basement level e04, 05 & 06

A A

II

KK

LL

3

5253

RAMP DOWN300 THK RC SLAB

250thk RC WALL

250thk RC WALL

250th

k RC

WAL

L

250th

k RC

WAL

L

1

5253

2

5253

775x250 THKCONC. PIER

ST015256

780

1400

REFER TO DRGS 3121 & 3128 FORPETROL INTERCEPTOR & PUMP SUMP DETAILS.

950

P1

C02 C02

P2P12

C01 C01

P3

P5

P2

C02 C02

P10

C02

C01 C01

C01 C01 C01

C01 C01 C01 C02

P8 P8P5

P1

C01

P5

C01

P8

C01C01

P7

C01

P7

C01 C01 C01

C01 C01

C01 C01

C01 C01 C01

C01

P8 P8

P3

P8

P8

P5

P2 P2

P8

P5

P2

C01

250th

k RC

WAL

L

HATCH DENOTES 180mm RECESS IN COREBASE FOR INSULATION AND 70mm SCREED

780

200thk RC WALL

SSL 97.895 m

600Dp RC BASE

SSL 97.695 m

780

1400

780

250th

k R.C

CAV

ITY W

ALL

SF10

600Dp RC BASE

780Dp RC BASE 780Dp RC BASE

C01

P7

P7P7P7

LIFT

C.J

C.J

C.JC.J

C.J

C.J

C03

C03

C03

LIFT

PRECASTSTAIRS/LANDINGS

TO MANUFACTURERSREQUIREMENTS

20

5257

21

5257

22

5257

23

5257

25

5257

16

5257

4

5254

18

5257

17

5257

6

5254

7

5254

25mm MOVEMENT JOINT 25mm MOVEMENT JOINT

C03

C03

C03

C03

VENT

200thk R.C CAVITY WALL

C03

C03

C03

LIFT

C01

C01

C01

1165

x250

THK

CONC

. PIE

R

775x250 THK CONC. PIER

890x250 THK CONC. PIER

12

5255

P3

P3

SF16

SF16

SF16

SF16

SF15

SF10 SF10SF10SF10SF10SF10SF10250 THK RC RETAINING WALL

OPEN

ING

THRU

WAL

LOP

ENIN

G TH

RU W

ALL

900Dp RC BASE

1185 1865

1100

SF10

SLOP

E DO

WN

HATCH DENOTES 180mm RECESS IN COREBASE FOR INSULATION AND 70mm SCREED

LIFT

250 THK RC RETAINING WALL 250 THK RC RETAINING WALL

PRECAST STAIRS/LANDINGSTO MANUFACTURERS

REQUIREMENTS

SSL VARIES (LAID TO FALLS)98.000m - 98.075m

OPENING THRU WALL OPENING THRU WALL OPENING THRU WALL

ACO DRAIN

400x

125 R

C KE

RB

150x

125

RC K

ERB

200th

k RC

WAL

L

200th

k RC

WAL

L

200th

k RC

WAL

L

200thk RC WALL250thk RC WALL

250thk RC WALL780Dp RC BASE

3500

250th

k RC

WAL

L 200th

k RC

WAL

L

200thk RC WALL

200th

k RC

WAL

L

200th

k RC

WAL

L

250th

k RC

WAL

L

250th

k RC

WAL

L

250thk RC WALL

250thk RC WALL

200thk RC WALL

250thk RC WALL

200thk RC WALL250thk RC WALL UNDER

C03

C03P9

P9

TOC 97.075 m

TOC 97.075 m

200thk RC WALL

200thk RC WALL

200thk RC WALL

250thk RC WALL UNDER

300 THK RC SLAB

SSL 98.325 m

SF10 SF10 SF10 SF10TOC 97.000 m

250thk RC WALL

250th

k RC

WAL

L

250th

k RC

WAL

L

200thk RC WALL

250thk RC WALL

1450

x250

THK

CONC

. PIE

R

300 THK RC SLAB

SSL 97.950 m

300 THK RC SLAB

SSL 97.950 m

C03

C03

TOC 97.075 m

TOC 97.075 m

1225

x250

THK

CONC

. PIE

R

11

5255

10

5255

9

5255

8

5254

OPEN

ING

THRU

WAL

LOP

ENIN

G TH

RU W

ALL

OPEN

ING

THRU

WAL

L

STEP IN RC STRIP FOOTING TO T.O.C. 97.200CONTINUATION SHOWN ON DRAWING 163056-5259

4500

L5

L5

L5

L5

L5

L5

C.J (NOT FULL HEIGHT) C.J (NOT FULL HEIGHT)

