7. Construction details -...

7.

7.5.52

Construction details

All technical information is subject to alterations. Errors and omissions excepted.

Wall Panels

Vertically laid panels require a structure to provide

support for the panel self weight and also resist wind

pressure and suction loads. The main frame structure

shown is a typical arrangement. The load span of the

panels depends on structural / static requirements,

which is specifi c for each project.

External Corner Detail Cill Drip Detail

Construction Method – Vertically Laid Panels

7.

7.5.53



Wall Panels

Main frame grid

Due to load span table

Secondary steel post

External Corner Detail Cill Drip Detail

Horizontally laid panels require a structure to

provide support for the panel self weight and also

resist wind pressure and suction loads. The main

frame structure shown is a typical arrangement. The

load span of the panels depends on structural / static

requirements, which is specifi c for each project.

Construction Method – Horizontally Laid Panels

7.

7.5.54



Wall Panels

a a 40

04

P

22

P

17

P

04

P

17

P

21

P

26

P

175a

K

21

P

26

P

or

Steel structure

Site applied rigid

urethane board

Concrete structure

04

P

08

P

214

K

143

K

04

P

16

P

17

P

10

aa

D

at 300 mm

10

02

P

214

K

08

P

08

P

134

K

02

P

16

P

17

P

aa

D

at 300 mm

at 300 mm

Panel to Panel Junction (vertical)

Secret fi xed option Through fi xed option

Note:

a according to structural / static requirements

Note:


Panel to Panel Junction Top hat (horizontal)

7.

7.5.55



Wall Panels

03

Z

04

P

07

P

182

K

08

P

183

K

04

P

17

P

D

10

a

D

at 500 mm

at 500 mm

Site applied insulation

16

P

04

P

214

K

08

P

134

K

04

P

08

P

17

P

D

a

D

10

at 300 mm

at 300 mm


Horizontal Panel to Vertical Panel Junction

Vertical Panel to Horizontal Panel Junction

Note:


Note:


7.

7.5.56



Wall Panels

14

P

02

P

08

P

118

K

222

K

02

P

08

P

14

P 50

at 300 mm at 300 mm


07

P

118

K

07

P 70~90

a a

D

04

P

08

P

26

P

178

K

08

P

04

P

50

26

P


at 300 mm at 300 mm

Expansion Joint (vertical)

Expansion Joint (horizontal)

Note:


This joint allows for up to 20 mm expansion. In other cases solve according concrete situation.

7.

7.5.57



Wall Panels

02

P

08

P

07

P

07

P

02

P

08

P

14

P

14

P

146

K

146

K

a

at 300 mm at 300 mmPE tube

14

P

14

P

07

P

07

P

02p

P 08

P

147

K

08

P

02

P

118

K

a a

50

D

TF

D

FR


at 300 mm at 300 mm

Expansion Joint

Note:


Transition Between Types of Panel (TF / FR)

Note:


7.

7.5.58



Wall Panels

07

P

07

P

31

P

31

P

152

K

152

K

at 300 mmat 300 mm

at 300 mm at 300 mm


02

P

155

K

07

P

155

K

05

Z

D

50

70

at 300 mm

Neutral silicone sealant

as required

Butyrub building cement

Panel Head Junction (Vertically Laid Panels)

Floor Slab Junction (Vertically Laid Panels)

7.

7.5.59



Wall Panels

07

P

14

P

08

P

166

K

02

P

187

K

08

P

14

P

07

P

D

D

Direction of lay

at 300 mm

at 300 mm


04

P

08

P

07

P

14

P

106

K

159

K

14

P

07

P

08

P

04

P

D

a

D

a

at 300 mm

at 300 mmSite applied insulation Direction of lay

External Corner (vertical)

External Corner (horizontal)

Note:


7.

7.5.60



Wall Panels

12

R

08

P

07

P

14

P

118

K

14

P

07

P

08

P

02

P

191

K

02

P

04

P

A

B

C

R

at 300 mm

at 300 mm

Direction of lay


External Curved Corner (vertical)

Note:

Panel R12, max. length 8,000 mm

Amin

, Cmin

= 60 mm

A + B + C = max. module 1,000 mm

α = 80 ̊–175 ̊

Rmin

= D

profi lation to be discussed

7.

7.5.61



Wall Panels

08

P

26

P

08

P

17

P

04

P

164

K

17

P

12

R

R

A

B

C

17

P

06

P

04

P

17

P

08

P

164

K

26

P

08

P

a

a

at 300 mm

at 300 mm

at 300 mm

at 500 mm

at 300 mm



Note:



Amin

, Cmin

= 60 mm

A + B + C = max. module 1,000 mm

α = 80 ̊–175 ̊

Rmin

= D


External Curved Corner (horizontal)

7.

7.5.62



Wall Panels

08

P

14

P

02

P

191

K

118

K

02

P

14

P

08

P

11

R

07

P

04

P

A

B Direction of lay

at 300 mm

at 300 mm


External Cranked Corner (vertical)

Note:


Amin

, Bmin

= 250 mm

A + B = module 1,000 mm

α = 80 ̊–175 ̊


7.

