Kestrel Aluminium Systems Limited. Product Manual Section 6 Low Rise Curtain Walling. Manual Version

Transcription

1 Limited Product Manual Section 6 Manual Version

2 Section 6.01 Product specification sheet 1 Product Specification sheet 1 Product Specification sheet 1 Product Specification (Thermal) Section 6 Contents Section 6.02 Design guidance sheet 1 Design guidance sheet 2 Design guidance sheet 1 Design guidance Single span mullion application sheet 1 Design guidance Multi span mullion application sheet 1 Design guidance Deflection and elastic bending stress formulae sheet 1 Section properties sheet 2 Section properties Section 6.03 Section identification sheet 1 Section identification Open boxes and plates sheet 1 Section identification Transoms sheet 1 Section identification mm section and insert sheet 1 Section identification Inserts and shear blocks, 75mm, 100mm and 125mm sheet 1 Section identification External caps, perimeter infills and SG adapter sheet 1 Section identification Glazing accessories and zone seal block sheet 1 Section identification Fixing bracket sheet 1 Section identification Serrated plates sheet 1 Section identification Fixings Section 6.04 Glazing options sheet 1 Glazing options 6-6.4mm, 8.8mm and mm (Single Glazed) sheet 1 Glazing options 24mm and 28mm (Double Glazed) Section 6.05 Typical arrangements sheet 1 Typical arrangements 6-6.4mm glass SG sheet 1 Typical arrangements 8.8mm glass SG sheet 1 Typical arrangements mm glass SG sheet 1 Typical arrangements 24mm glass DG sheet 1 Typical arrangements 28mm glass DG Section 6.06 Detail Drawings sheet 1 Detail drawings AFT door into curtain wall sheet 2 Detail drawings Thermally broken AFT door into curtain wall sheet 1 Detail drawings Auto sliding door into curtain wall sheet 1 Detail drawings Auto swing door into curtain wall sheet 1 Detail drawings 60mm casement window into curtain wall sheet 1 Detail drawings Parallel window into curtain wall sheet 1 Detail drawings Trickle vent into curtain wall (Glaze in type) sheet 1 Detail drawings Head and cill Direct fix sheet 2 Detail drawings Head and cill Spigot fix sheet 1 Detail drawings Typical jamb detail Sheet

3 Section 6 Contents sheet 2 Detail drawings Typical jamb detail with fixing bracket shown sheet 1 Detail drawings Typical external corner sheet 2 Detail drawings Typical external corner with KAS811/ sheet 1 Detail drawings Typical internal corner sheet 1 Detail drawings Typical intermediate tie back sheet 1 Detail drawings Typical intermediate tie back single span sheet 2 Detail drawings Typical intermediate tie back double span Section 6.07 New items sheet 1 Section properties KAS sheet 1 Section properties KAS sheet 1 Cap sections KAS854 (Bull nose) and KAS855 (Aero) and end plates sheet 2 Cap sections KAS854and KAS855 isometric details sheet 1 Thermal performance of KAS825/KAS sheet 1 Thermal performance of KAS826/KAS855 Section 6.08 New items Mullion drained sections sheet 1 Section properties KAS831 and KAS sheet 1 Cap sections KAS833 and KAS sheet 1 Thermal performance of KAS831/851 and KAS832/ sheet 1 Thermal performance of KAS832/833 Section 6.09 New items Mullion drained sections Typical details sheet 1 Typical details - KAS831/851 mullion sheet 1 Typical details - KAS832/833 transom sheet 1 Typical details - KAS832/834 transom sheet 1 Typical details Eaves detail with mitre mullion joint sheet 1 Typical details Eaves detail with separate roof element sheet 2 Typical details Eaves detail Roof only sheet 1 Typical details Cill detail Mullion drained profiles sheet 2 Typical details Alternative cill detail Mullion drained profiles sheet 1 Typical details Base fixing onto cill Mullion drained profiles sheet 2 Typical details Base fixing onto cill Mullion drained profiles Sheet

4 Product Specification Low Rise Curtain Wall The Kestrel Low Rise Curtain Wall system is an ecomomic and aesthetically pleasing solution to facade cladding. The system is suitable for use on all buildings where good thermal and weather performance is required. The range of profiles is based around 75mm, 100mm and 125mm mullion and transom designs accompanied by purpose designed ancillary items required of a high performance curtain wall system. Section performance requirements must be calculated from site conditions and all loading requirements. Please contact our technical office for advice and support regarding application. The system is desgined for pressure equalised zone drainage and this is achieved with drained and ventilated glazing rebates. The glass or panel/window infills are retained with rigid PVC pressure plates which have co-extruded weather seals. Inner seals are available in lineal form and vulcanised pre-formed corner pieces. Materials: Aluminium profiles are extruded from alloy 6060/6063 T6 complying with the recommendations of BS EN 755:1-9 Finishes: Mill finish Etched and anodised to BS 3987: 1991 ( ) - Silver AA25 or colours on request. Polyester Powder coat paint to BS EN :2004. See separate list for standard colour range available. Construction: Aluminium profiles are square cut mechanically jointed and secured using stainless steel screws driven into extruded screw splines. All joints should be sealed against water penetration. Glass, Glazing and Infil Panels: The system can accomodate 24mm and 28mm thick IGU's or composite panels and 6mm, 6.4mm, 8.8mm, 10mm and 10.8mm single glazing variations by using aluminium rebate adapters and alternative internal gasket types. PVC co-extruded pressure plate and internal EPDM glazing gaskets are extruded to BS 2782 and BS 476 part 7 and BS 4255 part 1 respectively Installation: Limited recommends that fabricators and installers are able to demonstrate competence and experience in carrying out such work. Records should be kept regarding training and other relevant experience. Installers should be CWCT trained and certified. Installation standard = CWCT - Standard and Guide to Good Practice for Curtain Walling. Please see page for comprehensive performance data Scale n/a Sheet

