Basement Level E04, 05 & 06
Transcript of 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
PRECASTSTAIRS/LANDINGS
TO MANUFACTURERSREQUIREMENTS
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
PRECASTSTAIRS/LANDINGS
TO MANUFACTURERSREQUIREMENTS
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
SSL VARIES (LAID TO FALLS)97.800m - 97.875m
250-325Dp RC SLAB
SSL VARIES (LAID TO FALLS)97.800m - 97.875m
250-325Dp RC SLABSSL VARIES (LAID TO FALLS)98.000m - 98.075m
250-325Dp RC SLAB
SSL VARIES (LAID TO FALLS)98.000m - 98.075m
250-325Dp RC SLAB
C03
C03
C03
C03
C03
C03
P2
P7
P13
VENT
100thk S7.5 BLOCKWORK
200thk RC WALL
250thk RC WALL UNDER
200th
k RC
WAL
L UND
ER
200thk RC WALL
250thk RC WALL UNDER
200thk RC WALL
250thk RC WALL UNDER
200thk RC WALL250thk RC WALL UNDER
200thk RC WALL250thk RC WALL UNDER
200thk RC WALL
250thk RC WALL UNDER
L5
250thk RC WALL UNDER
250thk RC WALL UNDER
200thkRC WALLS
200thk RC WALL
250thk RC WALL UNDER
200thk RC WALL
250thk RC WALL UNDER
200thk RC WALL
250thk RC WALL UNDER
200thk RC WALL
250thk RC WALL UNDER
200thk RC WALL
250thk RC WALL UNDER
200thk RC WALL
250thk RC WALL UNDER
200thk RC WALL
250thk RC WALL UNDER
200thk RC WALL
250thk RC WALL UNDER
200thk RC WALL
250thk RC WALL UNDER
200thk RC WALL
250thk RC WALL UNDER
200thk RC WALL
250thk RC WALL UNDER
REFER TO SEPARATE DETAIL FOR STAIR FOUNDATIONINTERACTION WITH BASEMENT SLAB / STRIP FOUNDATION
L5
L5
300x900 RC COLUMN UNDER
1000
200thk RC WALL
250thk RC WALL UNDER
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
775x250 THKCONC. PIER
775x250 THKCONC. PIER
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
250thk RC WALL UNDER
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
250thk RC WALL UNDER
250thk RC WALL UNDER
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
250thk RC WALL UNDER
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
250thk RC WALL UNDER
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