SAMPLE REVIT DRAWINGS-SUNIT K DHINGRA-COMPLETE - CAPITA

11

3

4

5

6

C F L M S

9

7

8

22

2'

3'

A B D NG H I J K L' RQO P

10

E

P175

P184

P186P176 P179

P178 P185P182

P183

P001

P002

P063

P065

P135

P132

P133

P134

P014

P064

P017

P164P161P157

P158 P162 P165

P163

P159

P111

P106

P114 P117

P115P112

P113 P116

P125

P124P118

P119

P120

P121

P122

P123

P160

P148 P154

P153

P056

P058P057

P068

P070P069

P089

P091P090

P101

P103P102

P098

P100P099

P051

P053P052

P044

P046P045

P072 P076

P079

P080

P081

P077P073

P074 P078

P005

P006

P009

P010

P007

P008

P047 P059

P060

P061

P062P049 P050

P071 P075

P048

P097P096

P088

P087

P012

P013

P016P015

P004

P003

P042 P043 P054 P055

P094 P095

P029

P023

P034

P033

P011

P018

P024

P173 P180

P152

P156

P146

P137 P141

P140 P144

P190

P138 P142

P139P143

P108

P109

P107 P110

P104 P105

P085P084

P166

P093

P092

P128

P129

P130

P126 P127

P131

P145 P149

P150

P191

P147

P174

P171

P181

P177

P172

P167

P169

P170

P030

P151

P155

P189

P168

AREA IN ABEYANCE PENDINGUPDATED LAYOUT

1600kN

1750kN

1900kN

7800kN

1950kN

1650kN

1800kN

145kN/m

145kN/m

145kN/m

190kN/m

2000 5125 2375 3565 3935 3400 4250 3400 3400 2757 2757 410 4175 2440 3000 3955 5745 6344 5263

8000

2825

4250

7300

7490

6760

3950

1694

5273

2303

3950

P067 P082 P083P066

P040

P041

P039

P038

P031P019

P188

P020

P021

P187

P035

P196

P028

P027

P025

P026

P022

P037 P036

P194

P198

P192 P193

9536

P197

2160 19600

2474

6

326

1824

2403

4143

1837

30230

2150

3550kN

SUTHERLAND ROW

12

11

1 to 12

1 to 12

1 to 12

1 to 12

Kirkstall Ho

Melrose

Ho

Fonthill Ho

Evesham

Ho

El Sub Sta

• DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS MUST BE CHECKED/VERIFIED ONSITE.

• THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE LATEST ARCHITECTURAL,STRUCTURAL AND BUILDING SERVICES DRAWINGS AND SPECIFICATIONS.

• ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED OTHERWISE, ALL LEVELS IN METRES UNLESSNOTED OTHERWISE.

• ANY DISCREPANCIES NOTED ON SITE ARE TO BE REPORTED TO THE ENGINEERIMMEDIATELY.

• THIS DRAWING MUST NOT BE USED FOR INSTALLATION PURPOSES. THE CONTRACTOR SHALLPRODUCE INSTALLATION DRAWINGS.

PROJECT ISSUER TRADE AREA TYPE LEVEL SEQUENCE REV

Head Office:Elizabeth House,

39 York Road,London, SE1 7NQ.Tel:020 7401 0020Fax:020 7401 0030

www.bouygues−uk.com

DRAWING TITLEALL REVISIONS

PROPOSED STATUS

SCALE BIM FILE NAMEName Signature Date

Designed by

Drawn by

Checked

Approved

ORIGINATOR

FIRST ISSUE DATE

@ A1

NOTES: KEY PLAN: CLIENT LOGO

1 : 100

EBURY CENTRE

PILE LAYOUT

28/08/15

DesignerAuthor

CheckerApprover ECW CAP A21 ALL GA LG 010097 D

ECW-CAP-A21-ALL-01-CTL

PRELIMINARY

1 : 100

PILE LAYOUT

28.08.15 FOR INFORMATION ONLY

HBSDZCJPC

HB MM ZC JPC

CONTIG PILE LOADS (ALL LOADS CHACTARISTICS)

• GRAVITYPOINT / LINE LOADS SHOWN, ARE ACTING AT THE TOPOF THE CAPPING BEAM.

