revision: 2 date: 20 april 2016 · incanton - signage proposal incanton - signage proposal 2.16 2...

Date: 20 April 2016Revision: 2

Wincanton - Signage Proposal

Wincanton - Signage Proposal Signage Schedule

Client:

Start Date:

Rev. Number:

Rev. Date:

Drawn By:

Notes:

Colour References:

Drawing Title:

Page Number 2

T 0845 604 0899E [email protected] www.ascotsigns.com

All rights reserved. All drawings and written material on this document constitute original and unpublished work of Ascot Sign Systems and must not be duplicated, used or disclosed without prior consent of the company.C



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GMcG

Project: Signage Type - Slimline Aluminium Flexface w/ Printed PVC Face

300mm

20mm threaded stainless steel rod set in anchor.

Nut & Washer Fixing. Water Seal Protection to be provisioned within this jointing.

135mm

25mm

`

Slimline Aluminium Flexface System with Printed PVC Face.

Existing Building Aluminium Claddingw/ Wool Fibre Insulation infil.

Horizontal Aluminium Rails for fixing of externalcladding and signage.

Protective weather sealed sleeve to prevent for internal space between external and internal leaf to

prevent compression to cladding.

Ascot Prema

10000 x 3863mm Slimline Aluminium Flexface System with Printed PVC Face. To consist of 20mm Threaded Galvanised Rod fixing through existing building envelope, connected to exisiting horizontal cladding rails and vertical building structure I-Beams. Nut and Washer fixing will provide clamping and secure fixing at each joint. Water Seal Protection will be required at each joint

Fixing: 20mm Threaded Galvanised Rod

Quantity: 2nr. Signage Systems [10nr. fixing points TBC in conjunction with Civil Engineers drawings to confirm beam and rail centre spaces]

Font: Corporate

Colours: Corporate


Client:

Start Date:

Rev. Number:

Rev. Date:

Drawn By:

Notes:

Colour References:

Drawing Title:

Page Number 3





20.04.16

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Ascot Prema

10000 x 3863mm Slimline Aluminium Flexface System with Printed PVC Face. To consist of 20mm Threaded Galvanised Rod fixing through existing building envelope, connected to exisiting horizontal cladding rails and vertical building structure I-Beams. Nut and Washer fixing will provide clamping and secure fixing at each joint. Water Seal Protection will be required at each joint

Fixing: 20mm Threaded Galvanised Rod


Font: Corporate

Colours: Corporate


Client:

Start Date:

Rev. Number:

Rev. Date:

Drawn By:

Notes:

Colour References:

Drawing Title:

Page Number 4





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Tek

la S

truc

ture

s

DATEREV. VNo. DESCRIPTION OF REVISIONAll comments made incorporated.03.11.2015A Re-issued for Final ApprovalRevisions as clouded.16.11.2015B Issued for Construction.Horizontal cladding updated27.11.2015CDoor openings on GL 1 modified04.12.2015DWindow & Louvre openings revised17.12.2015ELouvre`s revised17.12.2015FLouvre revised location18.12.2015GErection marks added14.01.2016HSpring beam modified to the door between GL`s P & Q19.01.2016JAdditional signage support added between GL B & C.08.03.2016K Additional door surround steelwork added between GL Q & R.

STONEHOLME ROAD, CRAWSHAWBOOTH,ROSSENDALE, LANCASHIRE. BB4 8BATEL:- 01706 229 411 FAX:- 01706 228 388website:- http://www.killelea.co.uk email:- [email protected] LIENT:-PRO JEC T NA ME:-PRO JEC T A DD RESS:-

CH K'D:-

DA TE:-DRA W N:-

SC AL E @ A 0:-

C ON TRA C T NUM BER DRA W ING NUM BER REVI SION

DRA WING TITLE:-DRA WING TYPE:- GENERAL ARRANGEMENT

Poc hin Co nstruc tion Ltd

Saml e sburyB. A .E - L ogistic s B uildi ng

Elevation = GL 1

1:30P.R/A.G/C.S 21.10.2015

R.A.