5 Product Specification Low Rise Curtain Wall Performance: Weather The system has been independantly tested by a UKAS certified body in accordance with the CWCT Test Method for Curtain Walling: CWCT Section 4 Air Permeability 600pa CWCT Section 5 Watertightness, Static 600pa CWCT Section 8 Wind Resistance, Servicability 10pa CWCT Section 9 Wind Resistance, Safety 22pa Copies of the test reports are available for inspection on request Performance: Thermal Profiles have been independantly modelled and assessed in accordance with BS EN ISO : The analyses assume steady state heat flow and therefore any thermal mass effect of any potential adjacent construction or building component has not been considered. The sealed unit edge spacer used in the thermal models was of the type shown in BS pren13947, with a 0.5 mm wall thickness aluminium hollow profile and 0.5 mm thick seals between the edge profile and the glass panes. The models are based on the standard low-rise curtain wall details (issue 1). The following values were used in the analyses: Internal air temperature 20 C External air temperature 0 C External surface resistance 0.04 m2k/w Internal surface resistances 0.13 & 0.20 m2k/w Airspace thermal resistances from BS (CEN) EN ISO (automatically generated by LBNL THERM) U-value of central areas of sealed units (4-16-4) 1.7 W/m2K (Pilkington published value) Thermal Conductivities (* = manufacturer's value): Aluminium Glass EPDM rubber Nitrile rubber PVC Sealed unit edge seal Silica gel desiccant 160 W/mK 1.00 W/mK 0.25 W/mK 0.16 * W/mK 0.16 * W/mK 0.19 W/mK 0.13 W/mK Continued on page Scale n/a Sheet

6 Product Specification Low Rise Curtain Wall Performance: Thermal Mullions Model Name Utotal1 (Panel) W/m2K Qtotal1 (Panel) W/mK Panel thk m U Panel W/m2K Q infill W/mK Uf* Utotal1 (IGU) W/m2K W/m2K Qtotal1 (IGU) W/mK U IGU W/m2K Q IGU W/mK g W/mK KAS801 75mm KAS804 75mm KAS mm KAS mm KAS mm KAS mm Transoms Model Name Utotal1 Qtotal1 (Panel) (Panel) W/m2K W/mK Panel thk m U Panel W/m2K Q infill W/mK Uf* W/m2K Utotal1 (IGU) W/m2K Qtotal1 (IGU) W/mK U IGU W/m2K Q IGU W/mK g W/mK KAS801 75mm KAS804 75mm KAS mm KAS mm KAS mm KAS mm NB: * the frame thermal transmittance (U-value) quoted is derived from the BS EN ISO procedure and does not include the effect of the spacer bar in the sealed unit. The spacer bar effect is accounted for by yg (linear thermal transmittance) Scale n/a Sheet

7 Design guidance Low Rise Curtain Wall System Design. As curtain walling is installed from a set of pre-fabricated components partly in the factory and finally on site, far greater care and use of trained site personnel is required over and above that for installing windows. To this end we have listed the following general guidance notes. Further reading: Centre for Window and Cladding Technology; Standard and Guide to Good Practice for Curtain Walling. British Standard publications; BS EN 13830: 2003 BS 8200: 1985 BS 8118: Part 1: BS 8118: Part 2: BS 6399: Part 2: Fabricators and installers MUST maintain accurate records of accredited training, and proof of experience regarding the fabrication and installation of curtain walling. Basic design considerations. Building tolerances and movement. The elevation containing curtain walling must be assessed and discussed at design stage as the structural opening and fixing areas will not always be plum, square and true dimensionally. Thus when designing a curtain walling screen agreement must be reached on tolerances within the building. Either by agreed dimensions or a full survey of the structural opening and fixing grounds prior to manufacture (allow sufficient time for fabrication after a site survey). The fixing points and openings may be subject to movement (designed in by the structural engineer, or due to general building settlement) these tolerances must also be taken into account during the design of a curtain walling screen. Agreement with the project architect and engineer must take place to ascertain the maximum and minimum dimensions for tolerances and movement at ALL fixing points and curtain wall perimeters during the initial design stage. All movement MUST be isolated between floors and at no time should a mullion member be fixed rigidly at all fixing points on the primary structure. Continued on sheet 2 Scale n/a Sheet