L5



DENOTES RA1 (DROPPER) RELIEVING ANGLESYSTEM ABOVE BASEMENT VENT OPENINGS

C.J

C.J

B4

B4

B4

B4

B4 B4

100thk S7.5 BLOCKWORK250thk RC WALL UNDER

DENOTES RA1 (DROPPER)RELIEVING ANGLE SYSTEM ABOVE

BASEMENT VENT OPENINGS

B4 B4

C.J (NOT FULL HEIGHT)

200th

k RC

WAL

L

PRECAST STAIRS/LANDINGSTO MANUFACTURERS

REQUIREMENTS

TOC 97.075 m

TOC 97.875 m

C03

C03

P5

C01C01

5

5254

41

5258

C01

P5

C01

P8

B B

CC

DD

EE

FF

GG

HH

JJ

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21

19

5257

G G G G G G G

G

G

TRENCH

P5

C01

C01

P5

C01

P5

C01

250-325Dp RC SLAB



L5

L5

L5

REFER TO PRIVATE TERRACEBALCONY DETAIL/DRAWING

REFER TO PRIVATE TERRACEBALCONY DETAIL/DRAWING L5

REFER TO PRIVATE TERRACEBALCONY DETAIL/DRAWING

VENT

P11

P7


250-325Dp RC SLAB


250-325Dp RC SLABSSL VARIES (LAID TO FALLS)98.000m - 98.075m

250-325Dp RC SLAB


250-325Dp RC SLAB

C03

C03

C03

C03

C03

C03

P2

P7

P13

VENT

100thk S7.5 BLOCKWORK

200thk RC WALL


200th

k RC

WAL

L UND

ER

200thk RC WALL


200thk RC WALL




200thk RC WALL


L5



200thkRC WALLS

200thk RC WALL


200thk RC WALL


200thk RC WALL


200thk RC WALL


200thk RC WALL


200thk RC WALL


200thk RC WALL


200thk RC WALL


200thk RC WALL


200thk RC WALL


200thk RC WALL


REFER TO SEPARATE DETAIL FOR STAIR FOUNDATIONINTERACTION WITH BASEMENT SLAB / STRIP FOUNDATION

L5

L5

300x900 RC COLUMN UNDER

1000

200thk RC WALL


200thkRC WALLS

GULLEY (TYP.)

P5

C.J

P5

P5

OPEN

ING

THRU

WAL

L

C03P9

TOC 97.075 m

TOC 97.075 m

TOC 97.075 m

OPENING THRU WALL



250

THK

STEP

PED

RC R

ETAI

NING

WAL

L

C02 C02

C03

C03

C03

L2 L2

L2L2

L2

L2

L2

L2

L2

L2

L2

L2

L2

L2

C.J

C.J

C.J

C.J

C.J

C.J

400 THK RC SLAB

SSL 98.325 m

L1

L1

L1

L1

L1

L1

L1

L1

L1

L1

L1 L1 L1 L1

L1

L1

L1

L1

L1

L1

C.J C.J

C.J C.J

C.J

C.J

L1

C.J (NOT FULL HEIGHT) C.J

L1

C.J

C.J

SSL 97.875 m

RAMP

DN

SSL 97.950 m

1100

C03

C03

TOC 97.075 m

250thk RC WALL200thk RC WALL

200th

k RC

WAL

L

250th

k RC

WAL

L

G

G

G

G

G G G G G G

NOTE:

98.0m

97.5m

97.0m

96.5m BUILD UP IN LEAN MIX FILL C12/15CONCRETE TO UNDERSIDE OF RCPAD / SLAB UNLESS SPECIFICALLYSTATED ON STRUCTURAL ELEMENTSTO CONSTRUCT TO LOWER LEVEL.

