ADS "TONALITY " Adaptive system 26. Description. 1 Basics. 2 Typical details. 3 List of components. Survey of drawings

Transcription

1 Survey of drawings ADS Description "TONALITY " Adaptive system Drawing / File name CD-ROM with DWG-, PDF-files Color page File page 1 Basics 1.1 Structural survey of ADS applied onto vertical ANo.: ADS v ADS 01 substructure; joint options 1. How to install ADS onto vertical substructure ANo.: ADS 100-0v ADS Structural survey of ADS applied onto horizontal ANo.: ADS h ADS 03 substructure; joint options 1. How to install ADS onto horizontal substructure ANo.: ADS 100-0h ADS Recoveries and slides re. to vert. substructure ANo.: ADS ADS Mounting pattern (vertical primary substructure) ANo.: ADS 100-0/1 ADS Mounting pattern (horizontal primary substructure) ANo.: ADS 100-0/ ADS Replacement-division of joints- / carrier profiles ANo.: ADS ADS Tile grid heights and replacement points ANo.: ADS ADS Static reference notes ANo.: ADS 100- ADS Illustration of system depths and joint profiles ANo.: ADS ADS Examplary use of wind barriers / curved walls ANo.: ADS ADS Details of soffit clamps ANo.: ADS ADS Details of how to fix shortened tiles (fitting piece,clamp) ANo.: ADS ADS 13 Typical details.1 No. 1 : Vertical section of fixed / floating point ANo.: ADS ADS 0. No. 1.1:... onto vertical wooden substructure ANo.: ADS ADS No. 1.:... onto horizontal wooden substructure ANo.: ADS ADS 0.. No. 1.3:... onto horizontal metal substructure ANo.: ADS ADS 1.5 No. +3: V-section of roof parapet / bottom end ANo.: ADS ADS.6 No. +5: H-section of ext. corner (vert. substructure) ANo.: ADS ADS 3.7 No. 6+7: H-section of ext. corner (hor. substructure) ANo.: ADS ADS.8 No. 8: H-section of internal corner / expansion joint ANo.: ADS ADS Survey of window details ANo.: ADS ADS No. 9.1: H-section window on vert. substructure + ADS No : Vertical section through window ANo.: ADS ADS 7.11 No : H-section with clay tile soffit ANo.: ADS ADS 8.1 No : V-section of lintel soffit with clay tile ANo.: ADS ADS 9.13 No. 10.: Vertical section of wimdowsill by clay tile ANo.: ADS ADS 30.1 No. 9.: H-section of window, horiz. substructure ANo.: ADS ADS 31 No. 11.: V-section of win. with sun protection.15 No : Horizontal section: transition from clay tile ANo.: ADS ADS 3 with Neoprene joint profile to reveal + TICS 3 List of components 3.1 Tile grid height 150 mm ANo.: ADS ET Tile grid height 175 mm ANo.: ADS ET Tile grid height 00 mm ANo.: ADS ET Tile grid height 5 mm ANo.: ADS ET Tile grid height 50 mm ANo.: ADS ET Tile grid height 300 mm ANo.: ADS ET Tile grid height 00 mm ANo.: ADS ET Tile grid height 500 mm ANo.: ADS ET Tile grid height 600 mm ANo.: ADS ET Components irrespective of grid heights ANo.: ADS ET A Rs subject to alterations

2 system -Clay tile -Adaptive vertical support profile (metallic) -Adaptive joint profile (metallic) -Protection against dismantling Primary substructure: aluminium T-profiles (performer's services) Primary substructure: metallic wall holders (performer's services) applied onto vertical substructure Structural overview and joint options 5 ANo. ADS v Primary substrueture is to be mounted in accordance with project-related structural analysis For variations of the joint profile see also corresponding list of components ADS ET 0, -07, -1, -17, -, -7, -3, -37, - joint profile, continuous joint 8 mm precision joint joint mm discontinuous joint profile joint 8 mm terminal profile for closing-off No protection against dismantling 5 The Adaptive System and its vertical substructure () ADS 01