J A MES KILLELEA & C o. Ltd.STRUC TURAL ENG INEERS

C6238 GA[10] K

- DENOTES PURLIN/RAIL JOINT ( SLEEVE REQUIRED)

- DENOTES PURLIN/RAIL JOINT (SLEEVE REQUIRED)

NO

- DENOTES PURLIN/RAIL STAY POSITION

- DENOTES TEMPORARY PROPPING TO SIDERAILS

- KEY TO COLD ROLLED SYMBOLS

- HARD STAMP POSITIONED TO THE 'NORTH' OR 'EAST'

GENERAL NOTES:-- KEY TO SYMBOLS

- DENOTES BEAM IS COMPOSITE DESIGN- DENOTES DIRECTION OF DECKING SPAN

A J

D

D

C

C

B

B

A

A

A

A

A

A

A

A

A

A

HGFEDCB

E

E

K

S

G

G

G

G

F

F

F

F

J

J

D

D

K

K

K

K

RQPNMLK

X1X1

UT

H

H

H

H

1

RQ

SEC TIO N X1 - X1

X2X2

KJ

X3X3

QP

1

KJ

SEC TIO N X2 - X2

1

QP

SEC TIO N X3 - X3

RQ

KPlease read this drawing inconjunction with GA`s 12, 19 & 20

Please refer to J.Killelea Drg G.A 13for the PFC Ring Beam arrangementTemporary propping of siderails (if req`d) is not by J.Killelea & Co Ltd

Issued for Construction

1971

1971

498Shee ting

F ace

463

8000

2No. PFC-200*75*23door post`s fixedto the PFC ring beam.

T.O.Parapet = +15375

T.O.S = +3705

F.F.L = 0

T.O.C = -600

Horiz

onta

l Cla

ddin

gVe

rtica

l Cla

ddin

g)

SR5

SR5

SR5

SR5

SR5

SR1

SR1

744 916

8000 8000

5969 1970

5969 1970

985 459

8000 8000

Please note:

Please refer to G.A`s 19 & 20 for the Horizontalcladding cold rolled arrangements.

25UB

254*

146*

31

25UB

254*

146*

31

25UB

254*

146*

31

25UB

254*

146*

31

25UB

254*

146*

31

25UB

254*

146*

31

1No. Line of CF-CHS139.7*5.0 Eaves Ties

Elevation on Grid Line 1

24060

24060

1085 6452

Opening

Door

2/Plts90

Temporary 150*10Thk Flat Bar Bracing Bolted to the insideFlange Face of the Column.

Vertical cladding:

Siderail System = Double Span System.All Siderails are Kingspan M265065150 U.N.O.

Anti Sag System:Tubular ties @ 1/3 Pointscomplete with 1No. sets of Diagonal tie wires

2No. PFC-200*75*23door post`s fixedto the PFC ring beam.All Glazing/Louvre cold rolled supporting rail

members are Kingspan L265070200.1No. Line of PFC180*75*23Galvanised Ring Beams

- Denotes purlin joint location with a sleeve (Sleeves Mkd SL1 U.N.O.)

- Denotes purlin joint location

Cold Rolled Symbols:

- Denotes stay location (Stay Mkd ST2)

2/Plts90

SR61

47UB

762*

267*

173

93UB406*140*39

58UB406*140*39

LouvreLouvre

GlazingGlazing

FutureGlazing

2740

127

48

49

SR25

SR25

SR62

SR62

SR33

SR33

SR50

54

224

91CF-CHS193.7*6.3 Future

Glazing

165

165

165

165

2955 4060

Horizontal cladding:


Anti Sag System:

To be determined by J.K

SR62

TS11

TS1131

4UB

762*

267*

173

119

UB76

2*26

7*17

3

58UB406*140*39UB406*140*39

LouvreLouvre

GlazingGlazing

FutureGlazing

SR62

SR62

SR33

SR33

54

330PFC-200*75*23

FutureGlazing

123

2740 37

2

SR33

SR33

SR68

SR62

SR62

TS15

54

DT1

TS12

TS11

TS11

TS13

TS15

TS14

DT1

TS12

TS11

TS11

TS13

TS14

8000 8000

Typical Vertical cladding Anti-say system marks U.N.O.(Vertical Bracing located on GL)

250

10010 4020 250 3500 4250 Louvres

10010 4020 Gla zing

456

Openings

Door

2/Plts90

2/Plts90



1085 6456 6459 1085

SR62

382

UB76

2*26

7*17

3

144

UB76

2*26

7*17

3

138UB406*140*39

58UB406*140*39

LouvreLouvre

GlazingGlazing

FutureGlazing

2740

48 127

49

SR33

SR33

SR62

SR62

54

FutureGlazing

2740

386

48

49

SR68

SR33

SR33

SR62

SR62

54

1116 6140

2/Plts90

5200

2/Plts90

SR100

157CF-CHS193.7*6.3

172RSA90*90*10(Behind)