8 Design guidance Low Rise Curtain Wall Loading. Curtain wall sections are designed to carry self weight, glass weight, wind pressures and other imposed loads. A curtain wall mullion must NEVER be used as a primary structural member within the building, or have loads designed for the primary structure transferred to the curtain wall grid. Hung Condition. A hung curtain walling is based upon the top section of the lower mullion being fixed via fixing brackets back to a suitable structural fixing point. This fixing carries all dead loads, wind loads and all other associated loading back to the structure. The bottom of the hung mullion is located in position by either a sleeve welded to a base plate or in multi-storey situations by a sleeve within the top of the hung mullion. This detail allows for vertical movement and in no circumstances should the mullion section be fixed to the sleeve. Prop Condition. A propped curtain walling is based upon the bottom of the mullion carrying all the loads either direct to structure at cill or in multi-storey situations by a bracket back to suitable fixing points. The top of the bottom mullion is located in position by a sleeve. The head of the lower mullion has no mechanical fixings to mullion or sleeve. The head of the mullion carries no dead loads it only transfers wind/imposed loads to fixing detail. This detail allows for vertical movement and in no circumstances should the mullion section be fixed to the sleeve. Section performance requirements must be calculated from site conditions and all loading requirements. Please contact our technical office for advice and support regarding application. Fixing points. Fixing points for curtain walling must be sufficient to carry the weight of the screen plus and other imposed loads. Do not fix to cold rolled sections i.e. sheeting rails / purlins etc. fixing to concrete floor slabs and hot rolled sections are recommended. Agree with the project architect and engineer the method of fixing (hung or propped) and cost effective fixing options at head, cill and intermediate levels as necessary at design stage. These faces should be a set close to the rear of the curtain wall main box sections. It is advised that a nominal distance of 25-30mm is allowed between structural fixing and the back of the mullion to minimise the cantilever effect thus saving on the size of bracket required. Important note: If at any time you have any queries regarding the Kestrel Low Rise Curtain Wall system please contact the Technical Department. Prior to any installation on site it is advised that the structural fixing points and all fixing details have been issued to and approved by either the contract Architect or contract structural engineer. It is also advised that full working drawings are prepared and approved by the contract Architect prior to commencement of the installation on site. Prior to the installation of the curtain wall grid it is advised that a check of the structural opening is carried out. Scale n/a Sheet

9 Single Span Mullion Applications Advantages Can be used for multi storey applications of upto 20 Metres Restrictions The span capabilities of the mullion profiles. Transportation to site and ease of handling. Site access. Recommendations Designs must accomodate thermal and structural movement. Consult a structural engineer if there is any doubt regarding the application. Do not exceed the capabilities of the system. Design guidance Abbreviations DL - Dead Load Weight of the Curtain wall imposed upon the Structure, Curtain Wall and Structural Fixings WL - Wind Load Positive and Negative Wind Load Imposed upon the Glazed Curtain Wall and Transfered to the Curtain Wall and Structural Fixings LL - Live Load Variable Movement of the Structure through Loading and/or Thermal Movement Coping Design to Customers Detail Keep Any Cantilever to a Minimum. Mullion Centres WL-DL DL & WL.. Spandrel Spandrel Mullion Single Span Mullion Single Span Mullion Length 4mm Movement Joint Mullion Length Combined Mullion Length. Spandrel. Transom Centres Vision Vision Vision Spandrel Spandrel Spandrel Vision Vision Vision Spandrel Spandrel Spandrel LL-WL Vertical Section Thro. Part Elevation Unglazed Part Elevation Glazed Scale n/a Sheet

10 Multi Span Mullion Applications Advantages In some instances can be used to slightly increase the span capability of mullions where a single span capability with the same mullion would be exceeded. Restrictions The available length of the mullion profiles. The span capabilities of the mullion profiles. Transportation to site and ease of handling Site access. Spans between fixings must be of equal length Recommendations Designs must accomodate thermal and structural movement. Consult a structural engineer if thier is any doubt regarding the application. Do not exceed the capabilities of the system. Coping Design to Customers Detail Keep Cantilever to a minimum Design guidance Abbreviations DL - Dead Load Weight of the Curtain wall imposed upon the Structure, Curtain Wall and Structural Fixings WL - Wind Load Positive and Negative Wind Load Imposed upon the Glazed Curtain Wall and Transfered to the Curtain Wall and Structural Fixings LL - Live Load Variable Movement of the Structure through Loading and/or Thermal Movement. Mullion Centres.. Spandrel Spandrel Spandrel WL-LL WL-LL Span Inbetween Fixing Points Span Inbetween Fixing Points Mullion Length.. Transom Centres. Vision Vision Vision Spandrel Spandrel Spandrel Vision Vision Vision Spandrel Spandrel Spandrel DL-WL Vertical Section Thro. Part Elevation Unglazed Part Elevation Glazed Scale n/a Sheet