3 depth dependent on insulation thickness Primary substructure (performer s services) system depth 56 (example) Clay tile facade How to install the onto vertical primary substructure ANo. ADS 100-0v Tile length = Axis measurement - x x 1.0 = 8 mm Example: Axis measurement = 50 mm Exact = = mm Note: These tiles have to be installed free from any constraint. primary substructure Thermic break Primary substructure: The determination of distances and the choice of bracket types, plugs, rivets and screws are subject to the project-related structural design according to which the performer has to proceed. Wall holders, plugs and aluminium T-profiles are part of the performer s services. - Adaptive vertical profile So do rivets / drilling screws; and they depend on static figures. - Adaptive joint profile "TONALITY " "TONALITY " and its vertical substructure () ADS 0

4 system -Clay tile -Adaptive vertical support profile (metallic) -Adaptive joint profile (metallic) -Protection against dismantling Primary substructure: aluminium L-profiles (performer's services) Primary substructure: metallic wall holders (performer's services) Primary substrueture is to be mounted in accordance with project-related structural analysis applied onto horizontal substructure Structural overview and joint options ANo. ADS h For variations of the joint profile see also corresponding list of components ADS ET 0, -07, -1, -17, -, -7, -3, -37, - joint profile, continuous joint 8 mm precision joint joint mm discontinuous joint profile joint 8 mm terminal profile for closing-off No protection against dismantling Structural overview of the Adaptive System mounted onto horizontal substructure () ADS 03

5 Clay tile facade How to install the onto horizontal primary substructure ANo. ADS 100-0h depth dependent on insulation thickness 5 7 Primary substructure (performer s services) system depth 56 (example) Tile length = Axis measurement - x x 1.0 = 8 mm Example: Axis measurement = 50 mm Exact = 50-8 = mm Note: These tiles have to be installed free from any constraint. primary substructure Thermic break Primary substructure: The determination of distances and the choice of bracket types, plugs, rivets and screws are subject to the project-related structural design according to which the performer has to proceed. Wall holders, plugs and aluminium L-profiles are part of the performer s services. Adaptive vertical profile So do rivets / drilling screws; and they depend on static figures. -Adaptive joint profile "TONALITY " "TONALITY " and its vertical substructure () ADS 0

6 Detail "A" Detail "A" Illustration of recoveries and slides relating to vertical primary substructure ANo. ADS slide face recovery Detail "B" Detail "B" slide face The number of wall holders is defined by structural design. Detail "B" With several carrier rails on top of each other, their total length and the distance between the recoveries of two adjacent rails must not exceed.80 m. Recoveries and slides relating in vertical primary substructure () ADS 05

7 Mounting pattern (vertical primary substructure) ANo. ADS 100-0/1 ADS Adaptive vertical profile ADS joint profile Mounting Pattern () ADS 05-1

8 Mounting pattern (horiz. primary substructure) ANo. ADS 100-0/ ADS Adaptive vertical profile ADS joint profile Mounting Pattern () ADS 05-3

9 dimension L (adaptive vertical support mid rail) 1 (15) displacement of the joint profile E adaptive vertical profile A * 6. protection against dismantling (3) - joint profile 1 M grid height Longitudinal dimension L of the joint profile 1 (15) * 6. L A B C B C B C B C B C B C B C B C B C B C B C B C B C B E grid height Adaptive System (ADS) Division of replacements Displacement of joint profiles carrier profiles ANo. ADS : Tile inset upside : Tile inset downward Profile length = Number of grids minus 6 mm * Thermal linear expansion requires a gap of at least 6 mm between both adjacent tiles and rails (see NTA National Technical Approval). Grid height No. of Grids / Rail Dim. L Dim. A Dim. B Dim. C Dim. E Division of Replacements 9 1 Dim. M 1 () ADS 06

10 Tile grid heights and replacement points of the Adaptive System (ADS) ANo. ADS Restoring points Intermediate sizes and bigger dimensions on request, if technically feasible. Grid height / length ratio (maximum) 150 x x x x x x x x x Tile grid heights () ADS 07