173

PFC

-200

*75*

23

203PFC-260*75*28

167

PFC

-200

*75*

23

160

UB76

2*26

7*17

397CF-CHS168.3*5.0

91CF-CHS193.7*6.3

100

CF-CHS168.3*5.0

155UB406*140*39

Louvre

FutureGlazing

SR33

SR33

SR62

SR62

54

5170

SR33

SR33

SR68

SR62

SR105

54

169PFC-200*75*23

200

8000 8000

(Vertical Bracing located on GL)

25UB

254*

146*

31

25UB

254*

146*

3118

7UB

762*

267*

173

174

UB76

2*26

7*17

3

Horiz

onta

l Cla

ddin

gVe

rtica

l Cla

ddin

g)


T.O.C = -1450


182

PFC

-200

*75*

23

427PFC-260*75*28

178

PFC

-200

*75*

23

4140 993 1085 866

Openings

Door

Door grillage steelwork behind.

4700

SR113

180PFC-200*75*23

4670

2150

252 186

184

200

SR33

SR33

SR62

SR62

54

440 3015

8000 8000

2/Plts90



Anti Sag System:

To be determined by J.K

4250 Louvres

1392

8000 8000

2/Plts90

2/Plts90

25UB

254*

146*

31

25UB

254*

146*

31

25UB

254*

146*

31

25UB

254*

146*

31

25UB

254*

146*

31

25UB

254*

146*

31

25UB

254*

146*

31

1No. Line of CF-CHS139.7*5.0 Eaves Ties

4250 3500 250 Louvres

250

250 3500

All Louvre cold rolled supporting railmembers are Kingspan L265070200.


Horiz

onta

l Cla

ddin

gVe

rtica

l Cla

ddin

g)

LouvreLouvre

187

UB76

2*26

7*17

3

189

UB76

2*26

7*17

3

190

UB76

2*26

7*17

3

1No. Line of PFC180*75*23Galvanised Ring Beams

T.O.C = -1450

- Denotes purlin joint location



- Denotes stay location (Stay Mkd ST2)

SR113

F.F.L = 0

SR62

SR62

SR62

SR62

SR33

SR33

SR68

54

2/Plts90

2/Plts90

SR62

195CF-CHS168.3*5.0

196

CF-CHS168.3*5.0

194CF-CHS193.7*6.3

193

CF-CHS193.7*6.3

SR62

SR62

SR33

SR33

54

SR130

SR62

SR68

SR33

SR33

54

8000 8000


1091 133

362

Please note:

Please refer to G.A`s 19 & 20 for the Horizontalcladding cold rolled arrangements.

254

UC20

3*20

3*46



236UB406*140*46

256UB406*140*46

273UB610*229*113

274CF-CHS193.7*6.3

275

CF-CHS168.3*5.0

195CF-CHS168.3*5.0

197

UB76

2*26

7*17

3

206

UB76

2*26

7*17

3

266

UB76

2*26

7*17

3

241

UB76

2*26

7*17

3

Elevation on Grid Line 1 (Cont)

6140 468 1192 4140 493 1085


5200 SR135

237

PFC

-200

*75*

23

219

PFC

-200

*75*

23

428PFC-260*75*28

204

PFC

-200

*75*

23

171PFC-260*75*28

201

PFC

-200

*75*

23



5170

SR62

SR33

SR33

54

202PFC-200*75*23

200

SR62

4670

429PFC-200*75*23

2150

401

186

431

1000

200

SR141

SR62

SR68

SR33

SR33

54

497

2740 630 630 2740 497

133

6475 1085

K

DETAIL A

2/Plts90

Vertical cladding:



SR62

253PFC-200*75*23(Behind)

253PFC-200*75*23(Behind)

