Product Manual Section 6 - kestrelaluminium.comkestrelaluminium.com/wp-content/uploads/2016/11/Section-6-Low-Rise... · NB: * the frame thermal transmittance (U-value) quoted is derived

Kestrel Aluminium Systems Limited

Product Manual Section 6Low Rise Curtain Walling

Manual Version 23.0.1

© Kestrel Aluminium Systems Low Rise Curtain Walling

Section 6 Contents

Due to our policy of continued improvement Kestrel

Aluminium Systems reserve the right to alter details and

specifications without prior notice.

06.01.00

Sheet 1 01.11.14

Section 6.01 – Product specification 6.01.01 sheet 1 Low Rise Curtain Walling – Product Specification

6.01.02 sheet 1 Low Rise Curtain Walling – Product Specification

6.01.03 sheet 1 Low Rise Curtain Walling – Product Specification (Thermal)

Section 6.02 – Design guidance 6.02.01 sheet 1 Design guidance

6.02.01 sheet 2 Design guidance

6.02.02 sheet 1 Design guidance – Single span mullion application

6.02.03 sheet 1 Design guidance – Multi span mullion application

6.02.04 sheet 1 Design guidance – Deflection and elastic bending stress formulae

6.02.05 sheet 1 Section properties

6.02.05 sheet 2 Section properties

Section 6.03 – Section identification 6.03.01 sheet 1 Section identification – Open boxes and plates

6.03.02 sheet 1 Section identification – Transoms

6.03.03 sheet 1 Section identification – 50mm section and insert

6.03.04 sheet 1 Section identification – Inserts and shear blocks, 75mm, 100mm and 125mm

6.03.05 sheet 1 Section identification – External caps, perimeter infills and SG adapter

6.03.06 sheet 1 Section identification – Glazing accessories and zone seal block

6.03.07 sheet 1 Section identification – Fixing bracket

6.03.08 sheet 1 Section identification – Serrated plates

6.03.08 sheet 1 Section identification – Fixings

Section 6.04 – Glazing options 6.04.01 sheet 1 Glazing options – 6-6.4mm, 8.8mm and 10-10.8mm (Single Glazed)

6.04.02 sheet 1 Glazing options – 24mm and 28mm (Double Glazed)

Section 6.05 – Typical arrangements 6.05.01 sheet 1 Typical arrangements – 6-6.4mm glass SG

6.05.02 sheet 1 Typical arrangements – 8.8mm glass SG

6.05.03 sheet 1 Typical arrangements – 10-10.8mm glass SG

6.05.04 sheet 1 Typical arrangements – 24mm glass DG

6.05.05 sheet 1 Typical arrangements – 28mm glass DG

Section 6.06 – Detail Drawings 6.06.01 sheet 1 Detail drawings – AFT door into curtain wall

6.06.01 sheet 2 Detail drawings – Thermally broken AFT door into curtain wall

6.06.02 sheet 1 Detail drawings – Auto sliding door into curtain wall

6.06.03 sheet 1 Detail drawings – Auto swing door into curtain wall

6.06.04 sheet 1 Detail drawings – 60mm casement window into curtain wall

6.06.05 sheet 1 Detail drawings – Parallel window into curtain wall

6.06.06 sheet 1 Detail drawings – Trickle vent into curtain wall (Glaze in type)

6.06.07 sheet 1 Detail drawings – Head and cill – Direct fix

6.06.07 sheet 2 Detail drawings – Head and cill – Spigot fix

6.06.08 sheet 1 Detail drawings – Typical jamb detail

© Kestrel Aluminium Systems Low Rise Curtain Walling

Section 6 Contents

Due to our policy of continued improvement Kestrel

Aluminium Systems reserve the right to alter details and

specifications without prior notice.

06.01.00

Sheet 2 01.11.14

6.06.08 sheet 2 Detail drawings – Typical jamb detail with fixing bracket shown

6.06.09 sheet 1 Detail drawings – Typical external corner

6.06.09 sheet 2 Detail drawings – Typical external corner with KAS811/805

6.06.10 sheet 1 Detail drawings – Typical internal corner

6.06.11 sheet 1 Detail drawings – Typical intermediate tie back

6.06.12 sheet 1 Detail drawings – Typical intermediate tie back – single span

6.06.12 sheet 2 Detail drawings – Typical intermediate tie back – double span

Section 6.07 – New items 6.07.01 sheet 1 Section properties – KAS825

6.07.02 sheet 1 Section properties – KAS826

6.07.03 sheet 1 Cap sections KAS854 (Bull nose) and KAS855 (Aero) and end plates

6.07.03 sheet 2 Cap sections KAS854and KAS855 isometric details

6.07.04 sheet 1 Thermal performance of KAS825/KAS854

6.07.05 sheet 1 Thermal performance of KAS826/KAS855

Section 6.08 – New items – Mullion drained sections 6.08.01 sheet 1 Section properties – KAS831 and KAS832

6.08.02 sheet 1 Cap sections KAS833 and KAS834

6.08.03 sheet 1 Thermal performance of KAS831/851 and KAS832/834

6.08.04 sheet 1 Thermal performance of KAS832/833

Section 6.09 – New items – Mullion drained sections – Typical details 6.09.01 sheet 1 Typical details - KAS831/851 mullion

6.09.02 sheet 1 Typical details - KAS832/833 transom

6.09.03 sheet 1 Typical details - KAS832/834 transom

6.09.04 sheet 1 Typical details – Eaves detail with mitre mullion joint

6.09.05 sheet 1 Typical details – Eaves detail with separate roof element

6.09.05 sheet 2 Typical details – Eaves detail – Roof only

6.09.06 sheet 1 Typical details – Cill detail – Mullion drained profiles

6.09.06 sheet 2 Typical details – Alternative cill detail – Mullion drained profiles

6.09.07 sheet 1 Typical details – Base fixing onto cill – Mullion drained profiles

6.09.07 sheet 2 Typical details – Base fixing onto cill – Mullion drained profiles

Low Rise Curtain Walling

KESTRELALUMINIUM SYSTEMS

6.01.0101.10.08Sheet 1

Kestrel Aluminium Systems©

Due to our policy of continued improvement Kestrel Aluminium Systems reserve the right to alter details and specifications without prior notice.