FORMATION LEVEL SHOWN THUS

SF14

750

1075

700

700

SF14

500Dp RC BASE

STEP IN SOFFIT

250 THK RC RETAINING WALL

REFER TO DRAWING 163056-5259 FOR DETAILSOF WATER TANK ROOM AT LOWER LEVEL

250th

k RC

WAL

L

250thk RC WALL

200thk RC WALLSTOP OF WALLS TOARCHITECT'S DETAILS

TRENCH

TRENCH

TOC 98.225 m

215thk LOADBEARINGBLOCKWORK

215thk LOADBEARINGBLOCKWORK

STEP

250thk RC WALL

STEP TOC 98.225 m

TOC 97.200 m

STEP IN RC STRIP FOOTINGT.O.C. 97.000 TO 97.200

250thk RC WALL

200th

k RC

WAL

L

250th

k RC

WAL

L

250thk RC WALL

250thk RC WALL

13

5255

14

525515

5255

DENOTES RA2 RELIEVING ANGLESYSTEM ABOVE BASEMENT VENT

OPENINGS

SSL 98.075 m


250th

k RC

WAL

L UND

ER

P7

SF10

SF10

SF10

SF10

SF10

SF10

250th

k RC

WAL

L UND

ER25

0thk R

C W

ALL U

NDER

250thk RC WALL

TOC 97.575 m

TOC 97.075 m

TOC 96.575 m

TOC 96.075 m

250

THK

STEP

PED

RC R

ETAI

NING

WAL

L

8292

TRENCH FILL INSTALLEDPREVIOUSLY BY OTHERS TO BEBROKEN OUT FOR EXTENT OFSUNKEN BREAK TANK ROOM

7058TRENCH FILL PREVIOUSLY

INSTALLED BY OTHERS

250th

k RC

WAL

L UND

ER

250th

k RC

WAL

L UND

ER20

0thk R

C W

ALL

250th

k RC

WAL

L UND

ER20

0thk R

C W

ALL

250thk RC WALL UNDER200thk R.C CAVITY WALL250thk RC WALL UNDER

200thk R.C CAVITY WALL250thk RC WALL UNDER

200thk R.C CAVITY WALL250thk RC WALL UNDER

300 THK RC SLAB

SSL 98.325 m

300 THK RC SLAB

SSL 98.325 m

250th

k RC

WAL

L UND

ER20

0thk R

.C C

AVITY

WAL

L

250th

k RC

WAL

L UND

ER20

0thk R

.C C

AVITY

WAL

L25

0thk R

C W

ALL U

NDER

200th

k R.C

CAV

ITY W

ALL

250th

k RC

WAL

L UND

ER20

0thk R

.C C

AVITY

WAL

L

200th

k RC

WAL

L

250th

k RC

WAL

L UND

ER

200thk RC WALL20

0thk R

C W

ALL

200th

k RC

WAL

L

250th

k RC

WAL

L UND

ER

250th

k RC

WAL

L UND

ER

250th

k RC

WAL

L UND

ER

250th

k RC

WAL

L UND

ER

200th

k RC

WAL

L

200th

k RC

WAL

L

200th

k RC

WAL

L

200th

k RC

WAL

L

300 THK RC SLAB

SSL 98.325 m

300 THK RC SLAB

SSL 98.325 m

300 THK RC SLAB

SSL 98.325 m

300 THK RC SLAB

SSL 98.325 m

250th

k RC

WAL

L UND

ER20

0thk R

.C C

AVITY

WAL

L

250th

k RC

WAL

L UND

ER20

0thk R

.C C

AVITY

WAL

L25

0thk R

C W

ALL U

NDER

200th

k R.C

CAV

ITY W

ALL

250th

k RC

WAL

L UND

ER20

0thk R

.C C

AVITY

WAL

L25

0thk R

C W

ALL U

NDER

200th

k R.C

CAV

ITY W

ALL

250th

k RC

WAL

L UND

ER20

0thk R

.C C

AVITY

WAL

L

250th

k RC

WAL

L UND

ER20

0thk R

.C C

AVITY

WAL

L

250th

k RC

WAL

L UND

ER20

0thk R

.C C

AVITY

WAL

L

250th

k RC

WAL

L UND

ER

200th

k RC

WAL

L UND

ER

200th

k RC

WAL

L

200th

k RC

WAL

L

CONCRETE SLAB / BUILD UP BELOW TOESB REQUIREMENTS / SPECIFICATIONS

250th

k RC

WAL

L UND

ER

250th

k RC

WAL

L UND

ER

250th

k RC

WAL

L UND

