CAMBELL REITH (LONDON) CORK STREET MEWS
CAMBELL REITH (LONDON) CORK STREET MEWS
3
S011
2
S010
325 RC SLAB
BELOW500 RC WALL
NEW FACADE
EXISTING FLOORRETAINED
CA CB CC CD CE CF CG
C1
C2
C3
C4
N1
N2
N3
N4
NANB
NC
ND
NE NF NG
1
S010
RC3RC3
RC3
RC1RC1 RC1
RC1
RC1
RC1
RC1 RC1 RC1
RC1
RC1RC1
RC1RC1
RC1
RC1
RC1
RC1 RC1
RC1
RC6RC6
RC1
belowRC2
RC1
RC3
200
RC
WAL
L
SC2
SC2
SC2
SC1 SC1
SC1 SC1
SC2
SC2
SC2
SC1
SC1
SC1
SB1SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1 SB
1
SB1
SB1
SB1
SB6
SB6
SB1 SB1
SB3
SB3
SB3
SB3
SB4
RC1
BELOW300 RC WALL
STEP
IN S
SL
300 RC SLAB
SSL +20,925 m
1050
dp x
300
RC
BEAM
1050
dp x
300
RC
BEAM
300 RC SLABSSL +20,825 m
MEWS LEVEL TO ALLOWFOR INCOMING POWERCABLES
SSL +21,700 m
325 RC SLABSSL +20,825 m
200
RC W
ALL
STEP IN SSL
BELOW300 RC WALL
BEAM
BEAM
SC2 SC2 SC2 SC2
SB1
EXTENT OF REAR FACADE TO BE RETAINED
SB1 SB1
SB1
SB1
CB
CB
450 STRIP FOOTINGFOUNDED AT 18.730
EXTENT OF REAR WALL TO BE REMOVEDSUPPORT OF NEW TIMBER FLOORON EXISTING WALL T.B.CFOLLOWING OPENING UP
ALL EXISTING JOISTSPANS T.B.CFOLLOWING OPENINGUP WORKS
1050dp x 300 RC BEAM
2
S115
belowRC1
SB1 SB1
3
S115
C
S115
4
S011
EXISTING MANHOLE SIZEUNKNOWN IL 18.730
200 RC SLAB SFL TBC
2
S1164
S116
3
S116
1
S116
RC3INDICATES SPAN OF 150PRE CAST PLANKSDETAILS TBC
RC3
300 RC BEAM BELOW
300
RC
BEA
MBE
LOW
4
S200
COLUMN UNDER
RC3
(BELO
W)
RC3
(BELO
W)
555d
p x
300
RC B
EAM
150x90x10RSA RESIN ANCHOREDTO RC BEAM WITH M12 BOLTS @ 300 C/CIN HILTI HY-150 SSL+ +20,825 m
SSL +20,430 m325 RC SLAB
AS100
SSL +21,500 m350 RC SLAB
740dp x 300 RC BEAM
RC1
RC1
5
S200
6
S200
belowRC3
belowRC3
INDICATES SPAN OF 150PRE CAST PLANKSDETAILS TBC
STEP IN SSL
7
S200
8
S209
RC5
BELO
W30
0 RC
WAL
L
325 RC SLAB
BELO
W30
0 RC
WAL
L
BELOW300 RC WALL2000 2000 2000 2000 2250 2000 20001000100022501000
1250
693
BELO
W20
0 RC
WAL
L
1700 1250 173
1500
2765
175
1299
775
6200
750
800
25
6. Refer to structural philosophy document for further details.
7. Reinforced concreteSlabs : RC 32/40Walls : RC 32/40Columns : RC 50/60
8. All RC core walls to be 250mm thick UNO.
9. Position of new walls & columns against existing structure to bedetermined following opening up, agreement on party wall and postdemolition survey.Allow for limitations on pour heights to avoid excessive hydrostaticforces on existing structures.