Scale n/a

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 finishEtched and anodised to BS 3987: 1991 (01.06.2007) - Silver AA25 or colours on request.Polyester Powder coat paint to BS EN 12206-1:2004. 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:Kestrel Aluminium Systems 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 6.01.02 for comprehensive performance data



6.01.0201.10.08Sheet 1



Scale n/a



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 600paCWCT Section 5 Watertightness, Static 600paCWCT Section 8 Wind Resistance, Servicability 1500paCWCT Section 9 Wind Resistance, Safety 2250pa

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 10077-2:

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 Kestrel Aluminium Systems low-rise curtain walldetails (issue 1).

The following values were used in the analyses:

Internal air temperature 20°CExternal air temperature 0°CExternal surface resistance 0.04 m2K/WInternal surface resistances 0.13 & 0.20 m2K/W

Airspace thermal resistances from BS (CEN) EN ISO 10211-1 (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 160 W/mKGlass 1.00 W/mKEPDM rubber 0.25 W/mKNitrile rubber 0.16 * W/mKPVC 0.16 * W/mKSealed unit edge seal 0.19 W/mKSilica gel desiccant 0.13 W/mK

Continued on page 6.01.03



6.01.0301.10.08Sheet 1



Scale n/a



Performance: Thermal

Model Name (Panel)Utotal1

W/m2K

Qtotal1(Panel)W/mK m

thkPanel U

PanelW/m2K W/mK

infillQ Uf*

W/m2K W/m2K(IGU)

Utotal1

W/mK(IGU)

Qtotal1IGUU

W/m2K W/mKIGUQ g

W/mK

KAS801 75mm

Mullions

1.5351 0.6601 0.024 1.1686 0.4441 4.32 2.3922 1.0286 1.7 0.6460 0.083

KAS804 75mm 1.5349 0.6600 0.024 1.1686 0.4441 4.32 2.3916 1.0284 1.7 0.6460 0.083

KAS811 100mm 1.5405 0.6624 0.024 1.1686 0.4441 4.37 2.4372 1.0480 1.7 0.6460 0.092

KAS814 100mm 1.5403 0.6623 0.024 1.1686 0.4441 4.37 2.4367 1.0478 1.7 0.6460 0.092

KAS821 125mm 1.5517 0.6672 0.024 1.1686 0.4441 4.46 2.4720 1.0630 1.7 0.6460 0.097

KAS824 125mm 1.5514 0.6671 0.024 1.1686 0.4441 4.46 2.4714 1.0627 1.7 0.6460 0.097

Panelthk

0.024

m

0.024

0.024

KAS824 125mm

KAS821 125mm

KAS814 100mm

0.66771.5528

KAS801 75mm

KAS804 75mm

KAS811 100mm

Model Name

1.5264 0.6564

0.6629

-

1.5417

Qtotal1

W/mK(Panel)

W/m2K

Utotal1(Panel)

TransomsQtotal1

0.44411.1686 4.47 2.4713

W/mK

0.4441

0.4441

1.1686

1.1686

U

W/m2KPanel

Qinfill

2.39174.25

4.38 2.4369

W/m2K

Uf*

W/m2K

Utotal1(IGU)

0.64601.0627 1.7 0.097

Q

W/mK

0.6460

0.6460

IGU

1.71.0284

1.0479 1.7

W/m2KW/mK(IGU)

UIGU

0.085

0.092

W/mK

g

NB: * the frame thermal transmittance (U-value) quoted is derived from the BS EN ISO 10077-2 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)

- -- -- -----

- - - - - - - - - - -

- - - - - - - -- - -



6.02.0101.10.08Sheet 1



Scale n/a

Design guidance


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: 2003BS 8200: 1985

BS 8118: Part 1: 1991.BS 8118: Part 2: 1991.BS 6399: Part 2: 1997.

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 6.02.01 sheet 2



6.02.0101.10.08Sheet 2



Scale n/a

Design guidance


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.



6.02.0201.10.08Sheet 1



Scale n/a

Design guidance

Mul

lion

Leng

th .

Com

bine

d M

ullio

n Le

ngthMul

lion

Sing

le S

pan

Mul

lion

Leng

th

Mul

lion

Sing

le S

pan

LL-WL

DL & WL

Mov

emen

t Joi

nt4m

m

.

Spandrel

GlazedPart ElevationPart Elevation

Unglazed

Spandrel Spandrel

Spandrel

.Tr

anso

m C

entr

es

Vision Vision Vision

Spandrel

Vision Vision

Spandrel

Vision

Can be used for multi storey applications of upto 20 Metres

Consult a structural engineer if there is any doubt regardingDesigns must accomodate thermal and structural movement .

Keep Any Cantilever to a Minimum

Single Span Mullion Applications

Customers Detail

WL-DL

Do not exceed the capabilities of the system.

Recommendations

Coping Design to

the application.

The span capabilities of the mullion profiles .Transportation to site and ease of handling.Site access.

