Download sdrhzi04a-5.ifc
Only for registered members after logging in.
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 concrete roof tile or tiled roof 2100 A1
B 30,0 spruce wood battens (30/50) 0,120 50 450 1,600 D
C 50,0 spruce wood counter battens (Austria: minimum height 50 mm), Germany 30 mm 0,120 50 450 1,600 D
D 22,0 softboard [045; 250] - rigid underlay 0,045 5 250 2,100 E
E 200,0 construction timber (80/..; e=625) 0,120 50 450 1,600 D
F 200,0 cellulose fibre [040; E] 0,040 1-2 55 2,000 E
G 15,0 OSB (sealed with airtight tape) 0,130 200 600 1,700 D
H 24,0 spruce wood cladding with spacing of cladding boards(24/100); a=400 0,120 50 450 1,600 D
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 39,6 kg
Share of renewable materials of total weight 42,56 %
Global warming potential (GWP-T) -32,463 kgCO2Äqv.
Energy use of Primary Energy 477,1 MJ
Share of renewable Primary Energy 20,9 %
∑ΔOI3 22,2
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 28,045 -60,508 -32,463 99,915 623,844 723,760 377,200 19,362 396,561 0,108 0,047 2.4654708E-6 0,020

Database GaBi (ÖKOBAUDAT)

Built-in renewable materials 45,0 kg
Biogenic carbon 64,0 kgCO2Äqv.
Energy use of Primary Energy 729,6 MJ
Share of renewable Primary Energy 24,5 %
Calculated by TUM  

Resources
Lifecycle
Phase		 GWP
[kgCO2Äqv.]		 AP
[kgSO2Äqv.]		 EP
[kgPO4Äqv.]		 ODP
[kgR11Äqv.]		 POCP
[kgEthenÄqv.]		 PERE
[MJ]		 PERM
[MJ]		 PERT
[MJ]		 PENRE
[MJ]		 PENRM
[MJ]		 PENRT
[MJ]
A1 - A3 -38,709 0,076 0,013 6.22E-7 0,019 175,204 699,079 875,393 511,442 11,286 522,852
C1 - C4 69,669 0,010 0,007 8.95E-8 0,001 2,147 -549,854 -547,708 25,360 -10,344 15,015
A1 - C4 31,988 0,089 0,021 7.19E-7 0,020 178,428 149,483 329,021 551,165 0,994 552,283

Last update 02.08.2023/hfa.eco2soft