11 Structural information ANo. ADS 100- Static reference notes: 1) The client has sole responsibility for the standard safety reference note adaptive rails in relation to the project. ) Elasticity index EN AW-5083 H: E= N/mm² (compare with DIN EN ) 3) Cross-sectional values of the adaptive vertical profiles: Profile depth 17 mm 7 mm 37 mm Crosssectional area 1,7 cm²,1 cm²,5 cm² Moment of inertia l y = 0,8 cm l z = 7,97 cm l y = 1, cm l = 11,3 cm z l y = 3,13 cm l z = 1,71 cm Section modulus W yo = 0, cm³ W yu = 0,86 cm³ W yz =,66 cm³ W yo = 0,66 cm³ W yu = 1,90 cm³ W = 3,78 cm³ yz W yo = 1, cm³ W yu = 3,08 cm³ W yz =,90 cm³ 60 Diagram: Channel section z y 18 Profile depth Static reference notes ADS 08

12 For vertical section see detail ADS 06 example: - system depth 66 mm This depth equals that of CLS profiles; suitable for CLS standard profiles such as corner and end profiles. - system depth 56 mm - system depth 6 mm Illustration of system depths ANo. ADS depth depending on insulation thickness system depth system depth system depth closed joint profile (3 mm) 8 closed joint profile (3 mm) terminal profile for closing-off ILLUSTRATION OF SYSTEM DEPTHS Illustration of joint profiles ANo. ADS (~3) 7 5 system depth 56 (example) depth depending on insulation thickness open joint profile (30 mm) Due to manufacturing tolerances, the open profiles may not be flush with the tile surface. precision joint profile (3 mm) precision joint profile II (3 mm, with salient between horizontal tile joints) ILLUSTRATION OF JOINT PROFILES () ADS 10

13 Exemplary application of the wind barrier ANo. ADS 100- Scale: 1: with DIN A3 vertical wind barrier along the vertical edges of the building - sealing gasket (dwg all-06) For wind barriers, vertical external corner profiles with sealing gasket and joint profiles are compulsary. (dwg all to: ADS ET A 01) 7 - center joint profile (dwg 06) 5 - vert. support external corner rail: dwg 71 / supporting profile (dwg 07) Wind barrier as per DIN 1055 for wind loads, part Plug fastened, depends on what type of plug is approved of. According to static requirements. WIND BARRIER Radius carcass TONALITY's recommendation for the cladding of curved walls: Design for curved walls ANo. ADS Scale: 1: with DIN A3 max. inclination re to vertical profile is min. 87 r radius - Radius carcass Calculation formula: l sin r = l - max. inclination re to vertical profile is min l = length / r = outside radius of cladding a = interfacial angle Example: l = 50mm r = mm 50 sin 5150 = 5,01 a = 5,01 up to can be used choose open joint profile CURVED WALLS () ADS 11

14 clay tile external right angle corner ,5 66,5 "TONALITY " soffit clamp for external corners 0 x 66 x 66 x 0 mm Mat.: AlMg3 H mill finish Details of soffit clamp ANo. ADS scale 1: with DIN-A 0 38,5 66,5 acute angle (min. 65 ) min. 0 38,5 66,5 core borehole for cross recessed pan head,8 x 16 delivery without screws max. *135 obtuse angle (max. 135 ) * ,5 0 66,5 38,5 66,5 * = angle as per customer specification 38,5 66,5 For clay tile heights: 150 For "TONALITY " clay tile heights: ,5 tile grid (150) tile grid (5) For placing purchase orders we recommend our Order forms Delivery without screws. Manual assembly required. () ADS 1