272

CF-CHS193.7*6.3

2600

2600 402 PFC-260*75*28

255 PFC-260*75*28

433 PFC-200*75*23

3000

200

3000

200

SR62

SR62

SR33

SR33

54

2/Plts90

149

2/Plts90

2150

184

186

183

SR62

SR62

SR33

SR33

SR68

54

8000 8000


25UB

254*

146*

31

25UB

254*

146*

31

360

UB25

4*14

6*31

538

F ace

Shee ting



417PFC-260*75*28

301

PFC

-200

*75*

23

473

PFC

-200

*75*

23

409PFC-260*75*28

297

PFC

-200

*75*

23

472

PFC

-200

*75*

23

Horiz

onta

l Cla

ddin

gVe

rtica

l Cla

ddin

g)

236UB406*140*46

328UB406*140*46

307

UB76

2*26

7*17

3

284

UB76

2*26

7*17

3

367

UB45

7*19

1*67

3059

OpeningDoor

425 Brkt

370 Brkt

371 Brkt

371 Brkt

371 Brkt

436 Brkt

443 Brkt

443 Brkt

443 Brkt

438 Brkt

424 Brkt

4140 845 801 4140

SR151

5070

298 PFC-200*75*23

240

200

SR33

SR33

SR151

SR149

54

5070

410 PFC-200*75*23

240

200

SR152

SR152

SR157

SR153

SR153

DT35DT34

326SR178

SR178

SR178

8000

285

630

UC203*2

03*46

RSA200*150*12RSA

200*1

50*12

RSA15

0*75*1

0

RSA15

0*75*1

0RSA150*75*10

RSA150*75*10

PFC200*75*23

PFC200*75*23 PFC20

0*75*2

3

PFC20

0*75*2

3

285345

133 497 2740 630

55138

1

RSA10

0*100

*10

RSA10

0*100

*10

331

345

2740 497 133

381

652

RSA100*10*10

RSA100*10*10

112

766

8000

Door Grillage Support Steelwork

227

PFC

-200

*75*

23

176

PFC

-200

*75*

23

181PFC-200*75*23

T.O.C = -1450

F.F.L = 0

4440 2794

4670

500

227

PFC

-200

*75*

23

176

PFC

-200

*75*

23

430PFC-200*75*23

T.O.C = -1450

F.F.L = 0

Door Grillage Support Steelwork

1042 4440 2518

4670

500

8000

4440

4440


766

150

766

2794

150

2794

4440

4440


1042

150

1042

ST2STAY

2518

150

2518

ST2STAY

3230

565

3000

3000

565

2740

2740

432

RSA

150*

90*1

0

Enlarged Detail A

345

630

K

426

RSA

150*

90*1

0

682

RSA

100*

100*

10

T.O.C = -1450

F.F.L = 0

100285

681

RSA

100*

100*

10

684PFC-150*75*18

685 RSA100*100*10683 RSA100*100*10

2740

2740

687

RSA

100*

100*

1025

4UC

203*

203*

46

255 PFC-260*75*28

630 630

434

RSA

150*

90*1

0

345 285 285 345

689

RSA

100*

100*

10

630

251

RSA

150*

90*1

0

345 285

694

RSA

100*

100*

10

3230

RSA

100*

100*

1068

6

402 PFC-260*75*28

100 570 100

690 RSA100*100*10

688

RSA

100*

100*

10

691PFC-150*75*18

100 285

692 RSA100*100*10

RSA

100*

100*

1069

3

Ascot Prema

10000 x 3863mm Slimline Aluminium Flexface System with Printed PVC Face. To consist of 20mm Threaded Galvanised Rod fixing through existing building envelope, connected to exisiting horizontal cladding rails and vertical building structure I-Beams. Nut and Washer fixing will provide clamping and secure fixing at each joint. Water Seal Protection will be required at each joint.

Fixing: 20mm Threaded Galvanised Rod [N.B: Red dots indicate fixing points for signage system, dots are NTS]


Font: Corporate

Colours: Corporate


Client:

Start Date:

Rev. Number:

Rev. Date:

Drawn By:

Notes:

Colour References:

Drawing Title:

Page Number 5





20.04.16

2

20.04.16

GMcG


Tek

la S

truc

ture

s

DATEREV. VNo. DESCRIPTION OF REVISIONAll comments made incorporated.03.11.2015A Re-issued for Final ApprovalIssued for Construction16.11.2015BHorizontal cladding area in abeyance27.11.2015CHorizontal cladding area updated04.12.2015DWindow & Louvre openings revised17.12.2015EErection marks added14.01.2016FAdditional Personnel Door Added to GL A as Clouded.11.02.2016G Ladder Platform Steelwork Added as Clouded.Additional cold rolled siderails added as clouded08.03.2016H to support the signage frame.

