revision: 2 date: 20 april 2016 · incanton - signage proposal incanton - signage proposal 2.16 2...
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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 All drawings and written material on this document constitute original and unpublished work of Ascot Sign Systems and must not be duplicated, used or disclosed without prior consent of the company.C
Wincanton - Signage Proposal
Wincanton - Signage Proposal
20.04.16
2
20.04.16
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
Wincanton - Signage Proposal Signage Schedule
Client:
Start Date:
Rev. Number:
Rev. Date:
Drawn By:
Notes:
Colour References:
Drawing Title:
Page Number 3
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 All drawings and written material on this document constitute original and unpublished work of Ascot Sign Systems and must not be duplicated, used or disclosed without prior consent of the company.C
Wincanton - Signage Proposal
Wincanton - Signage Proposal
20.04.16
2
20.04.16
GMcG
Project: Signage Type - Slimline Aluminium Flexface w/ Printed PVC Face
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
Wincanton - Signage Proposal Signage Schedule
Client:
Start Date:
Rev. Number:
Rev. Date:
Drawn By:
Notes:
Colour References:
Drawing Title:
Page Number 4
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
Wincanton - Signage Proposal
Wincanton - Signage Proposal
20.04.16
2
20.04.16
GMcG
Project: Signage Type - Slimline Aluminium Flexface w/ Printed PVC Face
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:
Siderail System = Double Span System.All Siderails are Kingspan M265065150 U.N.O.
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
2No. PFC-200*75*23door post`s fixedto the PFC ring beam.
2No. PFC-200*75*23door post`s fixedto the PFC ring beam.
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)
2No. PFC-200*75*23door post`s fixedto the PFC ring beam.
T.O.C = -1450
179RSA90*90*10(Behind)
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
Horizontal cladding:
Siderail System = Double Span System.All Siderails are Kingspan M265065150 U.N.O.
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.
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 purlin joint location with a sleeve (Sleeves Mkd SL1 U.N.O.)
Cold Rolled Symbols:
- 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
(Vertical Bracing located on GL)
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
2No. PFC-200*75*23door post`s fixedto the PFC ring beam.
2No. PFC-200*75*23door post`s fixedto the PFC ring beam.
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
Door grillage steelwork behind.
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
179RSA90*90*10(Behind)
172RSA90*90*10(Behind)
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:
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
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
(Vertical Bracing located on GL)
25UB
254*
146*
31
25UB
254*
146*
31
360
UB25
4*14
6*31
538
F ace
Shee ting
299RSA90*90*10(Behind)
299RSA90*90*10(Behind)
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
Door grillage steelwork behind.
766
150
766
2794
150
2794
4440
4440
Door grillage steelwork behind.
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]
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
Wincanton - Signage Proposal Signage Schedule
Client:
Start Date:
Rev. Number:
Rev. Date:
Drawn By:
Notes:
Colour References:
Drawing Title:
Page Number 5
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
Wincanton - Signage Proposal
Wincanton - Signage Proposal
20.04.16
2
20.04.16
GMcG
Project: Signage Type - Slimline Aluminium Flexface w/ Printed PVC Face
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:
Siderail System = Double Span System.All Siderails are Kingspan M265065150 U.N.O.
Anti Sag System:Tubular ties @ 1/3 Pointscomplete with 2No. sets of Diagonal tie wires
1No. Line of PFC180*75*23Galvanised Ring Beams
652Shee ting
F ace
1250 5500
T.O.C = -600
F.F.L = 0
T.O.Parapet = +15375
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)
Cold Rolled Symbols:
- Denotes stay location (Stay Mkd ST1)- Denotes purlin joint location
- Denotes purlin joint location with a sleeve (Sleeves Mkd SL1 U.N.O.)
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
All Louvre cold rolled supporting railmembers are Kingspan L265070200.
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
(Vertical Bracing located on GL)
2477 4000 273 Louvres
DT1
DT1
2No. PFC-200*75*23door post`s fixedto the PFC ring beam.
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
(Vertical Bracing located on GL)
969
OpeningDoor
991 6730 5663
991 12393
1177 4000 1573 Louvres
SR46C
SR42A
2No. PFC-200*75*23door post`s fixedto the PFC ring beam.
F
F
E
E
E
E
E
E
All Louvre cold rolled supporting railmembers are Kingspan L265070200.
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
Horizontal cladding:
Siderail System = Double Span System.All Siderails are Kingspan M265065150 U.N.O.
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
T.O.Parapet = +15375
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
T.O.Parapet = +15375
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
T.O.Parapet = +15375
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 Down)
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)
Siderail (Toes Down)
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 Down)
Siderail (Toes Up)
Siderail (Toes Up)
Siderail (Toes Down)
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 Down)
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]
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