10. UKPN details required to develop substation structure.
11. Scheme is prepared without opening up works. Design is subjectto detailed review following investigation works.
12. Temporary works to be coordinated by main contractor to ensureno clashes with permanent works.
13. Openings through ground floor slab to provide connectivitybetween retail units to be agreed.
14. Refer to 10656-S100 for typical notes.
1. ALL STEELWORK TO BE GRADE S355
2. ALL CONNECTIONS TO BE MOMENT RESISTANT
3. ALL STEELWORK PREPARED TO SA 2.5, PRIMED WITH EPOXYZINC PHOSPHATE PRIMER & INTUMESCENT PAINTED
4. ALL EDGE BEAMS & COLUMNS AGAINST EXISTING FACADE TOHAVE RESTRAINT FIXINGS TO TIE IN THE FACADE
5. EXISTING TIMBER FLOORS MAY REQUIRE STIFFENINGSHOULD THEY PROVE LIVELY
SPAN OF 50x250 C24 JOISTS @ 300 CRS. (U.N.O)
100x100x4.0 SHS CROSS BRACINGCB
NEW BOND STREET NOTES:
CD
200
750
750
200
775
1000
200
7
S200
0161 819 306001675 467 484
NOTES
www.campbellreith.com
Status/Revision
CAD filename
Campbell Reith Hill LLP 2006
Drg No.Job No.
C
drawn date
Client
Job Title
C1 checkedscale @ A1
020 7340 170001737 784 500
LONDONREDHILL
Status/Rev
MANCHESTERBIRMINGHAM
Description Date By
00 971 4345 70880117 916 1066BRISTOL DUBAI
1 DO NOT SCALE THIS DRAWING ON PRINT OR ELECTRONICALLY. WORK FROM FIGURED DIMENSIONS ONLY.
2 No deviation from the details shown on this drawing is allowed without Campbell Reith Hill's prior permission in writing.
3 Read this drawing with all Architects, Service Engineers and Campbell Reith Hill's relevant details and drawings.
4 All work is to be in accordance with the relevant specifications issued by Campbell Reith Hill, British Standard Codes of Practice, Statutory requirements and the Contract Documents.
5 DRAWING STATUS:- S :- SCHEME - Outline/Scheme drawings for proposals, budgets etc. D :- DESIGN DEVELOPMENT - Evolving final design drawings for approvals, tenders, billing etc C :- CONSTRUCTION - Fully developed drawings issued under instruction for construction.
ONLY STATUS C DRAWINGS TO BE USED FOR CONSTRUCTION.
Asindicated
CORK STREET MEWSPOLLEN ESTATES
SKD
10656 S100 D6
SEPT.14
GROUND FLOOR PLAN
GROUND FLOOR PLANSCALE 1:200 @ A3
RC COLUMN SCHEDULEREF. DESCRIPTION
RC1 200x800 RC COLUMNRC2 300x300 RC COLUMNRC3 500x500 RC COLUMNRC4 450x450 RC COLUMNRC5 250x600 RC COLUMNRC6 250x800 RC COLUMN
STEEL COLUMN SCHEDULEREF. DESCRIPTION
SC1 UC203x203x46SC2 UC254x254x73
STEEL BEAM SCHEDULEREF. DESCRIPTION
SB1 UB254x146x31SB2 UB305x165x46SB3 UB254x146x37SB4 UB203x102x23SB5 UB457x191x98SB6 UB254x146x43
1 : 50ENLARGED PLAN-A
A
D6 DRAFT STAGE E ISSUE.REVISED TO SUIT CURRENT ARCHITECTSDRAWINGS.
26.08.14 SKD
UN
DER
PIN
NIN
G T
O E
XIST
ING
WAL
L
UNDERPINNING TO EXISTINGWALL & VAULT SLAB
UN
DER
PIN
NIN
G T
O E
XIST
ING
WAL
L
1500DP. PILE CAP
APPROXIMATE LINE OF EXISTING SEWER@ IL = 18.73m (Aprx.)