STONEHOLME ROAD, CRAWSHAWBOOTH,ROSSENDALE, LANCASHIRE. BB4 8BATEL:- 01706 229 411 FAX:- 01706 228 388website:- http://www.killelea.co.uk email:- [email protected] LIENT:-PRO JEC T NA ME:-PRO JEC T A DD RESS:-

CH K'D:-

DA TE:-DRA W N:-

SC AL E @ A 0:-

C ON TRA C T NUM BER DRA W ING NUM BER REVI SION

DRA WING TITLE:-DRA WING TYPE:- GENERAL ARRANGEMENT

Poc hin Co nstruc tion Ltd

Saml e sburyB. A .E - L ogistic s B uildi ng

Elevation = GL A

1:25P.R/A.G/C.S 21.10.2015

R.A.

J A MES KILLELEA & C o. Ltd.STRUC TURAL ENG INEERS

C6238 GA[8] H

- HARD STAMP POSITIONED TO THE 'NORTH' OR 'EAST'

GENERAL NOTES:-- KEY TO SYMBOLS

- DENOTES BEAM IS COMPOSITE DESIGN- DENOTES DIRECTION OF DECKING SPAN

DD

13 12 11 10 9 8 7 6 5 4 3a 2 1

A

A

C

C

C

C

B

B

B

B

F

F

F

F

F

F

E

E

A

SEC TIO N A - A

A

SEC TIO N B - B

A

SEC TIO N C - C

3a 2 1

3a 3 2 1

A

SEC TIO N D - D

A

SEC TIO N E - E

A

SEC TIO N F - F

Please refer to J.Killelea Drg G.A 13for the PFC Ring Beam arrangementTemporary propping of siderails (if req`d) is not by J.Killelea & Co Ltd

(Typical Section)

Issued for Construction

1087 Louvres

1087 Gla zing

652

F ace

Shee ting

679 Brkt

679 Brkt

SR28

SR28

SR28

14 Brkt

15 Brkt

15 Brkt

15 Brkt

454 Brkt

451 Brkt

453 Brkt

450 Brkt

452 Brkt

448 Brkt

455 BrktP

P

P

P

P

P

P

6750

Typical Anti-say system marks U.N.O.

Vertical cladding:



1No. Line of PFC180*75*23Galvanised Ring Beams

652Shee ting

F ace

1250 5500

T.O.C = -600

F.F.L = 0


35UB

457*

191*

67

35UB

457*

191*

67

22UB

762*

267*

173

9UB

254*

146*

31

11UB

254*

146*

31

9UB

254*

146*

31

39UB686*254*125

Verti

cal C

ladd

ing

(GL

3a to

13)


- Denotes stay location (Stay Mkd ST1)- Denotes purlin joint location


T.O.S = +13835

15 Brkt

15 Brkt

15 Brkt

15 Brkt

15 Brkt

15 Brkt DT1

15 Brkt

15 Brkt

15 Brkt

SR28

SR28

SR28

DT4

SR34

DT1

SR44

SR20

SR35

SR20

SR44

SR20

DT3

SR44

SR35

SR20

TS1

TS1

SR33

SR23

SR33

SR33

DT3DT1

Brkt42

TS1

SR34

DT3

SR34

SR36

SR36

TS1

TS1

DT2

SR36

TS2

TS1

SR34

DT3

Brkt42

SR32

SR32

SR32

SR36

TS1

TS3

TS1

DT2

SR29

SR36

SR29

SR17

SR29

TS6

TS5

TS4

TS1

TS5

6750 6750

1250 55005500 1250

6750

DT3


41CF-CHS193.7*8.0

9UB

254*

146*

31

9UB

254*

146*

31

12UB

254*

146*

31

10UB

254*

146*

31

9UB

254*

146*

31

9UB

254*

146*

31

9UB

254*

146*

31

21UB

254*

146*

31

10UB

254*

146*

31

9UB

254*

146*

31


2477 4000 273 Louvres

DT1

DT1


30UB

457*

191*

67

26 Porta

lised

Col

umn

UB61

0*30

5*17

9C

/W U

B457

*191

*82

34UB

457*

191*

67

33UB

457*

191*

67

32UB

457*

191*

67

37UB686*254*125

Vertical Cladding (GL 3a to 13)

