25. 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
26. -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
27. 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
28. 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
29. 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