7.5.63



Wall Panels

08

P

185

K

08

P

a a

17

P

04

P

17

P

15

R

A

B

α

17

P

04

P

185

K

26

P

04

P

17

P

a a

26

P

26

P

08

P

at 300 mm

at 300 mm

at 300 mm



External Cranked Corner (horizontal)

Note:


Panel R15, maximum length of an unsupported arm of single cranked wall panel is 1,000 mm. For longer cranks

additional steelwork is required.

Amin

, Bmin

= 250 mm

Amax

= 1,500 mm

Bmax

= 4,500 mm

α = 90 ̊–180 ̊

module 1,000 mm


7.

7.5.64



Wall Panels

17

P

04

P

26

P

185

K

04

P

26

P

17

P

16

R

a a

α

A

B

C

β

17

P

04

P

185

K

26

P

04

P

17

P

a a

08

P

08

P

at 300 mm

at 300 mm



External Chamfered Corner (horizontal)

Note:


Panel R16, maximum length of an unsupported arm of double cranked wall panel is1,000 mm. For longer

cranks additional steelwork is required.

Amin

, Cmin

= 250 mm

Amax

, Cmax

= 1,500 mm

Bmax

= 3,000 mm

α, β = 90 ̊–180 ̊

module 1,000 mm

7.

7.5.65



Wall Panels

159

K

14

P

09

P

08

P

113

K

02

P

14

P

09

P

D

D

Direction of lay

Direction of lay

at 300 mm


159

K

04

P

14

P

09

P

106

K

08

P

14

P

09

P

a

a

D

D

at 300 mm

Internal Corner (vertical)

Internal Corner (horizontal)

Note:


7.

7.5.66



Wall Panels

184

K

04

P

03

Z

18

P

16

P

D

10

min

. 10

0 m

m

at 500 mm

04

P

17

P

08

P

214

K

184

K

18

P

a

D

10

min

. 100 m

mat 300 mm

Concrete Wall Cill (vertical)

Concrete Wall Cill (horizontal)

Note:


7.

7.5.67



Wall Panels

07

P

07

P

23

P

∅d

Dia

met

er –

d

Site applied flashing

Tubing sleeve

Piping

Site applied insulation (fire

rated if hot exhaust)

Wall Pipe Extractor Flue

Note:

Complete installation contents:

– passage piping packing

– sealing material

– necessary quantity of fasteners

Piping sleeves for better additional sealing of passages can be ordered according to diameter of piping.

See to the section of the Accessories or contact Kingspan Technical Service Department for range of piping

sleeves.

7.

7.5.68



Wall Panels

07

P

223

K

143

K

21

P

04

P

16

P

40

a

10–

15

D

10


Window frame

17

P

07

P

224

K

04

P

08

P

183

K

211

K

08

P

21

P

35–

40

a

20

D


Window frame

adjust the flashing to

the window frame

at 200 mm

at 500 mm

Plastic Window – recessed (vertical) – Head

Plastic Window – recessed (vertical) – Cill

Note:

The fl ashing K211 adjusts according to the window frame.


Note:


7.

7.5.69



Wall Panels

04

P

16

P

143

K

a

10

–1

5

D

10


Window frame

Note:


17

P

08

P

02

P

219

K

21

P

07

P

223

K

40

D

10–15

at 300 mm


Window frame

Plastic Window – recessed (vertical) – Jamb

Plastic Window – coplanar (vertical) – Head

7.

7.5.70



Wall Panels

08

P

21

P

02

P

228

K

21

P

08

P

17

P

D

10–15

at 200 mm at 200 mm

Window frame

Site applied

insulation

17

P

04

P

151

K

08

P

21

P

D

a

at 200 mm


Window frame Site applied insulation

Note:


Plastic Window – coplanar (vertical) – Cill

Plastic Window – coplanar (vertical) – Jamb

7.

7.5.71



Wall Panels

04

P

04

P

02

P

a

Aluminium Window – vertical (coplanar)

Head

Cill

Jamb

Note:


7.

7.5.72



Wall Panels

04

P

16

P

157

K

08

P

158

K

197

K

07

P

09

P

d

a

D X

at 300 mm

min

. 10 m

m

Site applied insulation Site applied rigid urethane board Segment of overhead door

17

P

08

P

02

P

07

P

197

K

09

P

218

K

d

D

X

at 300 mm

Site applied rigid

urethane board

Segment of overhead door

Roller Shutter Door (vertical) – Head

Roller Shutter Door (vertical) – Jamb

Note:


X specify dimension to defi ne fl ashing K158

Note:



7.

7.5.73



Wall Panels

223

K

07

P

16

P

143

K

21

P

02

P

160

K

08

P

D

10

–1

5

40

1

0

at 1,000 mm

at 300 mm


Window frame

07

P

223

K

21

P

04

P

198

K

182

K

07

P

03

Z

16

P

15

60

D

10

at 500 mm

2× at 500 mm


Window frame

Plastic Window – recessed (horizontal) – Head

Plastic Window – recessed (horizontal) – Head (cut end)

7.