300 RC WALL
300 RC SLAB
300 RC SLAB
300 RC WALL
NEW BASEMENT EXCAVATION &CONSTRUCTION FOR NEW STAIR/ LIFT CORE
RETAIN SUPPORT TO EXISTINGFACADE
EXTENT OF EXISTING BASEMENTUNKNOWN IN THIS AREA.ASSUME NEW BASEMENTEXCAVATION & CONSTRUCTIONFOR EDF SUB-STATION
UN
DER
PIN
NIN
G T
O E
XIST
ING
WAL
L
CA CB CC CD CE CF CG
C1
C2
C3
C4
N1
N2
N3
N4
NA
NB
NC
ND
NE NF NG
RC1
RC1
RC1
RC1 RC1
RC1
RC3 RC3
RC1RC1
RC3
RC3
RC1
RC1
RC1RC1
RC1RC2
RC1
RC1
RC1
1500DP. PILE CAPSSL +18,310 m
RC1
300 RC WALL
300
RC W
ALL
300 RC SLABSSL +18,240 m
RC3
SC2
SC2
SC2
SC2 SC2
SC2
SC2
SC2
SC2
SC1
SC1
SC1
POTENTIAL REMOVALFOLLOWING A.I.PAGREEMENT OPENINGUP WORKS
CB
SSL +17,360 m300 RC SLAB
SSL +17,120 m
2
S115
RC1
3
S115
4
S115
5
S115
1
S115
.EXTENT OF EXISTINGUNDERPINNING.HATCHED PINS ASSECTION 1/115 OTHERSAS SECTION 4/115
EXISTING MANHOLE SIZEUNKNOWN IL 18.730
2
S116
4
S116
3
S116
1
S116
RC2
RC2 RC2
RC3
RC3
1
S200
2
S200
3
S200
RC3
900
RC
WAL
L (U
ND
ER)
300
AS099
4
S200
RC2 RC2
RC2
5
S200
6
S200
7
S200
8
S209
RC3
RC3
RC5
640
3102
340
1595
2130 2300
3325
3325
1000
1000
5200
5200
13954863
4863
2069
2944
100
100
2165 2515
2385
1974
2385
650
GB1
300 RC SLAB
300 RC SLAB
865
6200
750
800
25
6. Refer to structural philosophy document for further details.
7. Reinforced concreteSlabs : RC 32/40Walls : RC 32/40Columns : RC 50/60Pilecaps & Gnd.Beams : Grade 40
Basement Slab : Grade 40Chemical Class to be determined following site investigation.
8. All RC walls to be 250mm thick UNO.
9. Position of new walls & columns against existing structure to bedetermined following opening up, agreement on party wall and postdemolition survey.
10. Scheme is prepared without opening up works. Design issubject to detailed review following investigation works.
1. ALL STEELWORK TO BE GRADE S355
2. ALL CONNECTIONS TO BE MOMENT RESISTANT
3. ALL STEELWORK PREPARED TO SA 2.5, PRIMED WITH EPOXYZINC PHOSPHATE PRIMER & INTUMESCENT PAINTED
4. ALL EDGE BEAMS & COLUMNS AGAINST EXISTING FACADE TOHAVE RESTRAINT FIXINGS TO TIE IN THE FACADE
5. EXISTING TIMBER FLOORS MAY REQUIRE STIFFENINGSHOULD THEY PROVE LIVELY
SPAN OF 50x250 C24 JOISTS @ 300 CRS. (U.N.O)
100x100x4.0 SHS CROSS BRACINGCB
NEW BOND STREET NOTES:
CD
750
840
840
1000
290
200
200
865
7
S200
0161 819 306001675 467 484
NOTES
www.campbellreith.com
Status/Revision
CAD filename
Campbell Reith Hill LLP 2006
Drg No.Job No.
C
drawn date
Client
Job Title
C1 checkedscale @ A1
020 7340 170001737 784 500
LONDONREDHILL
Status/Rev
MANCHESTERBIRMINGHAM
Description Date By
00 971 4345 70880117 916 1066BRISTOL DUBAI
1 DO NOT SCALE THIS DRAWING ON PRINT OR ELECTRONICALLY. WORK FROM FIGURED DIMENSIONS ONLY.
2 No deviation from the details shown on this drawing is allowed without Campbell Reith Hill's prior permission in writing.
3 Read this drawing with all Architects, Service Engineers and Campbell Reith Hill's relevant details and drawings.
4 All work is to be in accordance with the relevant specifications issued by Campbell Reith Hill, British Standard Codes of Practice, Statutory requirements and the Contract Documents.