ER

200th

k RC

WAL

L

200th

k RC

WAL

L

200thk RC WALL

200thk RC WALL

200th

k RC

WAL

L



250th

k RC

WAL

L UND

ER

200th

k RC

WAL

L

200th

k RC

WAL

L

200th

k RC

WAL

L25

0thk R

C W

ALL U

NDER

300 THK RC SLAB

SSL 97.950 m

300 THK RC SLAB

SSL 97.950 m

300 THK RC SLAB

SSL 97.950 m

300 THK RC SLAB

SSL 97.950 m

300 THK RC SLAB

SSL 97.950 m

300 THK RC SLAB

SSL 97.950 m

300 THK RC SLAB

300 THK RC SLAB

SSL 97.950 m

250thk RC WALL UNDER200thk R.C CAVITY WALL

200thk RC WALL


250th

k RC

WAL

L UND

ER20

0thk R

C W

ALL

250th

k RC

WAL

L UND

ER20

0thk R

C W

ALL

250th

k RC

WAL

L UND

ER20

0thk R

C W

ALL

200thk RC WALL

200th

k RC

WAL

L

200thk RC WALL

200th

k RC

WAL

L

200th

k RC

WAL

L25

0thk R

C W

ALL U

NDER

200th

k RC

WAL

L UND

ER


300 THK RC SLAB

SF10

RC WALL AND FOOTING CONTINUATIONSHOWN ON DRAWING 163056-5259

250thk RC WALL

250thk RC WALL25mm MOVEMENT JOINT 25mm MOVEMENT JOINT

250thk RC WALL

1999

0

STAI

RS D

OWN P14

TREN

CH F

ILL P

REVI

OUSL

Y IN

STAL

LED

BY O

THER

S

250-325Dp RC SLAB

ISOLATION JOINT BETWEEN STRUCTURAL PERIMETER RC WALLSAND ESB SUB STATION TRENCH WALLS TO ESB DETAILS / SPEC

780Dp RC BASE

P9

P9

TOW 99.420 m

SLOPE DOWN

SLOPE DOWN

450450 750 750450825

650

550450750850

750

450

450

750

530

530

850650250250340465250250650

530250350350350250 435

350

750

450750750875750450

450

530

530

650

750350

350

550

550

250

650 650 250 350 340 350 250 450 450

650 650

65045

0

450

B13

1025

725

465

350

350

650

G

G GG

GGG

G G

250

250x300 RC COLUMN

200x1400 RC WALL

325-

350D

p RC

CANT

ILEVE

R SL

AB

© COPYRIGHT OF THIS DRAWING IS RESERVED BY DBFLCONSULTING ENGINEERS. NO PART SHALL BE REPRODUCED ORTRANSMITTED WITHOUT THEIR WRITTEN PERMISSION.

ON ORIGINAL

10 20 30 40 50mm015 25

5

NOTES:

PROJECT:

DRG TITLE:

ARCHITECT:

SCALE: FILE REF:

DRG NO:

REV: DATE: DESCRIPTION: BY: CHKD:

DESIGNED:DATE:

PREPAREDCHECKED

NO CHANGES OF WHATSOEVER NATURE ARE TO BE MADE TO ANYDETAILS SET OUT OR CONTAINED IN ANY DBFL SPECIFICATIONSOR DRAWINGS UNLESS THE EXPRESS CONSENT HAS BEENOBTAINED IN ADVANCE, IN WRITING, FROM DBFL.

CLAY FARM PHASE 2EAST VILLAGE PRS

BLOCKS E04,E05 & E06BASEMENT LEVEL

1 : 100

Basement Level E04, 05 & 06163056 - 5201163056 - 5201

STRUCTURAL COLUMN SCHEDULE

REF SIZEC01 300x750 RC COLUMNC02 300x900 RC COLUMNC03 152UC23C04 100x100x10 SHS

FOUNDATION SCHEDULE

REF SIZEP1 5500x5500x1100Dp RC PADP2 5000x5000x1000Dp RC PADP3 4500x4500x900Dp RC PADP5 3500x3500x700Dp RC PADP6 3200x3200x600Dp RC PADP7 3000x3000x600Dp RC PADP8 2500x2500x500Dp RC PADP9 1200x1200x400Dp RC PAD

P10 10000x5000x1000Dp RC PADP11 9000x4500x900Dp RC PADP12 4000x4000x800Dp RC PADP13 4500x2500x500Dp RC PADP14 4400x3600x800Dp RC PAD