Restrictions

Advantages

Positive and Negative Wind Load Imposed

Spandrel

to the Curtain Wall and Structural Fixings

Loading and/or Thermal Movement

upon the Glazed Curtain Wall and Transfered

LL - Live LoadVariable Movement of the Structure through

.

.

MullionCentres

Spandrel Spandrel

Structure, Curtain Wall and Structural Fixings

DL - Dead Load

WL - Wind Load

Abbreviations

Weight of the Curtain wall imposed upon the

Vertical Section Thro.



6.02.0301.10.08Sheet 1



Scale n/a

Design guidance

.

Mul

lion

Leng

thSpan

Inbe

twee

n Fi

xing

Poi

nts

Span

Inbe

twee

n Fi

xing

Poi

nts

Vertical Section Thro.DL-WL

WL-LL

.

Spandrel

GlazedPart ElevationPart Elevation

Unglazed

Spandrel Spandrel

Spandrel

.Tr

anso

m C

entr

es

Vision Vision Vision

Spandrel

Vision Vision

Spandrel

Vision

capability with the same mullion would be exceeded.the span capability of mullions where a single spanIn some instances can be used to slightly increase

Consult a structural engineer if thier is any doubt regardingDesigns must accomodate thermal and structural movement .

Keep Cantilever to a minimum

Multi Span Mullion Applications

Customers Detail

WL-LL

Do not exceed the capabilities of the system.

The span capabilities of the mullion profiles .

Recommendations

Transportation to site and ease of handling

Coping Design to

the application.

Site access.

The available length of the mullion profiles.Restrictions

Advantages

Positive and Negative Wind Load Imposed

Spandrel

to the Curtain Wall and Structural Fixings

Loading and/or Thermal Movement

upon the Glazed Curtain Wall and Transfered

LL - Live LoadVariable Movement of the Structure through

.

.

.MullionCentres

Spandrel Spandrel

Structure, Curtain Wall and Structural Fixings

DL - Dead Load

WL - Wind Load

Abbreviations

Weight of the Curtain wall imposed upon the

Spans between fixings must be of equal length



6.02.0401.10.08Sheet 1



Scale n/a

Design guidance

Equation [8] ST = (0.15 x Q1) / Z

Q1 x ((3 x L2^) - 0.090)

Simply supported by 2 point loads each at 150mm from ends (transom dead load)

{Equation [7] F =

Q1 = each separate point load

Equation [4] ST = (Q x L) / (8 x Z)

) / (185 x E x I)

Continuous (double span of 2 equal spans) beam (mullion wind load)

x (3 - N

Q = load on 1 span

Equation [3] F = (Q x L3

L = mullion span (1 span only)

Equation [6] ST = Q x L{ 2

160 x E x I){ / }

24 x (L - (B/2)) x Z / 2 }) { }

) x (1 - (N

N = B/L (if B > L then N = 1 & L = B)

Simply supported trapezoidal load (transom wind load)

Equation [2] ST = (Q x L) / (8 x Z)

3

Simply supported rectangular load (mullion wind load)

= I/y where y is the largest distance from neutral axis to edge of section

I = second moment of area sectionE = Youngs modulus of material

Deflection & elastic bending stress formulae

Equation [5]

B = load area heightL = transom span

(5 x Q x L{ 4

Equation [1] F = (5 x Q x L

L = mullion span

ST = elastic bending stress

Z = elastic modulus of section

Wp = wind pressureF = deflection

Q = load

generally:

} 384 x E x I x (L - (B/2)) /5))2 / } 2 {

) / (384 x E x I)


Section Properties


6.02.0501.10.08Sheet 1



Scale n/a

x

KAS824y

x

x

y

KAS823y

KAS822y

x

x

y

x

x

y

KAS814

KAS821y

y

KAS813y

x

x

y

y

x

x

x

y

306.07125mm 37.35 44.85

31.33260.55125mm

137.26

39.48

125mm

125mm

22.77

6.84

71.84

188.17100mm

100mm

26.71

15.15

21.08

5.15

0.13

37.80

5.14

KAS812y

KAS811y

x

x

x

y

x

x

y

KAS804y

KAS803y

y

x

x

y

x

x

y

y

Profile

KAS801

KAS802

y

x

x

y

x

165.57

19.69100mm

100mm

4.35

24.15

29.53

103.67

7.83

75mm

75mm

75mm

8.56

17.51

2.39

0.12

18.46

5.13

30.74

0.12

94.39

Ixx(cm4)

75mm

Type

16.96

Zxx(cm3)

16.77

Zyy(cm3)

Iyy(cm4)

5.44

0.13

3.04

12.30

5.74

0.13

3.05

15.12

6.33

0.13

3.06

17.94


Section Properties


6.02.0501.10.08Sheet 2



Scale n/a

KAS857

KAS858

KAS853

KAS852

Profile

KAS805

KAS851

y

x

y

x

48.6850mm 10.16 21.32

Type Ixx(cm4)

Zxx(cm3)

Iyy(cm4)

Zyy(cm3)

KAS806

x

y

x

y

8.53

50mm 12.09 4.94 5.78 2.63

KAS859

KAS856

KAS866 BLACKPVC

EXTRUSION

BLACKCo-Extruded

PVC EXTRUSION

KAS861 (M)

KAS862 (T)