11 Design guidance Deflection & elastic bending stress formulae generally: F = deflection Wp = wind pressure Q = load E = Youngs modulus of material I = second moment of area section Z = elastic modulus of section = I/y where y is the largest distance from neutral axis to edge of section ST = elastic bending stress Simply supported rectangular load (mullion wind load) L = mullion span Equation [1] 3 F = (5 x Q x L ) / (384 x E x I) Equation [2] ST = (Q x L) / (8 x Z) Continuous (double span of 2 equal spans) beam (mullion wind load) L = mullion span (1 span only) Q = load on 1 span Equation [3] F = (Q x L 3 ) / (185 x E x I) Equation [4] ST = (Q x L) / (8 x Z) Simply supported trapezoidal load (transom wind load) L = transom span B = load area height N = B/L (if B > L then N = 1 & L = B) Equation [5] Equation [6] 4 { (5 x Q x L ) x (1 - (N /5)) 2 2 ST = { Q x L x (3 - N 2 ) } / { 24 x (L - (B/2)) x Z } 2 } / { 384 x E x I x (L - (B/2)) } Simply supported by 2 point loads each at 1mm from ends (transom dead load) Q1 = each separate point load Equation [7] F = { Q1 x ((3 x L2^) ) } / { 160 x E x I) Equation [8] ST = (0.15 x Q1) / Z Scale n/a Sheet

12 Section Properties Profile Type Ixx (cm 4 ) Zxx (cm 3 ) Iyy (cm 4 ) Zyy (cm 3 ) KAS801 x y y 75mm x KAS802 x y x y 75mm KAS803 x y y 75mm x KAS804 x y y 75mm x KAS811 x y y 100mm x KAS812 x y x y 100mm KAS813 x y y 100mm x KAS814 x y y 100mm x KAS821 y x y 125mm x KAS822 x y x y 125mm KAS823 x y y 125mm x KAS824 x y y 125mm x Scale n/a Sheet

13 Profile KAS805 x y y Type Ixx (cm 4 ) Zxx (cm 3 ) Section Properties Iyy (cm 4 ) mm Zyy (cm 3 ) 8.53 x KAS806 y x y mm x KAS852 KAS853 KAS856 KAS857 KAS858 KAS859 KAS866 BLACK PVC EXTRUSION (M) KAS862 (T) BLACK Co-Extruded PVC EXTRUSION use on mullions - fixing holes pre-punched KAS862 use on transoms - fixing/drain holes pre-punched Scale n/a Sheet

14 75 Section identification - Open boxes and plates No10 No10 No12 KAS801 75mm Mullion KAS802 75mm Plate No10 No10 No12 KAS mm Mullion KAS mm Plate No10 No10 No12 KAS mm Mullion KAS mm Plate Scale Sheet

15 Section identification - Transoms No10 No10 No12 KAS804 75mm Transom No10 No10 No12 KAS mm Transom No10 No10 No12 KAS mm Transom Scale Sheet

16 Section identification - mm section and insert No10 KAS805 mm Transom KAS806 mm insert Scale Sheet

17 Section identification - inserts and shear blocks 75mm, 100mm, 125mm Ø 6 20 KAS803 75mm Mullion/Transom Insert KAS870D 75mm Shear Block Cut and Drilled Ø 6 20 KAS mm Mullion/Transom Insert KAS871D 100mm Shear Block Cut and Drilled Ø 6 20 KAS mm Mullion/Transom Insert KAS872D 125mm Shear Block Cut and Drilled Scale Sheet

18 Section identification - External caps, perimeter infills, SG adapter Mullion Clip On Cover Plate KAS852 Transom Clip On Cover Plate KAS853 Sloped Transom Clip On Cover Plate KAS856 Aluminium Perimeter Infil (Use where VISIBLE) KAS859 Single Glaze Adaptor KAS866 Black PVC Perimeter Infil Scale Sheet

19 Section identification - Glazing accessories and zone seal block Co- Extruded Pressure Plate Pre Punched Fixing Holes (Use on mullions) KAS863 EPDM Inner Gasket suits 6/6.4mm Glass and 24mm Units KAS862 Co- Extruded Pressure Plate Pre Punched Fixing Holes and Drainage Slots (Use on transoms) KAS863C 10 KAS864 Suits 8.8mm Glass KAS865C KAS865 EPDM Inner Gasket suits 10/10.8mm Glass and 28mm Units Vulcanised gasket corners are 300mm x 300mm 12 5 KAS868 Setting Block for Single Glass 30 KAS869 Setting Block for Double Glass 5 KAS867 Black Polyetylene Zone Sealing Blocks Scale Sheet

20 Slot Ctrs. Section identification - Fixing bracket Use with KAS875A and KAS 876A Serrated Plates to Slot Ctr KAS877A Slots to suit M8 Bolts KAS877B Slots to suit M10 Bolts Use with KAS875B and KAS 876B Serrated Plates KAS877C Slots to suit M12 Bolts Use with KAS875C and KAS 876C Serrated Plates Also Available in Bar Length Ref. KAS M Long Scale 1.1 & Sheet

21 Section identification - Serrated plates Use with KAS877A Tie Back Bracket KAS875A Hole to suit M8 Bolt KAS875B Hole to suit M10 Bolt Use with KAS877B Tie Back Bracket KAS875C Hole to suit M12 Bolt Use with KAS877C Tie Back Bracket KAS876A Hole to suit M8 Bolt KAS876B Hole to suit M10 Bolt KAS876C Hole to suit M12 Bolt Use with KAS877A Use with KAS877B Use with KAS877C Tie Back Bracket Tie Back Bracket Tie Back Bracket Also Available in Bar Length Ref. KAS M Long Scale Sheet