1. ALL FLOOR LEVELS AND SETTING OUT TO BE CONFIRMEDAND IN ACCORDANCE WITH ARCHITECTSREQUIREMENTS/DRAWINGS.

2. ALL CONCRETE TO BE IN ACCORDANCE WITH DBFLSTRUCTURAL SPECIFICATION FOR WORKS. DEFAULTCONCRETE GRADE TO BE C30/37 WITH MIN. CEMENTCONTENT OF 320kg/m³ AND A MAX W/C RATIO OF 0.55.EXPOSURE CLASS XC3, XD1. CONSISTENCY CLASS TO BEADVISED BY CONTRACTOR BASED ON METHOD OFPLACEMENT OF CONCRETE. COVER TO STEELREINFORCEMENT TO BE AS NOTED ON R.C. DRAWINGS.MINIMUM COVER TO ALL STEEL REINFORCEMENT TO BE35mm U.N.O.

3. ALL CONCRETE WORKS SHALL BE STRICTLY INACCORDANCE WITH THE DRAWINGS AND STRUCTURALSPECIFICATION FOR WORKS SUPPLIED BY DBFL, THERELEVANT CODES OF PRACTICE AND WITH PART 1 OF THENATIONAL STRUCTURAL CONCRETE SPECIFICATION FORBUILDING CONSTRUCTION (FOURTH EDITION). WHERETHERE IS A CONFLICT BETWEEN THE NSCS AND THE DBFLSPECIFICATION FOR WORKS, THE DBFL STRUCTURALSPECIFICATION FOR WORKS SHALL TAKE PRECEDENCE.

4. FRESH CONCRETE SHALL BE SAMPLED AND CONCRETETEST CUBES SHALL BE MADE, CURED AND TESTED INACCORDANCE WITH THE DBFL STRUCTURAL SPECIFICATIONFOR WORKS.

5. UNDER NO CIRCUMSTANCES SHALL WATER BE ADDED TOCONCRETE TRUCK MIXER DRUM BEFORE DISCHARGE ONSITE. ANY CONCRETE MIX SO MODIFIED WILL BE DEEMEDTO BE NON -CONFORMING AND WILL BE CONDEMNED.

6. ALL FOUNDATIONS, BASES AND THICKENINGS TO BEFOUNDED ON VERY FIRM TO STIFF DENSE BROWN/BLACKCLAY STRATUM. WHERE THIS IS NOT PRESENT ATFORMATION LEVEL THE AREA IS TO BE BROUGHT DOWN INCONCRETE TRENCH FILL TO THIS BEARING STRATUM. ALLFOUNDATION EXCAVATIONS TO BE INSPECTED BY DBFLCONSULTING ENGINEERS. MIN 50mm CONCRETE BLINDINGTO BE PLACED UNDER ALL FOUNDATIONS, BASES ANDTHICKENINGS. REFER TO DBFL STRUCTURALSPECIFICATION FOR WORKS AND DRAWINGS FORCONCRETE BLINDING AND TRENCH FILL SPECIFICATIONS.

7. ALL INSULTATION, WATERPROOFING, FIRE PROTECTION,DAMP PROOFING AND THERMAL BREAKS TO ARCHITECTS,FIRE CONSULTANTS OR SPECIALIST DESIGNERS DETAILS.

8. ALL VENTILATION OPENINGS IN RISING WALLS AND RADONSUMP REQUIREMENTS TO ARCHITECTS OR SPECIALISTDESIGNERS DETAILS/REQUIREMENTS.

9. CORROSION PROTECTION OF INTERNAL STEELWORK TO BEAS FOLLOWS:• STEELWORK TO BE BLAST CLEANED TO

SWEDISH STANDARD SA2.5.• BLAST PRIMER TO BE A TWO PACK EPOXY ZINC

RICH PRIMER APPLIED BY AIRLESS SPRAY TOGIVE A DRY FILM THICKNESS OF 25 MICRONS.

• SITE HOLDING PRIMER TO BE A HIGH BUILD ZINCPHOSPHATE MODIFIED ALKYD PRIMER APPLIEDBY AIRLESS SPRAY TO GIVE A DRY FILMTHICKNESS OF 75 MICRONS.