KAS861 use on mullions - fixing holes pre-punched

KAS862 use on transoms - fixing/drain holes pre-punched


Section identification - Open boxes and plates


6.03.0101.10.08Sheet 1



Scale 1.1

50

125

50

No10

125mm PlateKAS822

KAS811100mm Mullion

100mm Plate

No10

KAS812

34.25

125mm MullionKAS821

No12

100

7550

No10

No10

No12

34.25

No10

KAS802

KAS80175mm Mullion

75mm Plate

No12

34.25

No10


Section identification - Transoms


6.03.0201.10.08Sheet 1



Scale 1.1

7550

No10

No12

75mm TransomKAS804

34.25

No10

125

No10

50

No10

KAS824125mm Transom

No12

34.25

100mm TransomKAS814

34.25100

50

No10 No10

No12


Section identification - 50mm section and insert


6.03.0301.10.08Sheet 1



Scale 1.1

50

50

No10

34.25

50mm TransomKAS805

KAS80650mm insert

43.9

44


Section identification - inserts and shear blocks 75mm, 100mm, 125mm


6.03.0401.10.08Sheet 1



Scale 1.1

2033.7

125mm Mullion/Transom Insert


118.5

33.7

KAS823

KAS813

Cut and Drilled

KAS872D125mm Shear Block

Ø 6

20∅3.5

20KAS871D100mm Shear BlockCut and Drilled


93.5

68.5

33.7

KAS803

Ø 6 20

Ø 6

∅3.5

20

Cut and Drilled

KAS870D75mm Shear Block

∅3.5

20


Section identification - External caps, perimeter infills, SG adapter


6.03.0501.10.08Sheet 1



Scale 1.1

37.5

20

Aluminium Perimeter InfilKAS856

21

20

Single Glaze AdaptorKAS859

17.550

Cover PlateMullion Clip On KAS851

1414.5

50Transom Clip OnCover Plate

KAS852

50.7

Sloped TransomClip OnCover Plate

KAS853

KAS866Black PVC Perimeter Infil

19.5

33.25

19.9

(Use where VISIBLE)


Section identification - Glazing accessories and zone seal block


6.03.0601.10.08Sheet 1



Scale 1.1

16.25

KAS862Co- Extruded Pressure PlatePre Punched Fixing Holes and Drainage Slots

49.5

Pre Punched Fixing HolesCo- Extruded Pressure Plate

49.5

KAS861

16.2

5

5

and 28mm Units

and 24mm Units

KAS869for Double GlassSetting Block

10.75

KAS864

10 Suits 8.8mm Glass

12.75

suits 6/6.4mm GlassEPDM Inner GasketKAS863

10

8.75

KAS865suits 10/10.8mm GlassEPDM Inner Gasket

10

12

5

30

Setting Blockfor Single Glass

KAS868

KAS867Black PolyetyleneZone Sealing Blocks

KAS863C

KAS865C

Vulcanised gasket corners are 300mm x 300mm

(Use on mullions)

(Use on transoms)


Section identification - Fixing bracket


6.03.0701.10.08Sheet 1



Scale 1.1 & 1.4

8

30 40

100

Also Available in Bar Length Ref. KAS858 - 5.0M Long

1012

100

100

30

30

Use with KAS875C and12

40

KAS 876C Serrated Plates

Slots to suit M12 Bolts

Slots to suit M10 Bolts

KAS 876B Serrated PlatesUse with KAS875B and

Use with KAS875A andKAS 876A Serrated Plates

10

40

KAS877C

8

KAS877B

122 Slot Ctrs.

52

175

11.5 3034

to

Slot

Ctr

.