22 Section identification - Fixings KAS881 Csk Head Fixing Screw Transom to Shear Block KAS882 Pozi Pan Head Fixing Screw for Mullion to Transom Fixing KAS883 Hexagon Washered Fixing Screw for Pressure Caps KAS884 Hexagon Head Fixing Screw for 80mm Serrated Plates KAS885 Magnetic Hexagon Socket Driver to suit KAS883 Fixing Screws KAS886 Pozi Csk. Head Fixing Screw for Mullion to Transom Fixing where KAS803, 813 and 823 bypass transom positions M6 M6 KAS889.M06 M6 x 100 Hexagon Bolt, Nut and Washers Straight thro.shear Block Fixing M8 M8 KAS889.M08 M8 x 100 Hexagon Bolt, Nut and Washers Cat. 1 Mullion Bracket Fixing M10 M10 KAS889.M10 M10 x 100 Hexagon Bolt, Nut and Washers Cat 2. Mulliion Bracket Fixing M12 M12 KAS889.M12 M12 x 100 Hexagon Bolt, Nut and Washers Cat 3. Mullion Bracket Fixing Scale Sheet

23 Glazing options - Single glazed variations Clip Fit Adaptor Profile KAS863 EPDM Gasket KAS859 6/6.4mm Single Glass Vertical Pressure Plate Clip Fit Adaptor Profile KAS864 EPDM Gasket KAS mm Single Glass Vertical Pressure Plate Clip Fit Adaptor Profile KAS865 EPDM Gasket KAS859 10/10.8mm Single Glass Vertical Pressure Plate Scale Sheet

24 Glazing options - Double glazed variations KAS863 EPDM Gasket 24mm Double Glass Vertical Pressure Plate Vertical Clip on Cap KAS865 EPDM Gasket 28mm Double Glass Vertical Pressure Plate Vertical Clip on Cap Scale Sheet

25 Typical arrangements - 6/6.4mm glass KAS824 KAS KAS KAS KAS802 KAS801 KAS812 KAS822 KAS859 KAS811 KAS Clip Fit Adaptor Profile KAS863 EPDM Gasket KAS KAS883 Hexagon Head Screw Vertical Pressure Plate Vertical Clip on Cap Scale Sheet

26 Typical arrangements - 8.8mm glass 125 KAS KAS KAS KAS KAS802 KAS801 KAS812 KAS822 KAS859 KAS811 KAS Clip Fit Adaptor Profile KAS864 EPDM Gasket KAS KAS883 Hexagon Head Screw Vertical Pressure Plate Vertical Clip on Cap Scale Sheet

27 Typical arrangements - 10/10.8mm glass 125 KAS KAS814 KAS KAS KAS802 KAS801 KAS812 KAS822 KAS859 KAS811 KAS Clip Fit Adaptor Profile KAS865 EPDM Gasket KAS KAS883 Hexagon Head Screw Vertical Pressure Plate Vertical Clip on Cap Scale Sheet

28 Typical arrangements - 24mm IGU's KAS824 KAS814 KAS KAS853 KAS863 EPDM Gasket KAS883 Hexagon Head Screw KAS802 KAS812 KAS801 KAS KAS822 KAS Vertical Pressure Plate Vertical Clip on Cap Scale Sheet

29 Typical arrangements - 28mm IGU's KAS824 KAS814 KAS KAS KAS802 KAS801 KAS812 KAS KAS822 KAS KAS865 EPDM Gasket KAS883 Hexagon Head Screw 52 Vertical Pressure Plate Vertical Clip on Cap Scale Sheet

30 Detail Drawings - AFT door into curtain wall KAS814 KAS853 No10 No10 B KAS856 A KAS25 Transom Closer Bracket B KAS24 KAS12 C Typical Elevation - Scale 1: 100 Door Stile Height KAS812 KAS KAS811 KAS26 KAS27 M10 C KAS856 A Outside Outside Scale Sheet

31 Detail Drawings - Thermally broken AFT door into curtain wall KAS814 KAS853 No10 No10 B KAS856 A KAS756 B KAS757 KAS219 Typical Elevation - Scale 1: KAS812 4 C KAS762 KAS KAS811 Anti-finger trap profile. KAS752 Anti-finger trap single action, open out, stile shown (KAS753) with double action stile (KAS752) shown dashed. 100 KAS480A KAS631 KAS467 KAS753 KAS856 KAS751 KAS480A KAS768 KAS KAS722 A Outside Scale Sheet

32 Detail Drawings - Auto sliding door into curtain wall KAS80 KAS KAS812 KAS811 KAS22 130mm Panel Height KAS811 Insulated Infil Panel KAS812 KAS856 KAS852 C A KAS84 B KAS28 KAS29 Meeting Stile in C KAS13 D A B KAS KAS87 D Typical Elevation - Scale 1: Scale Sheet

