Contents. Basics of ventilated facades Service package. Brackets. Project-Checklist Reference projects

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1 A structured approach to facades

2 Contents Basics of ventilated facades... 3 Building physics Service package Static analysis... 4 Installation training... 4 Installation plans... 5 Brackets MacFOX XFOX MacWUDI MacUNI Project-Checklist Reference projects Fixing systems Metal ACM Fibrecement / HPL Ceramic / Thin Stone Terracotta Render Changes reserved. Edition 2007

3 Advantages of ventilated facades Building physics Rain protector / humidity / dew protector Thermal insulation-cold Sound insulation Thermal insulation-heat Thermal expansion Fire safety / lighting arrester Versatile facade design Alignment and levelling Large tolerances 3

4 0,0027 0,6 0,6 0,6 0,6 44 cm 107 cm 107 cm 0 cm 44 cm 0,0027 0,00 kn/m 0,00 kn/m 0,00 kn/m 0,00 kn/m 44 cm 107 cm 107 cm 0 cm 44 cm 0,00 0,00 0,03 0,03 0,00 0,00,, t Service package EUROFOX project specific assesment with installation drawing We can create a project specific assessment for your scheme including static calculations. We can provide an installation plan and a EUROFOX components schedule. EUROFOX static analysis Primary fixing dimensions in accordance with local authority regulations and local pull out testing (primary fixing) Verification of flexible points (dynamic load / pressure) and fixed points (deadload, cladding and windloads) Verification of profiles STATICAL ANALYSIS Nr.: 0 site: Example of static input data system: profile length L = 3,00 m cantilever length k = 0,435 m effective span a = 1,065 m unit spacing b = 0,60 m loading: wind load acc. To Zweifeldtr ger Felder: 2 N B 4014 / T1 k a a k Verification of sliding points GP - S V 40 W 1,2 = 0,1307 cm D zul = 1,60 kn n = 1 d = 1,85 cm S zul = 0,80 kn m = 2 f = 3,69 cm W f zul 1, 2 tension: H zul,1 = 0,89 kn 80% f 0,75 d zul W 1 2 H zul,2 = 1,19 kn 60% d 0, 75 f H zul,d = n D zul 1,07 kn 67% f d vorh H s = 0,71 kn min H s,zul = 0,89 kn 80% Verification of anchor points 1 x FP - M /2 V 40 Verification in section 4: W b,4 = 0,0417 cm W t,4 = 0,1667 cm d = 1,85 cm h = 6,00 cm e = 2,60 cm 1 1 v zul G zul,4 = 2 2 0,54 kn 34% d e1 d 3 W b,4 h1 W,4 j verification / rivet shear by the permissible bolt force: bolts / rivets 2 = H / G = 3,954 v = 0,1667 x = 0,500 = H S / G = 3,954 e = 3,00 cm = 0,500 facade element HPL 6 mm terrain categories GF I c druck = 1,000 w d = 0,81 kn/m q 0 = 0,81 kn/m c sog = 1,375 w s = 1,11 kn/m compression: e 1 = 2,6 cm t = 0,25 cm S G zul,s = zul 0,32 kn 56,9% 2 2 e v j x support structure MTA_v-100 vorh H s = 0,712 kn max w = 1,11 kn/m vorh H d = 0,518 kn max H = 0,71 kn = e ,0 t = 1,15 A 4 = 1,50 cm verification by the permissible dowel force: 1 dowel wall weight g = 0,10 kn/m G = 0,180 kn zul A 4 H d,zul, 4 = 13,04 kn 4% D zul = 1,60 kn f = 3,69 cm w = 0,0000 company Mustermontage Mustergasse Mustervillage date: material: Al Mg Si 0,5 F25 f yk = 25,0 kn/cm zul = zul = v,zul = 10,0 kn/cm 6,0 kn/cm 14,6 kn/cm H d,zul, N = S zul * m = 1,60 kn 32% vorh H d = 0,52 kn min H d,zul = 1,60 kn 32% G zul,d = n D zul 0,27 kn 67,7% 2 ( f d ) 1 w 1 f vorh G = 0,18 kn min G zul = 0,27 kn 67,7% Verification of anchor profiles L 40/60/1,8 system: vertical supporting profile number of spans: 2 horizontal: wind: facadeweight: 0,60 m 1,00 m centre distance: results: wind load: moment and deflection diagram -0,06-0,06-0,06 M zul = 0,137 knm vertical: W o = 0,305 cm 0,00 0,00 0,00 0,00 W u = 1,373 cm E*I = 3,9760 knm 44 cm 107 cm 107 cm 0 cm 44 cm system: span: 2 x 1,065 m cantilever: k = 0,435 m M Feld = 0,035 knm M zul = 0,137 knm 25% load: wind: 1,00 kn/m facadeweight: 0,10 kn/m 0,585 0,000 0,541 0,493 0,690 column: M St tz = 0,067 knm M zul = 0,137 knm 49% wind load: facade load: moment and deflection diagram 0,00 0,00 0,00 0,00 0,00 0,00 serviceability: max f = 0,128 *b * w * L 4 / (E * I) = 0,77 mm facade load: 0,000 0,000 0,000 0,000 0,000 profile: L-40/60/1,8 stress ratio: 65,17% support system: MacFox 40 load: H: 0,64 kn V: 0,18 kn EUROFOX installation training We can provide your installation personnel with on-site instruction 4 Changes reserved.