5 DRAWING STATUS:- S :- SCHEME - Outline/Scheme drawings for proposals, budgets etc. D :- DESIGN DEVELOPMENT - Evolving final design drawings for approvals, tenders, billing etc C :- CONSTRUCTION - Fully developed drawings issued under instruction for construction.
ONLY STATUS C DRAWINGS TO BE USED FOR CONSTRUCTION.
Asindicated
CORK STREET MEWSPOLLEN ESTATES
SKD
10656 S099 D8
SEPT.14
BASEMENT PLAN
BASEMENT PLANSCALE 1:200 @ A3
RC COLUMN SCHEDULEREF. DESCRIPTION
RC1 200x800 RC COLUMNRC2 300x300 RC COLUMNRC3 500x500 RC COLUMNRC4 450x450 RC COLUMNRC5 250x600 RC COLUMNRC6 250x800 RC COLUMN
STEEL COLUMN SCHEDULEREF. DESCRIPTION
SC1 UC203x203x46SC2 UC254x254x73
1 : 50ENLARGED PLAN-A
A
D8 DRAFT STAGE E ISSUE.REVISED TO SUIT CURRENTARCHITECTSDRAWINGS.
26.08.14 SKD
-01-BASEMENT
18,315
CE
TOC 16,810 TOC 16,745
TOC 18,24015
00
1500
1500
1477
T.O.C 18,31018,310-01-BASEMENT
18,315
C2
TOC 16,810
1500
1525
18,310 18,310
1505
1505
2400
250 RC WALL 250 RC WALL 250 RC WALL
C2
TOC 18,245
TOC 16,7451500
1500
1500
250 RC WALL
300
1495
2400
SSL 18,240
C4
20,430
50
75
1250
75
325
240
T.O.C 17,120
300
EXISTING BUILDING
GROUND BEAM & PILECAP(BEYOND)
17,080
ACCESSCORRIDORBOND STREET HOUSE
BOILER & WATER TANK ROOMS
16,000
CD CE CF CGT.O.C + 20,925
T.O.C + 20,825
T.O.C + 21,700
T.O.C + 17,120
T.O.C + 18,000T.O.C + 18,240
300
300 30
0
350
300
300
1100DP X 800 RC GROUND BEAM
325
300 RC WALL800x200 R.C. COLUMN1050dp x 300 RC BEAM
300 RC WALL
875
T.O.C 21,500
T.O.C. 20,825
325
7
S200
C3 C4
SSL+ 21,500
SSL+ 20,825 SSL + 20,925
SSL + 18,310
SSL + 17,120
1100DP X 800 RC GROUND BEAM
1100DP X 800 RC GROUND BEAM1100DP X 800 RC GROUND BEAM
1100DP X 800 RC GROUND BEAM
300 RC WALL
300
350
300
300
300
300
8
S209
C3 C4
SSL 21,500
SSL 20,925
350
300
575
8
S209
0161 819 306001675 467 484
NOTES
www.campbellreith.com
Status/Revision
CAD filename
Campbell Reith Hill LLP 2006
Drg No.Job No.
C
drawn date
Client
Job Title
C1 checkedscale @ A1
020 7340 170001737 784 500
LONDONREDHILL
Status/Rev
MANCHESTERBIRMINGHAM
Description Date By
00 971 4345 70880117 916 1066BRISTOL DUBAI
1 DO NOT SCALE THIS DRAWING ON PRINT OR ELECTRONICALLY. WORK FROM FIGURED DIMENSIONS ONLY.
2 No deviation from the details shown on this drawing is allowed without Campbell Reith Hill's prior permission in writing.
3 Read this drawing with all Architects, Service Engineers and Campbell Reith Hill's relevant details and drawings.
4 All work is to be in accordance with the relevant specifications issued by Campbell Reith Hill, British Standard Codes of Practice, Statutory requirements and the Contract Documents.
5 DRAWING STATUS:- S :- SCHEME - Outline/Scheme drawings for proposals, budgets etc. D :- DESIGN DEVELOPMENT - Evolving final design drawings for approvals, tenders, billing etc C :- CONSTRUCTION - Fully developed drawings issued under instruction for construction.