82

Slots to suit M8 Bolts40

14KAS877A


Section identification - Serrated plates


6.03.0801.10.08Sheet 1



Scale 1.1

∅6

80

∅6

80

∅6

80

Also Available in Bar Length Ref. KAS857 - 5.0M Long

Tie Back Bracket

∅816

Use with KAS877A

Hole to suit M8 BoltKAS876A

Tie Back BracketTie Back Bracket

∅1016

Use with KAS877B

Hole to suit M10 BoltKAS876B

∅1216

Use with KAS877C

Hole to suit M12 BoltKAS876C

∅8

32

Tie Back BracketUse with KAS877A

16

Hole to suit M8 BoltKAS875A

32

3232

∅12∅10

Tie Back BracketUse with KAS877B

16

Hole to suit M10 BoltKAS875B

Tie Back BracketUse with KAS877C

16

KAS875CHole to suit M12 Bolt

32 32


Section identification - Fixings


6.03.0901.10.08Sheet 1



Scale 1.1

KAS889.M12

KAS889.M10

KAS889.M08Cat. 1 Mullion Bracket FixingM8 x 100 Hexagon Bolt, Nut and Washers

M10 x 100 Hexagon Bolt, Nut and WashersCat 2. Mulliion Bracket Fixing

Cat 3. Mullion Bracket FixingM12 x 100 Hexagon Bolt, Nut and Washers

M12

M10

M12

M10

KAS889.M06

KAS885Magnetic Hexagon Socket Driverto suit KAS883 Fixing Screws

KAS882Pozi Pan Head Fixing Screwfor Mullion to Transom Fixing

M6 x 100 Hexagon Bolt, Nut and Washers Straight thro.Shear Block Fixing

M6

M8

Hexagon Head Fixing Screwfor 80mm Serrated Plates

KAS884

Transom to Shear BlockCsk Head Fixing ScrewKAS881

M6

M8

bypass transom positionswhere KAS803, 813 and 823

Pozi Csk. Head Fixing Screwfor Mullion to Transom Fixing

KAS886

Screw for Pressure CapsHexagon Washered FixingKAS883


Glazing options - Single glazed variations


6.04.0101.10.08Sheet 1



Scale 1.1

Vertical Pressure Plate

Clip Fit Adaptor Profile

KAS865 EPDM Gasket


KAS851KAS861

10/10.8mm Single Glass

KA

S859

KAS861KAS851


KAS864 EPDM Gasket



KAS863 EPDM Gasket

8.8mm Single Glass

6/6.4mm Single Glass

KA

S859

KAS851KAS861

KA

S859


Glazing options - Double glazed variations


6.04.0201.10.08Sheet 1



Scale 1.1

Vertical Clip on Cap


KAS865 EPDM Gasket

28mm Double Glass

KAS861KAS851


KAS863 EPDM Gasket


24mm Double Glass

KAS861KAS851


Typical arrangements - 6/6.4mm glass


6.05.0101.10.08Sheet 1



Scale 1.1

75

KAS883 Hexagon Head Screw




KAS863 EPDM Gasket

KAS851KAS861

KA

S859

52

KA

S802

KA

S801

KA

S822

KA

S812

50

KAS824125 100

KAS814

KA

S821

KA

S811

100

125

50

KAS859

75KAS804

52KAS853


Typical arrangements - 8.8mm glass


6.05.0201.10.08Sheet 1



Scale 1.1

75




KAS864 EPDM Gasket


KAS851KAS861

KA

S859

52

KA

S802

KA

S801

KA

S812

KA

S822

50

KAS824125

KAS814100

KA

S821

KA

S811

100

125

50

KAS859

75KAS804

52KAS853


Typical arrangements - 10/10.8mm glass


6.05.0301.10.08Sheet 1



Scale 1.1

75





KAS865 EPDM Gasket

52

KAS851KAS861

KA

S859

KA

S802

KA

S801

KAS804

KA

S822

KA

S812

75

50

KAS824125

KAS814100

KA

S821

KA

S811

100

125

50

KAS859

52KAS853


Typical arrangements - 24mm IGU's


6.05.0401.10.08Sheet 1



Scale 1.1

KAS851KAS861




KAS863 EPDM Gasket

5275

KA

S802

KA

S812

KA

S801

100

KA

S811

50

75

50

KA

S822

KAS814KAS824125 100

KAS80452

KA

S821

125

KAS853


Typical arrangements - 28mm IGU's


6.05.0501.10.08Sheet 1



Scale 1.1

75



KAS865 EPDM Gasket


KAS851KAS861

52

KA

S802

KA

S801

KAS80475

50

KAS824125 100

KAS814

125

100

KA

S821

KA

S822

KA

S812

KA

S811

50

52KAS853


Detail Drawings - AFT door into curtain wall


6.06.0101.10.08Sheet 1



Scale 1.2

Doo

r Stil

e H

eigh

t100

52

KAS861KAS851

100

KA

S26

KA

S811

KA

S856

KA

S27

KA

S812

Outside

M10

22 Out

side

Typical Elevation - Scale 1:50

50

Transom Closer Bracket

100

No10

KAS814

52

No10

KAS856

50

A6.06.01

6.06.01A

6.06.01B

6.06.01B

6.06.01C

6.06.01C

KAS13

KAS12

KAS853

KAS25

KAS24

50


Detail Drawings - Thermally broken AFT door into curtain wall


6.06.0101.11.14Sheet 2



Scale 1.2

52

KAS861

KAS851

100

KA

S81

1K

AS

856

KA

S8

12

Outside


100

No10

KAS814

52

No10

KAS856

50

A6.06.01

6.06.01A

6.06.01B

6.06.01B

6.06.01C

KAS853

50

KAS722

KAS480A

KAS753

KAS752

KAS480A

KAS751

KAS631

Anti-finger trapprofile.

Anti-finger trap single action, open out,stile shown (KAS753) with double actionstile (KAS752) shown dashed.

KAS282

KAS467

KAS768

109

70

KAS756

KAS757

KAS762

KAS631

KAS219

100

57

28

4

85


Detail Drawings - Auto sliding door into curtain wall


6.06.0201.10.08Sheet 1



Scale 1.2

KAS85

KAS13

52

KA

S856

KAS851KAS861

100

KA

S812

KA

S811

KA

S22

KAS84


KAS87

Meeting Stile in

KAS28 KAS2910

0

130m

m P

anel

Hei

ght

KAS80

200

KAS811

KAS812

50

KA

S852

KAS856

Insu

late

d In

fil P

anel

50

6.06.02A

6.06.02A

6.06.02B

6.06.02B

6.06.02C

6.06.02D

6.06.02C

6.06.02D


Detail Drawings - Auto swing door into curtain wall


6.06.0301.10.08Sheet 1



Scale 1.2

100

200

KAS24

KAS77

KAS93

50

KAS814

KAS80

No10

50

KAS856

No10

Typical Auto Unit

KAS 77 used to allow easier fitting of operating arm

Door opens IN

6.06.03A

A6.06.03

152

100 24

116


Detail Drawings - 60mm casement window into curtain wall


6.06.0401.11.14Sheet 1



Scale 1.2

KA

S81

1

KA

S81

2

KAS814

Outside

KAS851

KAS861

Ou

tsid

e

KAS805


KAS853

KAS853

50 98

152

28100

5050

6.06.04A

6.06.04B

C6.06.04

6.06.04A

6.06.04B

6.06.04C

NB: Window profile KAS628 has a 28mm glaze in edge

50

98

KAS635

2050

27

KAS668

KAS662

KAS628

KAS635

KAS668

KAS662

KAS628

KAS635

2050 27

KAS668

KAS662

KAS628


Detail Drawings - Parallel window into curtain wall


6.06.0501.11.14Sheet 1



Scale 1.2

KA

S81

1

KA

S81

2

KAS814

Outside

KAS851

KAS861

Ou

tsid

e

KAS805


KAS853

KAS853

50 97

152

28100

5050

6.06.05A

6.06.05B

C6.06.05

6.06.05A

6.06.05B

6.06.05C

NB: Window profile KAS628 has a 28mm glaze in edge

50

97KAS628

KAS628

KAS628

KAS691

KAS693

KAS694

KAS691

KAS693

KAS694

5125

20

KAS693

KAS691

KAS694


Detail Drawings - Trickle vent into curtain wall


6.06.0601.10.08Sheet 1



Scale 1.1

50

KAS805 KAS853

2450

10250 24

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.

