3. 3
S011
2
S010
325 RC SLAB
BELOW500 RC WALL
NEW FACADE
EXISTING FLOOR
RETAINED
CA CB CC CD CE CF CG
C1
C2
C3
C4
N1
N2
N3
N4
NA
NB
NC
ND
NE NF NG
1
S010
RC3
RC3
RC3
RC1
RC1
RC1
RC1
RC1
RC1
RC1
RC1
RC1
RC1
RC1
RC1
RC1
RC1
RC1
RC1
RC1
RC1
RC1
RC1
RC6
RC6
RC1
below
RC2
RC1
RC3
200RCWALL
SC2
SC2
SC2
SC1
SC1
SC1
SC1
SC2
SC2
SC2
SC1
SC1
SC1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB1
SB6
SB6
SB1 SB1
SB3
SB3
SB3
SB3
SB4
RC1
BELOW300 RC WALL
STEPINSSL
300 RC SLAB
SSL +20,925 m
1050dpx300RCBEAM
1050dpx300RCBEAM
300 RC SLAB
SSL +20,825 m
MEWS LEVEL TO ALLOW
FOR INCOMING POWER
CABLES
SSL +21,700 m
325 RC SLAB
SSL +20,825 m
200RCWALL
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 FOOTING
FOUNDED AT 18.730
EXTENT OF REAR WALL TO BE REMOVED
SUPPORT OF NEW TIMBER FLOOR
ON EXISTING WALL T.B.C
FOLLOWING OPENING UP
ALL EXISTING JOIST
SPANS T.B.C
FOLLOWING OPENING
UP WORKS
1050dp x 300 RC BEAM
2
S115
below
RC1
SB1 SB1
3
S115
C
S115
4
S011
EXISTING MANHOLE SIZE
UNKNOWN IL 18.730
200 RC SLAB SFL TBC
2
S116
4
S116
3
S116
1
S116
RC3
INDICATES SPAN OF 150
PRE CAST PLANKS
DETAILS TBC
RC3
300 RC BEAM BELOW
300RCBEAM
BELOW
4
S200
COLUMN UNDER
RC3
(BELO
W
)
RC3
(BELO
W
)
555dpx300RCBEAM
150x90x10RSA RESIN ANCHORED
TO RC BEAM WITH M12 BOLTS @ 300 C/C
IN HILTI HY-150 SSL+ +20,825 m
SSL +20,430 m
325 RC SLAB
A
S100
SSL +21,500 m
350 RC SLAB
740dp x 300 RC BEAM
RC1
RC1
5
S200
6
S200
below
RC3
below
RC3
INDICATES SPAN OF 150
PRE CAST PLANKS
DETAILS TBC
STEP IN SSL
7
S200
8
S209
RC5
BELOW300RCWALL
325 RC SLAB
BELOW300RCWALL
BELOW300 RC WALL2000 2000 2000 2000 2250 2000 20001000100022501000
1250693
BELOW200RCWALL
1700 1250 173
1500
2765
175
1299
775
6200750800
25
6. Refer to structural philosophy document for further details.
7. Reinforced concrete
Slabs : RC 32/40
Walls : RC 32/40
Columns : RC 50/60
8. All RC core walls to be 250mm thick UNO.
9. Position of new walls & columns against existing structure to be
determined following opening up, agreement on party wall and post
demolition survey.
Allow for limitations on pour heights to avoid excessive hydrostatic
forces on existing structures.
10. UKPN details required to develop substation structure.
11. Scheme is prepared without opening up works. Design is subject
to detailed review following investigation works.
12. Temporary works to be coordinated by main contractor to ensure
no clashes with permanent works.
13. Openings through ground floor slab to provide connectivity
between 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 EPOXY
ZINC PHOSPHATE PRIMER & INTUMESCENT PAINTED
4. ALL EDGE BEAMS & COLUMNS AGAINST EXISTING FACADE TO
HAVE RESTRAINT FIXINGS TO TIE IN THE FACADE
5. EXISTING TIMBER FLOORS MAY REQUIRE STIFFENING
SHOULD THEY PROVE LIVELY
SPAN OF 50x250 C24 JOISTS @ 300 CRS. (U.N.O)
100x100x4.0 SHS CROSS BRACING
CB
NEW BOND STREET NOTES:
CD
200
750
750
200
775
1000
200
7
S200
0161 819 3060
01675 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 1700
01737 784 500
LONDON
REDHILL
Status/
Rev
MANCHESTER
BIRMINGHAM
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.