ONLY STATUS C DRAWINGS TO BE USED FOR CONSTRUCTION.
1 : 50
CORK STREET MEWSPOLLEN ESTATES
SKD
10656 S200 D1
AUG '14
SUB STRUCTURESECTIONS-SHEET 1
1 : 501-1 200
1 1 : 502-2 200
2 1 : 503-3 200
3
1 : 504-4 200
4 1 : 505-5 200
5
1 : 506-6 200
6 1 : 507-7 S200
7
C3
FB4
FB1
C3
SSL 39,610
UB45
7x19
1x82
450x450 RC COLUMN
325 RC SLAB
FB2
FB4
C2
FB1 FB1
FB5
T.O.S 43,208
CD
SSL 43,215 (T.B.C)
FB6
200 RC SLAB
T.O.S 43,208 SSL 43,215
FB1 200 RC SLABFB3
250 RC WALL
C2
SSL 45,715
SSL 41,412
T.O.S 43,208
200 RC SLAB250 RC WALL
200 RC SLAB
FB1 FB3
FB1 200 RC SLAB
250 RC WALL
FB3
SSL 43,215T.O.C 43,215
C1C2C3
UB45
7x19
1x82
UB20
3x10
2x23
FB2
UB203x102x23
UB457x191x82FB2
FB3
FB3
SSL 39,610
SSL 40,100
SSL 45,715
SSL 40,910
SSL 40,100
800x200 RC COLUMN200 RC WALL
250 RC WALL
250 RC SLAB
250 RC SLAB
815dp x 200w RC BEAM325 RC SLAB
0161 819 306001675 467 484
NOTES
www.campbellreith.com
Status/Revision
CAD filename
Campbell Reith Hill LLP 2006
Drg No.Job No.
C
drawn date
Client
Job Title
C1 checkedscale @ A1
020 7340 170001737 784 500
LONDONREDHILL
Status/Rev
MANCHESTERBIRMINGHAM
Description Date By
00 971 4345 70880117 916 1066BRISTOL DUBAI
1 DO NOT SCALE THIS DRAWING ON PRINT OR ELECTRONICALLY. WORK FROM FIGURED DIMENSIONS ONLY.
2 No deviation from the details shown on this drawing is allowed without Campbell Reith Hill's prior permission in writing.
3 Read this drawing with all Architects, Service Engineers and Campbell Reith Hill's relevant details and drawings.
4 All work is to be in accordance with the relevant specifications issued by Campbell Reith Hill, British Standard Codes of Practice, Statutory requirements and the Contract Documents.
5 DRAWING STATUS:- S :- SCHEME - Outline/Scheme drawings for proposals, budgets etc. D :- DESIGN DEVELOPMENT - Evolving final design drawings for approvals, tenders, billing etc C :- CONSTRUCTION - Fully developed drawings issued under instruction for construction.
ONLY STATUS C DRAWINGS TO BE USED FOR CONSTRUCTION.