10. STEELWORK ENCASED IN CONCRETE TO BE LEFTUNPRIMED.

11. CORROSION PROTECTION OF EXTERNAL STEELWORK ANDSTEELWORK IN CONTACT WITH OUTER LEAF (NOTCROSSING CAVITY):• STEEL TO BE SHOT BLASTED TO SWEDISH

STANDARD SA 2.5 WITH IS EN ISO 1461• STEEL TO HAVE A MINIMUM ZINC COATING = 115

MICRONS• STEELWORK CONTRACTOR TO PROVIDE DETAILS

OF BATCH TO THE GALVANISING CONTRACTORAND UPON RECEIPT OF THIS THE GALVANISINGCONTRACTOR WILL DETERMINE THE MAX. ZINCCOAT THICKNESS ACHIEVABLE.

• CERTIFICATE OF COMPLIANCE TO BE PROVIDEDBY THE GALVANISING CONTRACTOR GIVINGAVERAGE ZINC THICKNESS ACHIEVED.

12. ALL STEELWORK BELOW GROUND LEVEL TO BE ENCASED IN100mm THICK CONCRETE. STEELWORK TO BE CLEANED BYWIRE BRUSHING TO REMOVE ALL LOOSE MILL SCALE. ALLTO BE IN ACCORDANCE WITH THE DBFL DRAWINGS ANDSTRUCTURAL SPECIFICATION FOR WORKS.

13. VERTICAL MOVEMENT JOINTS TO OUTER LEAF BLOCKWORK& BRICKWORK (WHERE NOT NOTED ON DRAWINGS) TO BEPROVIDED AT A MAXIMUM 6.0m AND 12.0m RESPECTIVELYUNLESS SPECIFICALLY AGREED OTHERWISE WITH DBFL.

14. MASONRY SUPPORTS SYSTEM (WHERE NOT NOTED ONDRAWINGS) TO BE PROVIDED IN AREAS WHEREBRICK/BLOCK ELEVATIONS EXCEED 3 STOREYS IN HEIGHT.LEVEL OF MASONRY SUPPORT SYSTEMS TO ARCHITECTSDETAILS/REQUIREMENTS.

15. ALL BLOCKWORK TO BE GROUP 1 (S7.5) FMDR U.N.O. ALLMORTAR TO BE M4 (ABOVE GROUND) AND M6 (BELOWGROUND) U.N.O OR SPECIFICALLY AGREED WITH DBFLCONSULTING ENGINEERS.

16. ALL INTERNAL STEEL BEAMS, STEEL COLUMNS AND STEELANGLES TO HAVE ALL EXPOSED FACES COATED ININTUMESCENT PAINT, UNLESS SPECIFICALLY AGREEDOTHERWISE WITH ARCHITECT/FIRE CONSULTANT.

17. ALL PRECAST FLOOR SLAB UNITS TO BE PROVIDED WITH ATLEAST 2 No. BROKEN CORES PER END TO ALLOW FOR TYINGREQUIREMENTS. ALL SLABS TO BE BEDDED AND JOINTSFILLED IN ACCORDANCE WITH PRECAST MANUFACTURERSSPECIFICATIONS. PROPPING REQUIREMENTS FOR PRECASTSLAB UNITS TO PRECAST MANUFACTURERSREQUIREMENTS/SPECIFICATION. DESIGN ANDCERTIFICATION OF PRECAST FLOORING UNITS BYSPECIALIST DESIGNER.

18. STEEL BEAMS TO HAVE 175mm END BEARING U.N.O. ENDBEARING AT PARTY WALLS TO BE 150mm MINIMUM U.N.O.

19. CONCRETE PADSTONES (450x215x215mm) TO BE PROVIDEDUNDER ALL STEEL BEAM BEARINGS (BLOCKWORK WALLSONLY – IF/WHERE APPLICABLE)

20. BED JOINT REINFORCEMENT TO BE INSTALLED AT EVERYCOURSE WHERE SOLDIER COURSES ARE SPECIFIED ONARCHITECTS DRAWINGS.

21. WALL TIES - GENERAL ·• PLACED AT 225mm VERTICAL CRS AT BOTH

SIDES OF CONTROL JOINTS AND MOVEMENTJOINTS

• RED ANCON UNI INSULATION CLIPS, OREQUIVALENT, TO BE PROVIDED (CONFIRM WITHARCHITECTS DETAILS).

• ANCON PPS DE-BONDING TIES, OR EQUIVALENT,TO BE PLACED AT 450mm VERTICAL CRS. ATVERTICAL JOINTS AND RETURNS IN OUTER LEAF.