Elevation on Grid Line A

Louvre

Brkt42

SR34

TS1

TS1

TS1

DT2

TS2

TS1

SR34

SR34

36UB457*191*67

TS1

TS3

TS1

DT2

Brkt42

TS1

TS6

TS4

SR34

SR29

SR29

SR29

SR37

SR37

SR37

43CF-CHS193.7*6.3

41

CF-CHS193.7*8.0

DT3 DT3

SR37

SR32

SR37

SR18

SR32

SR32

44

CF-CHS168.3*5.0

45CF-CHS168.3*5.0

DT3 DT3

Brkt42

2423 1085 3242

Opening

Door

SR40

15 Brkt

15 Brkt

15 Brkt

15 Brkt

15 BrktSR25 SR25

DT4

DT1

SR26

SR25

16 Brkt

15Brkt

15Brkt

DT1

15 Brkt

SR25

SR33

SR33

SR33

DT4

SR14

SR15

TS8

TS8

20PFC-200*75*23

2140

SR8

VR3

SR13

TS7

TS1

18 19

SR37

SR25

TS3

TS3

VR3

DT3

DT1

SR25

SR37

SR33

SR37

SR33

SR33

SR18

DT1

Brkt42

6750 6750 6750 6750


969

OpeningDoor

991 6730 5663

991 12393

1177 4000 1573 Louvres

SR46C

SR42A


F

F

E

E

E

E

E

E


45

CF-CHS168.3*5.0

43

CF-CHS193.7*6.3

44CF-CHS168.3*5.0

28UB

457*

191*

67

31UB

457*

191*

67

29UB

457*

191*

67

38UB686*254*125

Horizontal Cladding (GL 1 to 3a)

Vertical Cladding (GL 1 to 3a)

All Glazing/Louvre cold rolled supporting railmembers are Kingspan L265070200.

GlazingGlazing

Louvre LouvreLouvre

3725 1085

SR39

SR42

SR12

TS8

SR27

SR34

DT3

SR34

SR34

VR3

SR12

TS7

SR22

SR34

DT3

SR32

SR32

SR32

SR38

Brkt42

SR29

SR38

SR29

SR19

SR29

523UB305*165*40 DT6

FOR DETAILS OF THE LADDER BEHINDPLEASE REFER TO J.KILLELEA G.A'S 23 & 24

TS8

DT6

VR3

TS7

SR46B

SR46A

662PFC-200*75*23

660

661

SR46

524UB305*165*40

36UB457*191*67

DT6

Brkt42

SR39

DT6

SR31

SR31

SR31

PP

FutureGlazing

P

PP

P

PP

*TS

*

PP

PP

#

*

#

P

TS

P

*TS

*

24

P

P

P

#

*

#

SR30

SR24

SR30

SR30

P

P

P

P

P

FutureGlazing

**P

TS

P

TS

*

#

P

P

#P

**

TS

VRVR

*23

#

#

SR29

SR29

SR29

6750 5779 7721 6750

HErector Note:

Please use the elevation below for the cold rolled marks to horizontal cladding area

- Denotes Vertical rail - L145070200

*

#

P

- Denotes Vertical rail - L265070200- Denotes Kingspan G140/150

Horizontal cladding (Vertical rails)

- Denotes Tubular StrutTS

VR - Denotes Vertical rail - L265070200



Horiz

onta

l Cla

ddin

g (G

L 1

to 3

a)Ve

rtica

l Cla

ddin

g (G

L 1

to 3

a)

1310

1500

T.O.S = +13835

Verti

cal C

ladd

ing

T.O.C = -600

F.F.L = 0


150

1500

1500

1500

1500

498

F aceShee ting

375

405

1500

1500

1500

780

535

600

1310

1500

1500

1500

1500

780

535

600

375

405

498

F aceShee ting

T.O.S = +13835

Verti

cal C

ladd

ing

Louvre

T.O.C = -600

F.F.L = 0


150

1500

1160

540

1300

1500

1500

T.O.S = +13835

FutureGlazing

Louvre

Glazing

T.O.S = +3705

T.O.C = -600

F.F.L = 0


Verti

cal C

ladd

ing

Horiz

onta

l Cla

ddin

g

660

6095

011

40

498

F aceShee ting

540

1560

1140

1195

215

750

750

750

750

1500

780

535

600

375

405

H

(Cold Rolled marks to horizontal cladding area)Elevation on Grid Line A

PJR1

2PJ

R8

PJR1

3

CL3

VR6

PJR1

0PJ

R12

PJR1

8PJ

R9

PJR1

7PJ

R13

PJR1

6

CL4CL3

CL4

TT1

VR7

R5

VR2

VR8

Erector Note:

Please use Sections E - E & F - F forthe cold rolled cleat marks U.N.O.