1 : 50
CORK STREET MEWSPOLLEN ESTATES
SKD
10656 S208
SEPT.14
ROOF SECTIONS
1 : 50SECTION 5-5
5
1 : 50SECTION 6-6
6
1 : 50SECTION 7-7
7
1 : 50SECTION 8-8
8
1 : 50SECTION 9-9
9
1 : 50SECTION 10-10
10
1 : 50SECTION 11-11
11
1 : 50SECTION 12-12
12
AOV
acce
s s
SmokeExtract
walk way
LiftOverrun
R o o fR o o f
R o o f
Plant Screen
Plant Screen
R o o f B e l o w
Terrace Below
RWO
RWO
RWORWO
RWO
RWO
Plant
AC(20)S07AC(20)S04 AC(20)S06
AC(20)S06 AC(20)S07AC(20)S02 AC(20)S04
AC(20)S10 AC(20)S03
AC(20)S03
AC(20)S05
AC(20)S05AC(20)S01
C(20)S08 AC(20)S08
C(20)S09
AC(20)S09
AC(20)S10 GD F
F GB D
M C
C
E
EA
H H
J
J
K
3
S011
2
S010
CRANKED STEEL MANSARDFRAMES FROM FIFTH FLOORTO COLUMN UNDER
3
S105
CA CB CC CD CE CF CG
C1
C2
C3
C4
1
S010
CRANKED STEEL MANSARDFRAMES FROM FIFTH FLOORTO COLUMN UNDER
150x90x10 RSA TO SUPPORTROOF SLAB
200 RC SLAB
200 RC SLAB
SSL TBC
150thk WATERPROOFING UPSTAND ALL AROUND.REFER TO ARCHITECT'S DRAWING FOR DETAILS
4
S011
2
S106
FB1 FB1 FB1 FB1 FB1 FB3
FB5 FB5 FB6
FB4 FB4 FB4
FB3
FB2
FB2
FB5
FB2
FB1
FB2
FB1
FB2
FB2
FB1
FB2
FB1
FB2
FB2
FB1
FB1
FB2
FB3
FB1
FB1 FB
2
FB1
FB1
FB1
FB2
FB2
FB1
5
S208
6
S208
7
S208
8
S208
9
S208
10
S208
11
S208
12
S208
CE
C2
200mm SLAB
4
S011
10
S208
12
S208
120
4015
015
045
0
250
ROOF FINISHES
ROOF SLAB
FB1 450 140x7 190x10 6 5 43 2 No. @ 300mm c/c TBC
Reference Depth Flange(mm) Flange(mm) (mm) (mm) (kg/m) (kN) U.N.O
Beam Beam Top Bottom Web CF Weld Gross Mass Shear Stud Row Reactions
FB2 450 190x10 220x10 7 5 56 2 No. @ 300mm c/c TBC
FB3 450 190x11 200x12 7 5 59 2 No. @ 300mm c/c TBC
FB4 450 220x10 230x25 25 5 144 2 No. @ 300mm c/c TBC
FB5 450 330x20 330x22 16 5 160 2 No. @ 300mm c/c TBC
FB6 450 420x28 420x30 17 5 244 2 No. @ 300mm c/c TBC
FATSEC BEAM REFERENCE TABLE AT ROOF LEVEL0161 819 306001675 467 484
NOTES
www.campbellreith.com
Status/Revision
CAD filename
Campbell Reith Hill LLP 2006
Drg No.Job No.
C
drawn date
Client
Job Title
C1 checkedscale @ A1
020 7340 170001737 784 500
LONDONREDHILL
Status/Rev
MANCHESTERBIRMINGHAM
Description Date By
00 971 4345 70880117 916 1066BRISTOL DUBAI
1 DO NOT SCALE THIS DRAWING ON PRINT OR ELECTRONICALLY. WORK FROM FIGURED DIMENSIONS ONLY.
2 No deviation from the details shown on this drawing is allowed without Campbell Reith Hill's prior permission in writing.
3 Read this drawing with all Architects, Service Engineers and Campbell Reith Hill's relevant details and drawings.
4 All work is to be in accordance with the relevant specifications issued by Campbell Reith Hill, British Standard Codes of Practice, Statutory requirements and the Contract Documents.
5 DRAWING STATUS:- S :- SCHEME - Outline/Scheme drawings for proposals, budgets etc. D :- DESIGN DEVELOPMENT - Evolving final design drawings for approvals, tenders, billing etc C :- CONSTRUCTION - Fully developed drawings issued under instruction for construction.
ONLY STATUS C DRAWINGS TO BE USED FOR CONSTRUCTION.
Asindicated
CORK STREET MEWSPOLLEN ESTATES
SKD
10656 S106 D3
SEPT.14
ROOF PLAN
ROOF PLANSCALE 1:100
6. Refer to 10656-S100 for typical notes.
7. Mansard / Dormer is a CDP package.
8. Plant screens, plant support, walkways etc associate with rooftop plant is a CDP package.
1 : 100PLANT LIFT OVERRUN
3
D3 DRAFT STAGE `E` ISSUE. 26.08.14 SKD
UPDATED TO ARCHITECT COMMENTS
TYPICAL ROOF BUILD UPSCALE 1:10