15 66. T- profile (glazier's services) T- profile e.g. system depth 5 6 horizontal section with connector (no tile involved) Detail of clay tile fitted on top ANo. ADS intermediate inset fitting piece for tile sections with at least two restoring pins see ANo. dwg all 07 to 09 * * *Insulation is to be performed in accordance with current thermal protection guidelines insulation (glazier's services) (glazier's services) distance between restoring points in dependence with tile grid. To bear on top lug. intermediate inset fitting piece for tile sections with at least two restoring pins see ANo. dwg all 07 to fitted tile fitted tile e.g. system depth 5 journal as part of the standard carrier system ADS distance hook + >1mm ~30 grid dim. lower hook may be turned around or cut off for convencience journal as part of the standard carrier system ADS grid dim. horizontal joint spacer for tile sections with one restoring pin only see ANo. dwg all-16, necessitates glue, e.g. SikaBond T1 T- profile (glazier's services) (glazier's services) T- profile horizontal joint spacer for tile sections with one restoring pin only see ANo. dwg all-16, necessitates glue, e.g. SikaBond T1 8 8! fitted tile fitted tile grid dim. Detail of clay tile fitted beneath ANo. ADS ~30 grid dim. () ADS 13

16 slide face vertical section of fixed / floating point onto vertical substructure ANo. ADS Scale: 1: with DIN A3 T-profile 6. 1 grid height grid height recovery slide face alternative method (conform to static figures) The German National Board of Structural Engineering (BIFT) permits the use of any plugs matching project-related static design. recovery grid dim. 60/ system depth 56 TYPICAL DETAIL 1 () ADS 0

17 Vertical section of fixed / floating point onto vertical wooden primary substructure ANo. ADS scale 1: with DIN-A3 vertical section 6. 1 grid heigth grid heigth grid dim. wind barrier (performance by the building contractor) ~8 system depth 56 (66) horizontal section framework (not delivered by Creaton); in accordance with CREATON's planning grid fixation conform to statics 60 7 (37) 5 (55) 8 planning grid planning grid Minimum! TYPICAL DETAIL 1.1 () ADS 0.1

18 vertical section ~ 600 ~ 600 Holz-Rahmenkonstruktion (hierzu keine Leistung CREATON) in Absprache mit TONALITY Höhenraster primary wooden framework (not delivered by Creaton) corresponding to CREATON grid sizes wooden framework approx. 70x5 (in dependence with statics) in Abhängigkeit mit Statik und Systemtiefe (~150-50) in Abhängigkeit mit Statik und Systemtiefe (~150-50) dependent on statics and system depth (~150-50) dependent on statics and system depth (~150-50) 6. Vertical section of fixed / floating point onto horizontal wooden primary substructure ANo. ADS scale 1: with DIN-A3 ~ grid dim. Rasterhöhe Rasterhöhe wind barrier (performance by the building contractor) wooden counter battens ~ 60 ~8 system depth 6 / 56 / 66 horizontal section framework (conform to statics, performance on site) fixation conform to Befestigung statics in Absprache mit Statik fixation conform (Edelstahl) to statics (stainless steel) 60 uneingeschränkte Hinterlüftung / 5 / 55 -Fassadenziegel tile Ziegellänge length 8 Ziegellänge Achsraster Achsraster TYPICAL DETAIL 1. () ADS 0.

19 slide face vertical section of fixed / floating point onto horizontal substructure ANo. ADS Scale: 1: with DIN A3 The German National Board of Structural Engineering (BIFT) permits the use of any plugs matching project-related static design. * Lining up carrier rails (joint spring) may be effected by means of rear covered joints. recovery grid height grid height oblong hole 5x5 mm Ø 5,3 mm -joint rear cover 19x66x19x mm for all system depths see ANo.: dwg all-10 (at ADS ET A 03) horizontally aligned angle or T-profile (according to static requirements) grid dim. Primary substructure (performer's services) 60 7 (37) 5 (55) 8 system depth 56 (66) TYPICALDETAIL1.3 () ADS 1