PJR8

VR6

SR21

SR7

R1

PJR9

TT3

SR7

SR10

SR9

R1

PJR1

2PJ

R10

SR11

TT1

VR7

R3

VR2

VR8

PJR1

5

PJR1

4

VR1

PJR1

1

VR1

SR11

SR45

PJR1

2

VR4

PJR5

PJR8

VR6

PJR4

TT1

R2

PJR3

PJR2

PJR9

TT1

VR7

R1

PJR1

2PJ

R10

VR2

VR8

VR6

CL4

PJR8

VR5TT1

VR7

R4R1

VR2

VR8

PJR9

PJR18

CL3

CL4

CL3

PJR1

0PJ

R12

PJR1

1

PJR1 VR1

SR43

VR1

PJR1

1

All the vertical rail cleats are to bebolted to the back of the vertical rail

Typical Cleat Orientaitionfor Vertical Rails

Back of Vert Rail

METL-CON-L145070200

METL-CON-L265070200 All the G140/150 rail cleats are to bebolted to the back of the vertical rail

for the G140/150 Vertical RailsTypical Cleat Orientaition

Back of G140/150

1688 1687 1688 1687 1688 1687 1688 1687

R ail Se toutTy pical Ver tical

Horizontal cladding (Vertical rails)

PJR - Denotes Kingspan G140/150VR - Denotes Vertical rail (See elevation)

PJRVRPJRVRPJRVRPJRVRPJRPJR

971

CL1METL-CON-MB1A

CL2METL-CON-MB1B

CL1METL-CON-MB1A

VR7

MET

L-C

ON

-L26

5070

200

VR6

MET

L-C

ON

-L26

5070

200

Siderail (Toes Up)

Siderail (Toes Down)

Siderail (Toes Up)


Siderail (Toes Up)

CL1METL-CON-MB1A CL2

METL-CON-MB1B

CL2METL-CON-MB1B

CL2METL-CON-MB1B CL1

METL-CON-MB1ACL1

METL-CON-MB1ACL2

METL-CON-MB1B

Outside

CL4METL-CON-MTC265

CL4METL-CON-MTC265

CL1METL-CON-MB1A

CL1METL-CON-MB1A

CL3METL-CON-MTC265

CL2METL-CON-MB1B

VR1

MET

L-C

ON

-L14

5070

200

VR8

MET

L-C

ON

-L26

5070

200

VR2

MET

L-C

ON

-L14

5070

200

Siderail (Toes Up)

Siderail (Toes Up)


CL2METL-CON-MB1B

PJR8

MET

L-C

ON

-G14

0/15

0

CL1METL-CON-MB1A

CL2METL-CON-MB1B

PJR9

MET

L-C

ON

-G14

0/15

0

CL2METL-CON-MB1B

CL1METL-CON-MB1A


Siderail (Toes Up)

Siderail (Toes Up)


Siderail (Toes Up)

CL3METL-CON-MTC265

CL2METL-CON-MB1B

CL3METL-CON-MTC265

PJR1

1M

ETL-

CO

N-G

140/

150

CL4METL-CON-MTC265

CL1METL-CON-MB1A

PJR1

0M

ETL-

CO

N-G

140/

150

PJR1

2M

ETL-

CO

N-G

140/

150


Siderail (Toes Up)

Siderail (Toes Up)

Outside

Ascot Prema

10000 x 3863mm Slimline Aluminium Flexface System with Printed PVC Face. To consist of 20mm Threaded Galvanised Rod fixing through existing building envelope, connected to exisiting horizontal cladding rails and vertical building structure I-Beams. Nut and Washer fixing will provide clamping and secure fixing at each joint. Water Seal Protection will be required at each joint. Fixing: 20mm Threaded Galvanised Rod [N.B: Red dots indicate fixing points for signage system, dots are NTS]


Font: Corporate

Colours: Corporate

revision: 2 date: 20 april 2016 · incanton - signage proposal incanton - signage proposal 2.16 2...

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