5 EUROFOX installation plans 5

6 Brackets MacFOX Installation vertical fixing MacFOX Bracket sizes V Clipped Connection, adjust For initial line and level adjustment the EUROFOX profiles are clipped into the MacFOX-brackets. 2 Final Fixing After adjustment the EUROFOX profiles are fixed to the MacFOX-brackets with screws (or rivets). Round holes and elongated holes in the MacFOX-brackets allow for the creation of both, fixed points (FP) and flexible points (GP) FP GP FP GP Clipped Connection 1 Final Fixing 2 6 Changes reserved.

7 Structural system 3 MacFOX fixed point The vertical profile is fixed to the MacFOX support bracket by screws (rivets) through the round holes. The MacFOX bracket absorbs both vertical dead loads and horizontal wind loads. MacFOX bracket screw 5 Structural system vertical fixing Each vertical profile is fixed to one MacFOX fixed point and a number of MacFOX flexible point brackets. As a consequence of thermal expansion, the length of the profiles normally does not exceed the storey height. The bracket spacing is determined by cladding options such as the dimensions and weight of the facade cladding, wind loads and cladding zone. dowel H vertical profile G facade element MacFOX fixed point 3 4 MacFOX flexible point Screws (rivets) fixed through the elongated holes connect the vertical profile to the MacFOX bracket. Consequently, thermal expansion is not constrained by the support system. The MacFOX flexible point bracket absorbs windloads only. Geschoßhöhe storey height MacFOX bracket screw dowel vertical profile H facade element MacFOX flexible point 4 MACFOX flexible Gleitpunkt point MACFOX flexible Gleitpunkt point MACFOX fixed Fixpunkt point MACFOX flexible Gleitpunkt point MACFOX flexible Gleitpunkt point -V- 5 7

8 Brackets XFOX Installation horizontal fixing XFOX Bracket sizes V Clipped Connection, adjust For initial line and level adjustment the EUROFOX profiles are clipped into the XFOX-brackets. Clipped Connection 1 2 Final Fixing After adjustment the profiles are fixed to the XFOX-brackets with screws (or rivets). Round holes and elongated holes in the XFOX-brackets allow for the creation of both, fixed points (FP) and flexible points (GP). FP GP FP GP Final Fixing 2 8 Changes reserved.

9 Structural system ca. 3,0 m flexible XFOX Gleitpunkt point flexible XFOX Gleitpunkt point flexible XFOX Gleitpunkt point XFOX fixed point Fixpunkt structural system horizontal fixing 3 flexible XFOX Gleitpunkt point 3 Horizontal section To enable thermal movements, the horizontal L-profiles are fixed by one XFOX fixed point and a number of XFOX flexible points. 4 Vertical section Vertical profiles Each vertical profile is fixed to one horizontal fixed point L-profile and flexible jointed to a number of flexible point L-profiles. The length of vertical profiles should not exceed the storey height. Consequently, thermal expansion is not constrained by the support system. storey height flexible point L-profile flexible point L-profile fixed point L-profile Fixpoint L-profiles Due to the rigid connection, fixed point L- profiles are able to absorb both, vertical dead loads and horizontal wind loads. Flexible point L-profiles Flexible point L-profiles take wind loads only. flexible point L-profile flexible point L-profile Vertical section 4 9

10 Brackets MacWUDI compensation of tolerances MacWUDI is an ideal solution for the support of timber battens used for timber cladding (soft and hardwood). For smaller cladding zones, the design easily accommodates any uneveness in the timber and allows the battens to be quickly and accurately lined, levelled and secured. Distance of fixing (a) depends usually on: allowed pulling test of the dowel (substrate) weight / m 2 distance from wall = V max. Number of MacFOX/dowels in case of buildings up to 20 m are normaly (windloads acc. DIN) app./m 2. (b) = static requirement (c) = panel dimension / grid distance timber battens 10 Changes reserved.