20 incumbent on the building contractor Vertical section of roof parapet ANo. ADS Scale: 1: with DIN A3 H1 H Design in accordance with the regulations for pitched roofs: T 31 T- profile The German National Board of Structural Engineering (BIFT) permits the use of any plugs matching project-related static design. H1 External vertical lateral rails serving as cover or closing-off should overlap the top edge of either plaster or s. Building height: up to 8 m: min. 50 mm over 8 up to 0 m: min. 80 mm over 0 m: min. 100 mm grid dim. H Recommended closing-off height for roofs above ground: for pitched roof areas 5 = ~ 100 mm for pitched roof areas > 5 = ~ 50 mm above any covering or fill-up grit. fixed point T Min. drainage area of projecting covers or closing-off rails is 0 mm. TYPICAL DETAIL 3 Bottom end ANo. ADS grid dim. The German National Board of Structural Engineering (BIFT) permits the use of any plugs matching project-related static design. floating point alu T-profile perforated plate serving as protection against small animals and as Bottom wall sealing and wall insulation are not illustrated. They belong to the planner s field of responsibility. TYPICAL DETAIL () ADS

21 Horizontal section of external corner 6-60 mm alu metal sheet, thickness conform to statics (3mm) ANo. ADS External corner, 90 angle with mitre cut and vertical primary substructure 7 - vertical support external corner rail 7x 35/5/55 xmm (7) 9 (5) system depth (56) -safety movement gasket 60mm (dwg 07) TYPICAL DETAIL Horizontal section of external corner ANo. ADS alu metal sheet, thickness conform to statics (3mm) External corner, 90 angle with visible corner profile on vertical primary substructure 7 - vertical support external corner rail 7x5xmm optional 1 - external corner profile L 30 x 30 mm (dwg all-0) system depth 56 -safety movement gasket 60mm (dwg 07) - rounded external corner profile 30 x 30 mm dwg all-1 TYPICAL DETAIL 5 () ADS 3

22 Horizontal section of external corner ANo. ADS 100- system depth 56 External corner, with mitre cut and horizontal primary substructure "TONALITY "- safety movement gasket dwg 07 7 "TONALITY "- vertical support external corner rail 5x7x 7 5 system depth 56 TYPICAL DETAIL 6 Horizontal section of external corner ANo. ADS system depth 56 "TONALITY "- safety movement gasket dwg 07 7 "TONALITY "- vertical support external corner rail 5x7x 7 5 system depth 56 External corner, angular sealing on horizontal primary substructure "TONALITY "- centre joint profile (gasket, dwg 06) - angular sealing profile, 5 7 x 6 (dwg all-06) TYPICAL DETAIL 7 () ADS

23 Horizontal section of internal corner ANo. ADS ADS vertical mid rail (system depth 6/56/66 ) Internal corner 90 system depth (56) - adaptive end lug 56x5 9 (7) (5) 8 TYPICAL DETAIL 8 Horizontal section expansion joint 9 (7) (5) A (5) Construction expension joint ANo. ADS depth depending on insulation thickness * sheet metal one side fixed (coated) * - closing-off profile (7 x 30 x 5) dwg 719 / 718 tolerance A T-profile * system depth sheet metal * (5x30x55),5,5 > A (30) NEED SOLUTION () ADS 5

24 Survey of window details ANo. ADS Scale: 1:5 with DIN A3 vertical details (top) "11.x" horizontal details "9.x" vertical details (bottom) "10.x" Horizontal section of window mounted on vertical primary substructure belongs to the building contractor's field of responsibility * *Insulation is to be performed in accordance with current thermal protection guidelines ANo. ADS conform to TONALITY-GmbH s figures, indices and statics 60 (7) 9 - ADS vertical mid rail (5) system depth (56) optionally see also page ADS 3 (with Neoprene gasket) - safety movement gasket 60mm (dwg 07) TYPICAL DETAIL "9.1" of ANo. ADS () ADS

25 Vertical section of window lintel junction 7 ANo. ADS * T- profile conform to TONALITY-GmbH s figures, indices and statics! grid (glazier's services) TYPICAL DETAIL "11.1" of ANo. ADS Vertical section of window cornice steelplate junction ANo. ADS *Insulation is to be performed in accordance with current thermal protection guidelines insulation (glazier's services) (glazier's services) * conform to TONALITY-GmbH s figures, indices and statics grid T- profile TYPICAL DETAIL "10.1" of ANo. ADS () ADS 7