Fixed light

KAS806

Gla

ss d

educ

tion

will

var

y!

*


Detail Drawings - Head and cill - Direct fix


6.06.0701.10.08Sheet 1



Scale 1.2

Vertical Sections

KAS853

M8

Plan Sections

M8

M8

KA

S801

Out

side

KAS802

KAS852

KAS866

50

127

5010

10

127

50

KAS802

KAS851

Anchor bolt fixing intosuitable structural grounds

KAS866

KAS801

24


Detail Drawings - Head and cill - Spigot fix


6.06.0701.10.08Sheet 2



Scale 1.2

Plan Sections

M8

Purpose Made Base Plate with Shear Block Insert

M6 M6

M8

Vertical Sections

Isolator

Purpose Made Cill Member

Vapour Barrier

Insulate this AreaM8

KA

S801

KAS804

Out

side

KAS804

KAS852

KAS853The nose of the mullion to be cut back at the bottom 20mm to allow the cill to run through.

5050

Anchor bolt fixing intosuitable structural grounds

All internal finishes by others

10

127


Detail Drawings - Typical jamb detail


6.06.0801.11.14Sheet 1



Scale 1.1 & 1.2

10/1

0.8

35

28

KAS861

KA

S8

51

KA

S8

66

KAS861

KA

S85

1

KA

S8

66

KAS861

24K

AS

85

1

into a Revealed Structural Opening it is Advised toAllow a Minimum Overall Width Tolerance of 20mm

Polyethylene Backer Rod (Sealant Saver)

When Stacking Curtain Wall Modules Horizontally

10

Architectural Grade Silicone SealantTremco FA600 Low Modulas

KAS861

KAS851

KA

S86

6

52




KA

S80

2

6/6.

48.

8

KA

S8

66

KAS861

KA

S8

59

KA

S8

51

KA

S86

6

KAS861

KA

S8

59

KA

S8

51

KA

S86

6 KA

S8

59

75K

AS

801

KAS863 EPDM Gasket

50


Detail Drawings - Typical jamb detail with fixing bracket shown


6.06.0801.10.08Sheet 2



Scale 1.2

Fixing to Structure

Jamb

M10 x 40 Hexagon Head Bolt Modified with a Slot

Modified Serrated Fixing Bracket Factory Fixed to theMullion (use the offcut for the opposite hand bracket)

for Tightening Purposes, Including Nut and Washers

24mm thick Double Glass Sealed Units

Mullion

The Structure Should be Checked for Verticality and10mm Minimum

Width Variations Before Tolerances are Finalised

Outside

30

KAS861

KAS866

KA

S851

KAS861

Intermediate

Once the Mullions are Aligned and Levelled the

the Vertical Movement of the Mullion.

Fixing Bolt Should be Tightened to Ensure that

are not De-formed to the Extent that they Restrictthe Serrations are Engaged but the Bracket Legs

Mullion

and Accomodate Vertical Live Load and ThermalThis Tie Back is Intended to Resist Wind Load

Movements.

KA

S851

Outside50

50

175

82

KAS858 (bracket)

KAS857 (serrated plate)

Nom

inal

20m

m


Detail Drawings - Typical external corner


6.06.0901.10.08Sheet 1



Scale 1.2

76 x 76 x 6.4 Angle Brackets with

Nuts and Bolts to Secure the Spreader Plates and Hexagon

Secure Corner Mullions Together

External Corner

Insulated Corner Cladding Panel

the Mullion Profilesor Plate Together before Fixing toMitre the Corner Transom and Weld

Purpose Made Pressed Aluminium

KA

S851

KAS851

KAS861

KA

S812

KAS811

KA

S811

KA

S861

KAS812

156

28

152

50

100

177



6.06.0901.06.09Sheet 2



KAS851KAS861

KA

S812

KA

S811

No10

KAS805 KA

S851

KA

S861

Purpose Made Pressed AluminiumInsulated Corner Cladding Panel

External Corner

Scale 1.2

127

106

96

100

KAS812

KA

S861

KAS811

28

KA

S851

152

This Frame is separatewith the KAS 812 Plateto the interfacing jamb

This

fram

e to

be

cons

truc

ted

to in

clud

eth

e K

AS8

11 a

nd K

AS8

05 m

ullio

n pr

ofile

co

mbi

natio

n at

the

corn

er ju

nctio

n

15

12mm Ø clear hole to allow head of 4.8 x 50 self

tapping screw to pass

19

25

19

Backmarks required for 5mm Ø clear holes to

allow 4.8 (No.10) pan headself tapping screw to pass

4.0mm Ø pilot hole into KAS805

for height stacked frames andThis construction is not suitable

other application should beKestrel recommend that any

checked by a structural engineer

Detail Drawings - Typical external corner KAS811 & KAS805


Detail Drawings - Typical internal corner


6.06.1001.10.08Sheet 1



Scale 1.2

87

175

Purpose Made Pressed AluminiumInsulated Corner Cladding Panel

200

59KAS851

KAS861

100

KA

S851

KA

S861

KAS811

KAS812

Internal Corner

KA

S812

KA

S811

50

28


Detail Drawings - Typical intermediate tie back


6.06.1101.10.08Sheet 1



Scale 1.2Outside

KAS861KAS851

KAS876

KAS875

M12

KAS877

increasing when used with Cast inLateral +/-8mm with Anchor Bolts

Insert Channels+/- 8mm

M12O

utsi

de

HALFEN 28/15

Adjustment Possibilities with this

Hexagon Head Fixing ScrewsApplied to Dead Fix Aligned and Levelled Framework

Hexagon Bolts and Nuts with WashersBolt Diameter to Suit Application Requirements