As
indicated
CORK STREET MEWS
POLLEN ESTATES
SKD
10656 S100 D6
SEPT.14
GROUND FLOOR PLAN
GROUND FLOOR PLAN
SCALE 1:200 @ A3
RC COLUMN SCHEDULE
REF. DESCRIPTION
RC1 200x800 RC COLUMN
RC2 300x300 RC COLUMN
RC3 500x500 RC COLUMN
RC4 450x450 RC COLUMN
RC5 250x600 RC COLUMN
RC6 250x800 RC COLUMN
STEEL COLUMN SCHEDULE
REF. DESCRIPTION
SC1 UC203x203x46
SC2 UC254x254x73
STEEL BEAM SCHEDULE
REF. DESCRIPTION
SB1 UB254x146x31
SB2 UB305x165x46
SB3 UB254x146x37
SB4 UB203x102x23
SB5 UB457x191x98
SB6 UB254x146x43
1 : 50
ENLARGED PLAN-A
A
D6 DRAFT STAGE E ISSUE.
REVISED TO SUIT CURRENT ARCHITECTS
DRAWINGS.
26.08.14 SKD
4. UNDERPINNINGTOEXISTINGWALL
UNDERPINNING TO EXISTING
WALL & VAULT SLAB
UNDERPINNINGTOEXISTINGWALL
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 EXISTING
FACADE
EXTENT OF EXISTING BASEMENT
UNKNOWN IN THIS AREA.
ASSUME NEW BASEMENT
EXCAVATION & CONSTRUCTION
FOR EDF SUB-STATION
UNDERPINNINGTOEXISTINGWALL
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
RC1
RC1
RC3
RC3
RC1
RC1
RC1
RC1
RC1
RC2
RC1
RC1
RC1
1500DP. PILE CAP
SSL +18,310 m
RC1
300 RC WALL
300RCWALL
300 RC SLAB
SSL +18,240 m
RC3
SC2
SC2
SC2
SC2
SC2
SC2
SC2
SC2
SC2
SC1
SC1
SC1
POTENTIAL REMOVAL
FOLLOWING A.I.P
AGREEMENT OPENING
UP WORKS
CB
SSL +17,360 m
300 RC SLAB
SSL +17,120 m
2
S115
RC1
3
S115
4
S115
5
S115
1
S115
.
EXTENT OF EXISTING
UNDERPINNING.
HATCHED PINS AS
SECTION 1/115 OTHERS
AS SECTION 4/115
EXISTING MANHOLE SIZE
UNKNOWN IL 18.730
2
S116
4
S116
3
S116
1
S116
RC2
RC2
RC2
RC3
RC3
1
S200
2
S200
3
S200
RC3
900
RCWALL(UNDER)
300
A
S099
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
1395
4863
4863
20692944
100
100
2165
2515
2385
1974
2385
650
GB1
300 RC SLAB
300 RC SLAB
865
6200750800
25
6. Refer to structural philosophy document for further details.
7. Reinforced concrete
Slabs : RC 32/40
Walls : RC 32/40
Columns : RC 50/60
Pilecaps & Gnd.Beams : Grade 40
Basement Slab : Grade 40
Chemical 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 be
determined following opening up, agreement on party wall and post
demolition survey.
10. Scheme is prepared without opening up works. Design is
subject 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 EPOXY
ZINC PHOSPHATE PRIMER & INTUMESCENT PAINTED
4. ALL EDGE BEAMS & COLUMNS AGAINST EXISTING FACADE TO
HAVE RESTRAINT FIXINGS TO TIE IN THE FACADE
5. EXISTING TIMBER FLOORS MAY REQUIRE STIFFENING
SHOULD THEY PROVE LIVELY
SPAN OF 50x250 C24 JOISTS @ 300 CRS. (U.N.O)
100x100x4.0 SHS CROSS BRACING
CB
NEW BOND STREET NOTES:
CD
750
840
840
1000
290
200
200
865
7
S200
0161 819 3060
01675 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 1700
01737 784 500
LONDON
REDHILL
Status/
Rev
MANCHESTER
BIRMINGHAM
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.