26 ( improvement ) insulation (glazier's services) *Insulation is to be performed in accordance with current thermal protection guidelines Horizontal section of window with deep soffit ANo. ADS reveal / lintel profile (0mm) * alu metal sheet, thickness conform to statics (3mm) - safety movement gasket dwg 07 7 "TONALITY "- vertical support external corner rail 5x7x 7 5 system depth 56 External corner, 90 angle with mitre cut and vertical primary substructure TYPICAL DETAIL "9.3" of ANo. ADS *Insulation is to be performed in accordance with current thermal protection guidelines Horizontal section of window with shallow soffit ANo. ADS * 150 mm maximum! - soffit clamp - reveal / lintel profile (100mm) alu metal sheet, thickness conform to statics (3mm) - adaptive end lug 56x5 - ADS vertical mid rail 5 system depth 56 External corner, 90 angle with mitre cut and vertical primary substructure With small soffit tiles, it is recommended to pre-assemble the corner by using -soffit clamps. see page: ADS 1 TYPICAL DETAIL "9." of ANo. ADS () ADS 8

27 *Insulation is to be performed in accordance with current thermal protection guidelines T- profile Vertical section of lintel soffit with clay tile ANo. ADS *! -Classic grid height tile fit tile may have to be cut here - reveal / lintel profile (100mm) (or BAS vertical support clinch rail) 0-3mm grid grid height ADS /. TYPICAL DETAIL "11.3" of ANo. ADS * min. travel 10 mm Vertical sections Alternative soffit application ANo. ADS grid tile fit optional Version 3 rear side installation 6 Version staggered tiles Version 1 flush tiles grid grid () ADS 9

28 Vertical section window sill by clay tile >only in natural colored< protection against dismantling (sealing) ANo. ADS reveal / lintel profile end rail (0x0x0mm) ADS /. horizontal installed clay tile (continuous) (glazier's services) 8 (180) 17 -Clay tile acade Vertical section window sill by clay tile (with glazed surface) ANo. ADS T-profile ~3 Tolerance TYPICAL DETAIL "10." of ANo. ADS protection against dismantling (sealing) 10 - reveal / lintel profile end rail (0x0x0mm) horizontal installed clay tile (continuous) (glazier's services) 1 (180) 15 for example: Alu-T-profile, coated in color of tile (6) ~8 T-profile () ADS 30

29 Please adhere to the distance between socket and facade! belongs to the building contractor's field of responsibility (building contractor's services) Al T-profile overhang dependent on static parameter of profile -Classic Vertical section of window with sunscreen lintel junction ANo. ADS grid height (glazier's services) perforated plate cover serving as protection against insects, designed glazier's services 8 grid TYPICAL DETAIL "11." of ANo. ADS Horizontal section of window with horizontal primary substructure belongs to the building contractor's field of responsibility * *Insulation is to be performed in accordance with current thermal protection guidelines ANo. ADS conform to CREATON s figures, indices and statics 60 - ADS vertical mid rail (7) 9 (5) system depth (56) - safety movement gasket 60mm (dwg 07) TYPICAL DETAIL "9." of ANo. ADS () ADS 31

30 * belongs to the building contractor's field of responsibility Horizontal section: transition from clay tile to window soffit with neoprene centre joint profile (horizontal primary substructure) ANo. ADS *Insulation is to be performed in accordance with current thermal protection guidelines - closing-off profile (7 x 30 x 5) system depth "TONALITY "- centre joint profile, dwg 06 TYPICAL DETAIL "9.5" of ANo. ADS Horizontal section: transition from clay tile to thermal insulation composite system with neoprene centre joint profile (horizontal primary substructure) ANo. ADS closing-off profile (7 x 30 x 5) thermal insulation composite system, performance on site system depth 56 8 "TONALITY "- centre joint profile, dwg 06 TYPICAL DETAIL 1 () ADS 3