33 Detail Drawings - Auto swing door into curtain wall A No10 No KAS93 Typical Auto Unit KAS814 KAS80 KAS KAS24 KAS77 KAS 77 used to allow easier fitting of operating arm A Door opens IN Scale Sheet

34 Detail Drawings - 60mm casement window into curtain wall A A KAS805 KAS853 KAS812 B C Typical Elevation - Scale 1: NB: Window profile KAS628 has a 28mm glaze in edge KAS628 KAS811 KAS662 C KAS635 KAS KAS635 KAS635 KAS628 KAS662 KAS668 KAS668 KAS662 KAS628 KAS Outside KAS668 B Outside Scale Sheet

35 Detail Drawings - Parallel window into curtain wall A A KAS805 KAS853 Typical Elevation - Scale 1: KAS812 B C NB: Window profile KAS628 has a 28mm glaze in edge KAS628 KAS811 KAS693 C KAS691 KAS694 KAS KAS693 KAS694 KAS694 KAS693 KAS628 KAS691 KAS691 KAS628 KAS Outside B Outside Scale Sheet

36 Detail Drawings - Trickle vent into curtain wall Fixed light KAS805 KAS853 KAS806 * Glass deduction will vary! Glaze-in Trickle Vent Typical arrangement shown. Glass height deductions will vary by manufacturer - always check! * 24mm glaze-in edge shown 28mm may also be available, check with manufacturer. 24 Scale Sheet

37 Detail Drawings - Head and cill - Direct fix KAS KAS866 KAS852 KAS Outside Vertical Sections KAS801 M8 KAS866 Anchor bolt fixing into suitable structural grounds M8 KAS801 KAS802 M8 Plan Sections Scale Sheet

38 Detail Drawings - Head and cill - Spigot fix KAS852 KAS804 Vertical Sections KAS801 KAS804 KAS853 The nose of the mullion to be cut back at the bottom 20mm to allow the cill to run through. M8 Insulate this Area Isolator Vapour Barrier Purpose Made Cill Member Purpose Made Base Plate with Shear Block Insert M8 M6 M All internal finishes by others Anchor bolt fixing into suitable structural grounds Outside M8 Plan Sections Scale Sheet

39 Detail Drawings - Typical jamb detail KAS866 KAS859 6/6.4 KAS866 KAS KAS802 KAS801 KAS866 KAS859 10/10.8 KAS KAS863 EPDM Gasket 52 KAS883 Hexagon Head Screw Vertical Pressure Plate Vertical Clip on Cap KAS Tremco FA600 Low Modulas Architectural Grade Silicone Sealant Polyethylene Backer Rod (Sealant Saver) KAS When Stacking Curtain Wall Modules Horizontally into a Revealed Structural Opening it is Advised to Allow a Minimum Overall Width Tolerance of 20mm Scale 1.1 & Sheet

40 Detail Drawings - Typical jamb detail with fixing bracket shown 175 This Tie Back is Intended to Resist Wind Load and Accomodate Vertical Live Load and Thermal Movements. Once the Mullions are Aligned and Levelled the Fixing Bolt Should be Tightened to Ensure that the Serrations are Engaged but the Bracket Legs are not De-formed to the Extent that they Restrict the Vertical Movement of the Mullion. 82 KAS858 (bracket) KAS857 (serrated plate) Intermediate Mullion Nominal 20mm Outside Fixing to Structure 30 M10 x 40 Hexagon Head Bolt Modified with a Slot for Tightening Purposes, Including Nut and Washers Modified Serrated Fixing Bracket Factory Fixed to the Mullion (use the offcut for the opposite hand bracket) KAS866 24mm thick Double Glass Sealed Units Jamb Mullion 10mm Minimum Outside The Structure Should be Checked for Verticality and Width Variations Before Tolerances are Finalised Scale Sheet

41 Detail Drawings - Typical external corner KAS812 External Corner KAS812 KAS811 KAS x 76 x 6.4 Angle Brackets with Spreader Plates and Hexagon Nuts and Bolts to Secure the Secure Corner Mullions Together Purpose Made Pressed Aluminium Insulated Corner Cladding Panel Mitre the Corner Transom and Weld or Plate Together before Fixing to the Mullion Profiles Scale Sheet

42 Detail Drawings - Typical external corner KAS811 & KAS KAS812 KAS811 KAS Backmarks required for 5mm Ø clear holes to allow 4.8 (No.10) pan head self tapping screw to pass 25 KAS811 No mm Ø pilot hole into KAS805 KAS mm Ø clear hole to allow head of 4.8 x self tapping screw to pass This frame to be constructed to include the KAS811 and KAS805 mullion profile combination at the corner junction Purpose Made Pressed Aluminium Insulated Corner Cladding Panel This Frame is separate with the KAS 812 Plate to the interfacing jamb External Corner This construction is not suitable for height stacked frames and Kestrel recommend that any other application should be checked by a structural engineer Scale Sheet

43 Detail Drawings - Typical internal corner 175 KAS812 KAS811 Internal Corner Purpose Made Pressed Aluminium Insulated Corner Cladding Panel KAS811 KAS Scale Sheet