As
indicated
CORK STREET MEWS
POLLEN ESTATES
SKD
10656 S099 D8
SEPT.14
BASEMENT PLAN
BASEMENT PLAN
SCALE 1:200 @ A3
RC COLUMN SCHEDULE
REF. DESCRIPTION
RC1 200x800 RC COLUMN
RC2 300x300 RC COLUMN
RC3 500x500 RC COLUMN
RC4 450x450 RC COLUMN
RC5 250x600 RC COLUMN
RC6 250x800 RC COLUMN
STEEL COLUMN SCHEDULE
REF. DESCRIPTION
SC1 UC203x203x46
SC2 UC254x254x73
1 : 50
ENLARGED PLAN-A
A
D8 DRAFT STAGE E ISSUE.
REVISED TO SUIT CURRENT
ARCHITECTS
DRAWINGS.
26.08.14 SKD
5. -01-BASEMENT
18,315
CE
TOC 16,810 TOC 16,745
TOC 18,2401500
1500
1500
1477
T.O.C 18,310
18,310
-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
ACCESS
CORRIDOR
BOND 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 + 18,000
T.O.C + 18,240
300
300
300
350
300
300
1100DP X 800 RC GROUND BEAM
325
300 RC WALL800x200 R.C. COLUMN
1050dp 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 BEAM
1100DP 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 3060
01675 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 1700
01737 784 500
LONDON
REDHILL
Status/
Rev
MANCHESTER
BIRMINGHAM
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 MEWS
POLLEN ESTATES
SKD
10656 S200 D1
AUG '14
SUB STRUCTURE
SECTIONS-SHEET 1
1 : 50
1-1 200
1
1 : 50
2-2 200
2 1 : 50
3-3 200
3
1 : 50
4-4 200
4
1 : 50
5-5 200
5
1 : 50
6-6 200
6 1 : 50
7-7 S200
7
6. C3
FB4
FB1
C3
SSL 39,610
UB457x191x82
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 SLAB
250 RC WALL
200 RC SLAB
FB1
FB3
FB1 200 RC SLAB
250 RC WALL
FB3
SSL 43,215T.O.C 43,215
C1
C2C3
UB457x191x82
UB203x102x23
FB2
UB203x102x23
UB457x191x82
FB2
FB3
FB3
SSL 39,610
SSL 40,100
SSL 45,715
SSL 40,910
SSL 40,100
800x200 RC COLUMN
200 RC WALL
250 RC WALL
250 RC SLAB
250 RC SLAB
815dp x 200w RC BEAM
325 RC SLAB
0161 819 3060
01675 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 1700
01737 784 500
LONDON
REDHILL
Status/
Rev
MANCHESTER
BIRMINGHAM
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 MEWS
POLLEN ESTATES
SKD
10656 S208
SEPT.14
ROOF SECTIONS
1 : 50
SECTION 5-5
5
1 : 50
SECTION 6-6
6
1 : 50
SECTION 7-7
7
1 : 50
SECTION 8-8
8
1 : 50
SECTION 9-9
9
1 : 50
SECTION 10-10
10
1 : 50
SECTION 11-11
11
1 : 50
SECTION 12-12
12
7. AOV
access
Smoke
Extract
walk way
Lift
Overrun
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
RWO
RWO
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 MANSARD
FRAMES FROM FIFTH FLOOR
TO COLUMN UNDER
3
S105
CA CB CC CD CE CF CG
C1
C2
C3
C4
1
S010
CRANKED STEEL MANSARD
FRAMES FROM FIFTH FLOOR
TO COLUMN UNDER
150x90x10 RSA TO SUPPORT
ROOF 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
FB2FB5FB2
FB1
FB2FB1
FB2
FB2FB1
FB2FB1
FB2
FB2FB1
FB1
FB2FB3
FB1
FB1
FB2
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
12040150150450
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 LEVEL
0161 819 3060
01675 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 1700
01737 784 500
LONDON
REDHILL
Status/
Rev
MANCHESTER
BIRMINGHAM
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.
As
indicated
CORK STREET MEWS
POLLEN ESTATES
SKD
10656 S106 D3
SEPT.14
ROOF PLAN
ROOF PLAN
SCALE 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 roof
top plant is a CDP package.
1 : 100
PLANT LIFT OVERRUN
3
D3 DRAFT STAGE `E` ISSUE. 26.08.14 SKD
UPDATED TO ARCHITECT COMMENTS
TYPICAL ROOF BUILD UP
SCALE 1:10