7.5.74



Wall Panels

07

P

224

K

17

P

02

P

08

P

183

K

211

K

08

P

21

P

D

20

35

–4

0

at 200 mm

at 500 mm

at 1,000 mm


the window frame


Window frame

07

P

224

K

17

P

04

P

08

P

230

K

08

P

21

P

D

20

35–

40

at 200 mm

at 300 mmat 1,000 mm


the window frame


Window frame

Plastic Window – recessed (horizontal) – Cill

Plastic Window – recessed (horizontal) – Cill (cut end)

7.

7.5.75



Wall Panels

143

K

16

P

02

P

160

K

08

P

10

–1

5

D

10

at 300 mm

at 1,000 mm


Window frame

17

P

04

P

08

P

144

K

21

P

07

P

223

K

40

D

a

10–15

at 300 mm

Window frame


Plastic Window – recessed (horizontal) – Jamb

Plastic Window – coplanar (horizontal) – Head

Note:


7.

7.5.76



Wall Panels

04

P

154

K

08

P

21

P

08

P

17

P

D

a

10–15 at 200 mmat 200 mm

Window frame


17

P

02

P

151

K

08

P

21

P

D

at 200 mm

at 1,000 mm


Window frame Site applied insulation

Plastic Window – coplanar (horizontal) – Cill

Plastic Window – coplanar (horizontal) – Jamb

Note:


7.

7.5.77



Wall Panels

08

P

160

K

02

P

at 300 mm

08

P

160

K

02

P

at 300 mm

02

P

Aluminium Window – coplanar (horizontal)

Head

Cill

Jamb

7.

7.5.78



Wall Panels

08

P

157

K

214

K

08

P

160

K

02

P

16

P

158

K

197

K

07

P

09

P

D X

d

10

at 300 mm

at 300 mm

Site applied insulation Site applied rigid urethane board Segment of overhead door

08

P

04

P

17

P

165

K

09

P

197

K

07

P

X D

a d

at 300 mm

Site applied rigid

urethane board

Segment of overhead door

Roller Shutter Door (horizontal) – Head

Roller Shutter Door (horizontal) – Jamb

Note:


Note:



7.

7.5.79



Wall Panels

31

P

106

K

14

P

31

P

02

P

220

K

08

P

07

P

at 300 mm

at 300 mm at 300 mm at 300 mm


18

P

221

K

02

P

08

P

31

P

106

K

14

P

07

P

D

at 500 mmPlaster

Direction of lay

at 300 mmSite applied

insulation

Butyrub building

cement

Wall Junction (vertical)


7.

7.5.80



Wall Panels

31

P

106

K

08

P

04

P

14

P

07

P

a

at 300 mm at 300 mm

at 300 mm


18

P

219

K

02

P

08

P

17

P

a

D

at 300 mmButyrub building cement


Note:


Note:

a according to

structural / static requirements

Wall Junction (horizontal)

7.

7.5.81



Wall Panels

18

P

194

K

08

P

04

P

31

P

106

K

14

P

07

P

a

at 300 mm

at 300 mm

Site applied insulation Butyrub building cement

Plaster

18

P

144

K

08

P

04

P

17

P

D

a

at 300 mm

Butyrub building

cement

Plaster



Note:

a according to


Note:

a according to


7.

7.5.82



Wall Panels

04

P

17

P

157

K

08

P

21

P

04

P

09

P

07

P

07

Z

08

Z

07

Z

07

P

09

P

17

P

D

D

a a

10

at 300 mm

Louvre Head & Cill (vertical)

Note:

a according to structural / static

requirements

When panels are site cut for fi tting the

louvre systems, the panel joint above the

louvre head has to be sealed to prevent

water ingress – neutral silicone sealant.

02

P

17

P

09

P

07

P

07

Z

08

Z

07

Z

07

P

09

P

17

P

02

P

21

P

08

P

08

P

21

P

D

at 300 mm at 300 mm

Louvre Jamb (vertical)

7.

7.5.83



Wall Panels

160

K

02

P

21

P

08

P

156

K

08

P

160

K

08

P

17

P

09

P

07

P

07

Z

08

Z

07

Z

07

P

09

P

17

P

02

P

D

D

at 300 mm

at 300 mm

at 300 mm

Drip flashing glued onto panel and

sealed with neutral silicone sealant

04

P

17

P

09

P

07

P

07

Z

08

Z

07

Z

07

P

09

P

17

P

04

P

21

P

08

P

08

P

21

P

D

a a

at 300 mm at 300 mm

Louvre Head & Cill (horizontal)

Louvre Jamb (horizontal)

Note:

When panels are site cut for fi tting the

louvre systems, the panel joint above the

louvre head has to be sealed to prevent

water ingress – neutral silicone sealant.

Note:


7. Construction details -...

Documents

Transcript of 7. Construction details -...