22. WALL TIES - RC WALL TO OUTER LEAF ·• BEVER ZM NEEDLE TIES (225mm LONG MIN), OR

EQUIVALENT.• 450x450mm STAGGERED CRS (CROSS-PATTERN)

AND AT 225mm VERTICAL CRS. AT WINDOW &DOOR JAMBS.

23. WALL TIES - BLOCKWORK WALL TO OUTER LEAF ·• STAIFIX RT2 WALL TIES (225mm LONG MIN), OR

EQUIVALENT.• 450x450mm STAGGERED CRS (CROSS-PATTERN)

AND AT 225mm VERTICAL CRS. AT WINDOW &DOOR JAMBS.

24. ALL STRUCTURAL TIMBER TO BE A MINIMUM OF GRADE C16U.N.O. ALL STRUCTURAL TIMBERWORK TO BE INACCORDANCE WITH DBFL DRAWINGS AND STRUCTURALSPECIFICATION FOR WORKS.

MASONRY OUTERLEAF VERTICAL CONTROLJOINTS ARE PLACED AS FOLLOWSBLOCKWORK - 6 METRES CENTRESBRICKWORK - 8 METRES CENTRES

ALL VENTILATION OPENINGS IN BASEMENTWALLS AND PODIUM SLAB TO ARCHITECTSREQUIREMENTS

163056 - 5250 C5

JKDJAPL

JKISSUED FOR CONSTRUCTION APL

CONSTRUCTION

STRIP FOUNDATION SCHEDULE

REF SIZESF1 3400x400Dp RC STRIP FOOTINGSF2 3000x400Dp RC STRIP FOOTINGSF3 2600x400Dp RC STRIP FOOTINGSF4 2400x400Dp RC STRIP FOOTINGSF5 2200x400Dp RC STRIP FOOTINGSF6 2000x400Dp RC STRIP FOOTINGSF7 1800x400Dp RC STRIP FOOTINGSF8 1600x400Dp RC STRIP FOOTINGSF9 1500x400Dp RC STRIP FOOTING

SF10 1200x400Dp RC STRIP FOOTINGSF11 2800x450Dp RC STRIP FOOTINGSF12 3400x500Dp RC STRIP FOOTINGSF13 3200x500Dp RC STRIP FOOTINGSF14 2400x500Dp RC STRIP FOOTINGSF15 2500x600Dp RC STRIP FOOTINGSF16 1200x600Dp RC STRIP FOOTING

C1

STRUCTURAL BEAM SCHEDULE

REF SIZEB1 600x800 RCBB2 UC203x203x71B3 203x203x46

B3a 203x203x46 (AS PER TYP. DETAIL)B3b 203x203x46 (AS PER TYP. DETAIL)B4 150x150x12 RSAB5 80x80x8 SHSB6 100x100x10 SHSB7 400x575 RCBB8 PFC200x75x23B9 UC 203x203x60

B10 200x150x12 UEAB11 300x300 RCBB12 200x650 RCBB13 250x1000 RCB

LINTEL SCHEDULE

TYPEREF

100x65 DP. KILLESHAL PRECASTCOMPOSITE LINTELINNER LEAF - 200 RC WALL

KEYSTONE SB/K LINTELINNER LEAF - 200 RC WALL

KEYSTONE SL/K LINTELINNER LEAF - 200 RC WALL

STEELITE L25/J LINTELINNER LEAF - 200 RC WALL

KEYSTONE RB/K-150 LINTELINNER LEAF - 200 RC WALL

L1

L2

L3

L4

L5

RELIEVING ANGLE SCHEDULE

TYPEREF

TITAN 14 MASONRY SUPPORTSYSTEM

TITAN 10 MASONRY SUPPORTSYSTEM

IG WMS SYSTEM (20kN/m SLS)

IG WMS SYSTEM (24kN/m SLS)

RA1

RA2

RA3

RA4

1:100

BALCONY SCHEDULE

SUSPENDED STEEL BALCONIESAS PER SEPARATE DETAIL

BALCONY TERRACE AS PERSEPARATE DETAIL

01.04.21

APRIL 2021

JKENERGY CENTRE LEVEL REVISEDC2 APL12.04.21JKREVISIONS AS SHOWNC3 APL09.06.21JKREVISIONS AS SHOWNC4 APL11.06.21JKREVISIONS AS SHOWNC5 APL26.08.21

basement level e04, 05 & 06

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