44 Detail Drawings - Typical intermediate tie back Adjustment Possibilities with this Bracket Arrangement are:- +/- 12mm Mullion/Transom Nom. 52mm +/- 12mm min 8mm max 34mm KAS884 Hexagon Head Fixing Screws Applied to Dead Fix Aligned and Levelled Framework 28 M6 HALFEN 28/15 M12 M12 KAS875 KAS889 Hexagon Bolts and Nuts with Washers Bolt Diameter to Suit Application Requirements KAS876 Outside 24 KAS877 M12 M12 KAS875 KAS876 Lateral +/-8mm with Anchor Bolts increasing when used with Cast in Insert Channels +/- 8mm 24 Outside Scale Sheet

45 Detail Drawings - Typical intermediate tie back - Single span Using the Standard Deductions to Calculate Glass or Panel Sizes, a 15mm All-round Edge Cover is Achieved Using this Criteria the Maximum Permissible Joint Size between two mullions is 4mm. min 8mm max 34mm To Increase the Joint Size Allowing for Greater Thermal or Structural Movement the Edge Cover to the Underside of the Transom Above a Joint Can be Reduced by 5mm to give 9mm Joint Size 4 At the Joint Positions the Rebate Face of the Mullion the Mullion Nose, and the Face Width of the Pressure KAS877 Cap Must Be Sealed with Tremco SB660 butyl in order to Avoid Water Penetration (Hatched Area Also) M6 100 KAS875 M12 The Joint Sleeve is Illustrated by the Broken Lines (Length to Suit Structural Requirements) The Jointing Position of the Pressure Cap and the Outer Cover Cap should be Offset as Illustrated The Designed Joint Size between Mullions Should also be used for the Pressure Cap and Cover Cap M12 KAS KAS877 KAS813 M12 M12 KAS875 KAS876 Outside 24 Outside 24 Scale Sheet

46 Detail Drawings - Typical intermediate tie back - Double span Adjustment Possibilities with this Bracket Arrangement are:- +/- 12mm Structural/Thermal Movement Possibilities with this Bracket Arrangement are:- Mullion/Transom Nom. 52mm +/- 12mm KAS875 KAS877 HALFEN 28/15 25 KAS889 Hexagon Bolts and Nuts with Washers Bolt Diameter to Suit Application Requirements 28 KAS875 min 8mm max 34mm Outside 24 KAS877 KAS875 This Tie Back is Intended to Resist Wind Load and Accomodate Vertical Live Load and Thermal Movements. Once the Mullions are Aligned and Levelled the Fixing Bolt Should be Tightened to Ensure that the Serrations are Engaged but the Bracket Legs are not De-formed to the Extent that they Restrict the Vertical Movement of the Mullion. Outside 24 Lateral +/-8mm with Anchor Bolts increasing when used with Cast in Insert Channels +/- 8mm Scale Sheet

47 Section Properties KAS825 Section Properties: KAS825 Ixx = cm4 Iyy = cm4 Zxx = cm3 Zyy = cm3 KAS823 (Sleeve profile) Ixx = cm4 Iyy = cm Scale Sheet

48 Section Properties KAS826 Section Properties: KAS826 Ixx = cm4 Iyy = cm4 Zxx = cm3 Zyy = cm3 KAS823 (Sleeve profile) Ixx = cm4 Iyy = cm Scale 1.1 Sheet

49 Cap sections KAS854 & KAS855 Typical mullion KAS852 transom cap KAS KAS854 KAS end plate KAS854 Bull nose cap Typical mullion KAS852 transom cap KAS855 KAS883 KAS end plate KAS855 Aero cap Use No.8 fixings in cap screw ports Scale 1.1 Sheet

50 Cap sections KAS854 & KAS855 KAS854 Bull nose cap KAS855 Aero cap Sheet

51 Thermal performance - KAS825/854 Section Properties (Thermal) : KAS825/KAS854 Uf = 3.61 W/m2K Ψg = IGU centre pane U value 28mm glazing thickness (panel = W/m2K) Scale 1.1 Sheet

52 Thermal performance - KAS826/855 KAS826 part omitted for clarity Section Properties (Thermal) : KAS826/KAS855 Uf = 3.68 W/m2K Ψg = IGU centre pane U value 28mm glazing thickness (panel = W/m2K) Scale 1.1 Sheet

53 Section Properties KAS831 & KAS832 Section Properties: KAS831 Ixx = cm4 Iyy = cm4 Zxx = cm3 Zyy = cm3 KAS803 (Sleeve profile) 100 Ixx = cm4 Zxx = cm3 Section KAS831 is a mullion drained profile - KAS832 purlin to be used horizontally on sloped applications mm corner radii Section Properties: KAS Ixx = cm4 Iyy = 7.42 cm4 Zxx = cm3 Zyy = cm3 Scale Sheet

54 Cap sections KAS833 & KAS834 KAS833 Roof cap <45 57 KAS192 Silicone seal here if required KAS860 No12 x 22mm philips csk KAS832 Purlin KAS834 Roof cap >45 Silicone seal here if required 61 KAS862 KAS KAS832 Purlin Scale 1.1 Sheet