+/- 12mm

KAS889

KAS884

Bracket Arrangement are:-

+/- 12mm

min 8mm max 34mm

KAS876

KAS875

M12

28

M12

M6

Mullion/Transom Nom. 52mm

24

24


Detail Drawings - Typical intermediate tie back - Single span


6.06.1201.11.14Sheet 1



Scale 1.2

Ou

tsid

e

Outside

KAS861

KAS851

to Avoid Water Penetration (Hatched Area Also)

(Length to Suit Structural Requirements)

Cap Must Be Sealed with Tremco SB660 butyl in order

At the Joint Positions the Rebate Face of the Mullion

the Mullion Nose, and the Face Width of the Pressure

The Designed Joint Size between Mullions Should

also be used for the Pressure Cap and Cover Cap

Outer Cover Cap should be Offset as Illustrated

The Jointing Position of the Pressure Cap and the

The Joint Sleeve is Illustrated by the Broken Lines

or Structural Movement the Edge Cover to the Underside

To Increase the Joint Size Allowing for Greater Thermal

of the Transom Above a Joint Can be Reduced by 5mm

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

KAS875

KAS876

M12

KAS877

to give 9mm Joint Size

between two mullions is 4mm.

100

KAS876

KAS813

M12

KAS875

M12

M12

4

100

4

KAS877

min 8mm max 34mm

4

M6

24

24


Detail Drawings - Typical intermediate tie back - Double span


6.06.1201.10.08Sheet 2



Scale 1.2

min 8mm max 34mm O

utsi

de

KAS851

OutsideKAS861

KAS875

KAS877

increasing when used with Cast in

+/- 8mmInsert Channels

Once the Mullions are Aligned and Levelled the

the Vertical Movement of the Mullion.

the Serrations are Engaged but the Bracket Legsare not De-formed to the Extent that they Restrict

Fixing Bolt Should be Tightened to Ensure that

This Tie Back is Intended to Resist Wind Loadand Accomodate Vertical Live Load and Thermal

Lateral +/-8mm with Anchor Bolts

Movements.

Hexagon Bolts and Nuts with WashersBolt Diameter to Suit Application Requirements

Structural/Thermal Movement Possibilitieswith this Bracket Arrangement are:-

Adjustment Possibilities with this

HALFEN 28/15

KAS889

+/- 12mm

Bracket Arrangement are:-

+/- 12mm

KAS875

25

28

KAS875KAS877

Mullion/Transom Nom. 52mm

24

24

Section Properties KAS825


6.07.0101.01.10Sheet 1



Scale 1.1


50

150

Section Properties: KAS825

Ixx = 606.9242 cm4Iyy = 62.5899 cm4

Zxx = 58.9261 cm3Zyy = 25.0360 cm3

KAS823 (Sleeve profile)

Ixx = 137.26 cm4Iyy = 22.77 cm4

34.2

5

175

34.2

5

Due to our policy of continued improvement Kestrel Aluminium Systems reserve the right to alter details and specifications without prior notice.ALUMINIUM SYSTEMS

KESTREL 6.07.02Scale 1.1

Sheet 1 01.01.10

50

© Kestrel Aluminium Systems

Section Properties KAS826Low Rise Curtain Walling


Ixx = 836.9752 cm4Iyy = 70.8850 cm4

Zxx = 73.2958 cm3Zyy = 28.3540 cm3


Ixx = 137.26 cm4Iyy = 22.77 cm4



Sheet 1 01.01.10


Cap sections KAS854 & KAS855Low Rise Curtain Walling

KAS861

KAS852 transom cap

50

2814

.542

.5

KAS883

KAS854

KAS854 Bull nose cap

8528

KAS852 transom cap

14.5

KAS855 Aero cap

KAS883

KAS855

KAS861

50

Typical mullion

Typical mullion

KAS890.854 end plate


Use No.8 fixings in cap screw ports


KESTREL 6.07.03Sheet 2 01.01.10



KAS854 Bull nose cap

KAS855 Aero cap



Sheet 1 01.01.10


Thermal performance - KAS825/854Low Rise Curtain Walling

Section Properties (Thermal) : KAS825/KAS854

Uf = 3.61 W/m2KΨg = 0.0570 W/m @ 1.1 IGU centre pane U value

28mm glazing thickness (panel = 1.0309 W/m2K)



Sheet 1 01.01.10






KAS826 part omitted for clarity

Section Properties KAS831 & KAS832


6.08.0101.01.10Sheet 1



Scale 1.1


50

100

34.2

5


Ixx = 190.9430 cm4Iyy = 39.0283 cm4

Zxx = 27.3027 cm3Zyy = 15.6113 cm3


Ixx = 29.5274 cm4Zxx = 8.5636 cm3


Ixx = 10.9382 cm4Iyy = 7.4502 cm4

Zxx = 3.4362 cm3Zyy = 2.9801 cm3

50

34.2

516

16

2.5mm corner radii

Section KAS831 is a mullion drained profile - KAS832 purlin to be used horizontally on sloped applications