11 Brackets MacUNI compensation of tolerances MacUNI The assembly of MacUNI to MacFOX or XFOX brackets provides an ideal element for the fixing of timber battens where medium to large cladding zones are required. Distance of fixing (a) depends usually on: allowed pulling test of the dowel (substrate) weight / m 2 distance from wall = V max. Number of MacFOX/dowels in case of buildings up to 20 m are normally (windloads acc. DIN) app. 2 piece/m 2. (b) = static requirement (c) = panel dimension / grid 11

12 Project-Checklist Info from Project name Date Project address Area m 2 New building Renovation Facade Element Metal Compound/ACM HPL Fibrecement Ceramic Brick Render Fabricate Dimension mm Weight kg/m 2 Thickness mm Fixing method EUROFOX-system Visible Invisible Panel Rivets Mechanical Portrait Screws Adhesive Landscape Project data Building Height m 1 Windloads Other Storey Height m 1 General kn/m 2 Window Height m 1 Special kn/m 2 Wall condition Concrete Other Certified pullout of anchor kn Brick Insulation mm Steel Cavity depth mm CAD-Plans View of claddings Plan view Arrangement of sheets Details Client/Architect Installation company Dates Name Name Planning Address Address Offer Installation To provide you with an offer please complete and submit a project checklist, ideally accompanied with elevation and plan AutoCAD drawings, indicating your proposed cladding requirements. This will allow us to prepare a project specific cladding solution, including static calculations, setting out information and overlay drawings for the system and panels. 12 Changes reserved.

13 Reference projects Leatherhead House Surrey, UK application: Compound material: Etalbond 1500 m 2 designed: 2003 Towson University USA application: Keramik material: Mirage 2000 m 2 designed: 2005 Vardo Headquarter Rumänien application: HPL material: Trespa Meteon 800 m 2 designed: 2002 Terrington House Cambridge, UK application: Compound material: Aluminium 500 m 2 designed: 2003 LBS Fürstenfeld Österreich application: Glasfaserbeton material: FibreC 700 m 2 designed:

14 Fixing systems Metal System MLA-v-100 visible fixing with rivets / screws 14 Changes reserved.

15 System MLA-v-570 secret fixing with aluminium clamps 15

16 Fixing systems Metal System XLA-h-100 visible fixing with rivets / screws 16 Changes reserved.

17 System MLA-v-400 secret fixing with special profile 17

18 Fixing systems Metal System XLA-h-100 secret fixing with rivets / screws 18 Changes reserved.

19 System MUH-v-200 secret fixing with rivets / screws 19

20 Fixing systems Metal System MUH-v-200 secret fixing with nails / screws 20 Changes reserved.

21 ACM System MUK-va-100 visible fixing with aluminium bolts / rivets (screws) 21

22 Fixing systems ACM System MTA-v-400 visible fixing with rivets 22 Changes reserved.

23 System MTA-v-900 visible fixing with rivets 23

24 Fixing systems ACM System MTK-v-900 secret fixing with adhesive system 24 Changes reserved.

25 System MYH-v-900 visible fixing with special profile 25

26 Fixing systems ACM System MYA-v-900 visible fixing with rivets 26 Changes reserved.

27 Fibrecement / HPL System MTA-v-100 visible fixing with rivets / screws 27

28 Fixing systems Fibrecement / HPL System MLZ-v-500 visible fixing with rivets / screws 28 Changes reserved.

29 System MTK-v-100 secret fixing with adhesive system 29

30 Fixing systems Fibrecement / HPL System XLZ-h-100 visible fixing with rivets / screws 30 Changes reserved.

31 System MLV/k-v-20 secret fixing with hangers / stud anchors 31

32 Fixing systems Fibrecement / HPL System MLZ/k-v-00 secret fixing with hangers / stud anchors 32 Changes reserved.

33 System XLP-v-300 secret fixing with stud anchors / adhesive system 33

34 Fixing systems Fibrecement / HPL System MWH-h-100 visible fixing with screws 34 Changes reserved.

35 Ceramic / Thin Stone System MTC-v-300 visible fixing with aluminium clamps 35

36 Fixing systems Ceramic / Thin Stone System MTC-v-100 visible fixing with stainless steel clamps 36 Changes reserved.

37 System XLC-h-350 visible fixing with aluminium clamps 37

38 Fixing systems Ceramic / Thin Stone System MLV/k-v-20 secret fixing with hangers / stud anchors 38 Changes reserved.

39 System MLZ/k-v-00 secret fixing with hangers / stud anchors 39

40 Fixing systems Ceramic / Thin Stone System XLP-v-300 secret fixing with stud anchors 40 Changes reserved.

41 System MTK-v-100 secret fixing with adhesive system 41

42 Fixing systems Terracotta System XLP-v-400 secret fixing with aluminium clamps Fehlt 42 Changes reserved.

43 System MTS-v-400 secret fixing with aluminium clamps 43

44 Fixing systems Terracotta System MTS-v-500 secret fixing with aluminium clamps 44 Changes reserved.

45 System MTS-v-700 secret fixing with aluminium clamps 45

46 Fixing systems Terracotta System MTS-v-710 secret fixing with aluminium clamps 46 Changes reserved.

47 System XLT-v-100 secret fixing with special profile 47

48 Fixing systems Terracotta System XLS-h-400 secret fixing with aluminium clamps 48 Changes reserved.

49 System MUH-v-600 secret fixing with screws 49

50 Fixing systems Render System MTA-v-300 secret fixing with rivets 50 Changes reserved.

51 51

52 EUROFOX GmbH A-2821 Lanzenkirchen, Gewerbepark 10 Tel.: +43 (0) , FAX: +43 (0) Internet:

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