55 Thermal performance - KAS831/851, KAS832/834 Section Properties (Thermal) : KAS831/ Uf = 3.99 W/m2K Ψg = IGU centre pane U value 28mm glazing thickness (panel = W/m2K) Section Properties (Thermal) : KAS832/KAS834 Uf = 3.34 W/m2K Ψg = IGU centre pane U value 28mm glazing thickness (panel = W/m2K) Scale 1.1 Sheet

56 Thermal performance - KAS832/833 Section Properties (Thermal) : KAS832/KAS833 Uf = 6.14 W/m2K Ψg = IGU centre pane U value 28mm glazing thickness (panel = W/m2K) Application of U-values for sloped glazing situations; AD L1A, L1B, L2A, L2B Tables indicating limiting U-values Note 2: The U-values for roof windows and rooflights in this table are based on the U-value having been assessed with the roof window or rooflight in the vertical position. If a particular unit has been assessed in a plane other than the vertical, the standards given in this Approved Document should be modified by making an adjustment that is dependant on the slope of the unit following the guidance given in BR 443. Inclination of roof 70 or more (vertical) <70 and >60 <60 and >40 <40 and >20 <20 (horizontal) U-value adjustment (W/m2K) Twin skin or double glazed Triple skin or triple glazed Scale 1.1 Sheet

57 Typical details - KAS831/851 mullion KAS No. 8 x 9.5mm pan hd S/S screw 16 KAS832 'Wet Zone' KAS883 KAS852 Typical Mullion Section Important notes - sealing the mullion and transom 'wet zone' mm wide x 1.2mm PB Ali tape bonded to u/side of mullion drainage zone and eaves type mitre joints onto water channels Bed mullions ends on SB660 butyl seal - and ensure fully watertight (See sheet 1 and 2 and sheet 1) Use FA600 to fully seal underside of transom KAS832 into KAS831 mullion side cut out Scale 1.1 Sheet

58 Typical details - KAS832/833 transom Silicone seal here if required KAS192 KAS860 cap KAS832 Purlin 100 KAS831 mullion Scale 1.1 Sheet

59 Typical details - KAS832/834 transom Silicone seal here if required KAS862 KAS883 cap 100 KAS831 mullion Scale 1.1 Sheet

60 Typical eaves details - mitre mullion joint KAS832 Purlin Pressed up cap bracket (3mm) Panel cap Suitable structural support required at eaves level with correctly detailed fixing brackets and fixings. M KAS803 corner joint insert Weld and use bespoke angle plates to reinforce KAS831 mullion 100 Scale 1.2 Sheet

61 M6 Typical eaves details - separate roof element 30 Suitable structural support required at eaves level with correctly detailed fixing brackets and fixings. KAS832 Purlin KAS339a Panel Compriband seal Sloping mullion notched to allow pressing to run continuously M10 End stop KAS831 mullion Pressed up gutter bracket (3mm) M10 Pressed up eaves trim (insulated) Mullion nose stops here 20 Rain water goods by others Standard Transom drained profiles Scale 1.2 Sheet

62 Typical eaves details - roof only 30 Typical external roof/canopy - single glazed KAS859 KAS831 mullion Suitable structural support required at eaves level with correctly detailed fixing brackets and fixings. KAS end plate 52 KAS end plate in 3mm aluminium plate No 10 No No 10 No Scale 1.2 Sheet

63 52 Typical cill detail - Mullion drained profiles 100 KAS 832 1/2" cill board by others - notch around mullion required 30 KAS 866 M8 Base fixing concealed 5 Packing shims as necessary 15 KAS 68 cill 10 DPC 16 1/2" cill board by others - notch around mullion required KAS 831 KAS Scale 1.2 Sheet

64 52 Alternative cill detail - Mullion drained profiles 100 3" x 2" x 1/8" aluminium channel KAS /2" cill board by others - No notch around mullion required 30 KAS 866 M8 Base fixing concealed 5 Packing shims as necessary 15 KAS 68 cill 10 DPC /2" cill board by others - No notch around mullion required KAS 831 KAS Scale 1.2 Sheet

65 Base fixing onto cill - Mullion drained profiles * Preparation of drilled holes for main fixings * KAS803 ø10* mm centres for main fixings can increase if required for ease of fixing and as required by fixing type/specification. M6 M6 Ø8 * * KAS 68 cill See note above regarding fixing centres KAS 68 cill M8 Compriband 600 (10/3-7) x 30 Ali-tape PB (1.2mm) M6 M6 100 See note above regarding fixing centres 30 SB660 butyl seals M8 If hung fixing condition, run Compriband 600 (10/3-7) as continuous run under mullion and Ali tape PB also Preparation for sealing the under side of mullion 'wet zone' KAS 832 KAS 68 cill PB Ali tape bonded to u/side of mullion drainage zone Bed mullion on SB660 butyl seal - and ensure fully watertight Expanding seal to underside of transom KAS Scale 1.2 Sheet

66 Base fixing onto cill - Mullion drained profiles See sheets: sheet sheet 2 KAS889.M06 M6 x 100 Hexagon Bolt, Nut and Washers sheet 1 85 KAS803 Preparation for cill transom Use 5mmØ bit R Mullion base Scale 1.2 Sheet