Sheet 1 01.02.10



KAS834 Roof cap >45°

45°30°

KAS833 Roof cap <45°

No12 x 22mm philips csk

Silicone sealhere if required

here if requiredSilicone seal

KAS862

KAS883

KAS832 Purlin

KAS832 Purlin

28

28

57

61

10.5

17

KAS192

KAS860



Sheet 1 01.01.10


Thermal performance - KAS831/851, KAS832/834Low Rise Curtain Walling









Sheet 1 01.01.10






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 U-value adjustment (W/m2K) Twin skin or double glazed Triple skin or triple glazed

70° or more (vertical) <70° and >60° <60° and >40° <40° and >20° <20° (horizontal)

0.00+ 0.20+ 0.30+ 0.40+ 0.50 + 0.30

+ 0.20+ 0.20+ 0.10 0.00



Sheet 1 01.11.14


Typical details - KAS831/851 mullionLow Rise Curtain Walling

Typical Mullion Section15

10

1628

100

50

KAS803

KAS861

KAS883

KAS851

No. 8 x 9.5mm pan hd S/S screw

KAS832

KAS852'W

et Z

on

e'

Important notes - sealing the mullion and transom 'wet zone'

50mm wide x 1.2mm PB Ali tape bonded to u/side of mullion drainage zone and eaves type mitre jointsonto water channels

Bed mullions ends on SB660 butyl seal - and ensure fully watertight (See 6.09.06 sheet 1 and 2 and 6.09.07 sheet 1)

Use FA600 to fully seal underside of transom KAS832 into KAS831 mullion side cut out



Sheet 1 01.02.10


Typical details - KAS832/833 transomLow Rise Curtain Walling

here if requiredSilicone seal

KAS192

KAS832 Purlin

KAS831 mullion

KAS851 cap

50

100

30°

KAS860



Sheet 1 01.01.10


Typical details - KAS832/834 transomLow Rise Curtain Walling

100

50

Silicone sealhere if required

KAS862

KAS883

KAS851 cap

KAS831 mullion

45°



Sheet 1 01.01.10


Typical eaves details - mitre mullion jointLow Rise Curtain Walling

46

M10

bracket (3mm)Pressed up cap Panel

KAS803 corner joint insert

Weld and use bespoke angle plates to reinforce

68.5

6

100

Suitable structural support required at eaves level with correctly detailed fixing brackets and fixings.

KAS832 Purlin

KAS851 cap

KAS831 mullion

52

30°

20



Sheet 1 01.01.10


Typical eaves details - separate roof elementLow Rise Curtain Walling

KAS832 Purlin

KAS831 mullion

to allow pressing to runSloping mullion notched

Standard Transom drained profiles

KAS339a

End stop

Pressed up eaves trim

Mullion nose stops here

(insulated)

Compriband seal

M6

bracket (3mm)Pressed up gutter

Panel continuously

M10

M10


30°

20

152

20

Rain water goods by others



Sheet 2 01.01.10


Typical eaves details - roof onlyLow Rise Curtain Walling

KAS859


30°

52

9915

6

No 10

No 10

41

No 10

16

No 10

KAS831 mullion

KAS851Typical external roof/canopy - single glazed

KAS890.831 end plate in 3mm aluminium plate




Sheet 1 01.01.10


Typical cill detail - Mullion drained profilesLow Rise Curtain Walling

5

KAS 68 cill

KAS 832

KAS 866

30

10

15

Packing shims as necessary

1/2" cill board by others - notch around mullion required

concealedBase fixing M

8

KAS 832

KAS 831

1/2" cill board by others - notch around mullion required

DPC

1005250

16



Sheet 2 01.01.10


Alternative cill detail - Mullion drained profilesLow Rise Curtain Walling

DPC

5

KAS 68 cill

1/2" cill board by others - No notch around mullion required

15

10

Packing shims as necessary

3" x 2" x 1/8" aluminium channelM

8

KAS 832

7415KAS 832

KAS 866concealedBase fixing

KAS 831

3010052

1/2" cill board by others - No notch around mullion required

16

50

76.2 7.8

52



Sheet 1 01.11.14


Base fixing onto cill - Mullion drained profilesLow Rise Curtain Walling

KAS 832

KAS 68 cill

50 100

50*

KAS 68 cill

SB660 butyl seals

M6

M8

If hung fixing condition, run Compriband 600 (10/3-7) as continuous rununder mullion and Ali tape PB also

M6

KAS 68 cill

14.5

M6M6

Ø8

KAS803

4150*

36.5

50 x 30 Ali-tape PB (1.2mm)

Compriband 600 (10/3-7)

M8

10

63.5

ø10*

* Preparation of drilled holes for main fixings

50mm centres for main fixings can increaseif required for ease of fixing and as required by fixing type/specification.

Preparation for sealing the under side of mullion 'wet zone'

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 KAS832

See note above regarding fixing centres

30

See note above regarding fixing centres

*



Sheet 2 01.01.10


Base fixing onto cill - Mullion drained profilesLow Rise Curtain Walling

Preparation for cill transom

Use 5mmØ bit

85

50.5

KAS80330

16.5

Mullion base

KAS889.M06M6 x 100 Hexagon Bolt, Nut and Washers

R2.5

9.5

See sheets:

6.09.06 sheet 16.09.06 sheet 2

6.09.07 sheet 1

Documents

Product Manual Section 6 - kestrelaluminium.comkestrelaluminium.com/wp-content/uploads/2016/11/Section-6-Low-Rise... · NB: * the frame thermal transmittance (U-value) quoted is derived