• THE FOLLOWING LATERAL LOADS ON THE WALL IN THETEMPORARY CONDITION- TRAFFIC USAGE = 20kN/m²- EARTH PRESSURE = APPOXIMATELY 3.0m

• MINIMUM OUT OF PLUMB OF 75mm IN THE DESIGN

02.09.15 FOR INFORMATION ONLY HB RG ZC JPC

28.08.1528.08.1528.08.1528.08.15

Rev DATE REVISION HISTORY Dsg Drw Chk AppABCD

DENOTES POINT LOADS

DENOTES LINE LOADS

kN

kN/m

07.09.15 MINOR REVISIONS LAYOUT UPDATED HB RG ZC JPC

02.10.15 SHEET PILE SETTING OUT ADDED HB RG ZC JPC

11

3

4

5

6

C F L M S

2

011200

CLG-01

CLG-06

CLG-06

CLG-03

CLG-03 CLG

-01

CLG-01

CLG-01

CLG-07

CLG-07

CLG-06

CLG-06

CLG-06

CLG-06

CLG-07

CLG-06

CLG-06

CLG-07

200 THK GROUNDBEARING RAMPSLAB

300 THK RC SLABTHROUGHOUT

PC3

PC4

PC4PC2

PC4PC4

PC4 PC4

PC6

PC1

9

ALL RC CORE WALLS TO BE 200 THK

GB0

3G

B03

GB0

3

ALL PILES TO BE 600mm DIAMETERUNLESS NOTED OTHERWISE

STRUCTURE SUBJECT TOARCHITECT & MEP CO-ORDINATION& INTEGRATION

4

011200

3

011200

CULVERT SHOWNINDICATIVELY ONLY

PC1

6

011201

5

011200

7

8

22

2'2'

3'

A B D N

2825

8000

4250

7300

7490

6760

3950

CLG-02

CLG-02

CLG-02

G H I J K L' RQO P

PC4

2000 5125 2375 3565 3935 3400 4250 3400 3400 2757 2757 410 4175 2440 3000 3955 5745 6344 5263

200 THK RCWALL

200 THK RCWALL

150 THK RCFACINGWALL


200 THK RCWALL

200 THK RCWALL

270 THK RCWALL

200 THK RCWALL

CLG-02

?

SSL 3.000

10

200 THK RCWALL

CLG-07

CLG-03

PC4PC2

GB0

3G

B03

PC2

GB0

3G

B03

GB0

2

GB04G

B04

GB04

GB01

GB01GB01

PC7

E

E'

8

011201

PC2

PC6

PC7

PC8

PC2 PC2GB02

10

011201

9

011201

7

011201

PC10

PC9

PC13

GB01

GB05 GB05

GB0

5

GB0

6

CLG-01

11

011201

PC2

PC1

PC2

PC3 PC5

300 RC SLAB TBC

550

GB01 GB01

PC11

PC12

GB02

CLG-06

PC2

PC2

5273

2303

3950

EXISTING RETAINING WALL

SITE BOUNDARY

SITE BOUNDARY

SITE BOUNDARY

SITE

BO

UN

DAR

Y

SITE BOUNDARY

SITE BOUNDARY

895

2

011205

300 THK RCWALL

300 THK RCWALL

1

011205

CLG-07

3

011205

CLG-07

CLG-01

CLG-06

CLG-06

CLG-07

A

010403

460 4715

1

301121

2

301121

1

301120

2

301120

3

301120

4

301120

1

301122

2

301122

1

301124

SSL 3.000

300 RC SLAB TBC

SSL 3.000 m

RC

1

301123

1

301125

2

301125

1

301126

2

301126

3

301126

1

301127

2

301127

1

301128

2

301128

6

C F

9

7

8

A B D

10

CLG-07

GB0

3

PC1

200 THK RCWALL


CONTINUATION OF LOWER GROUND FLOOR

EE'2000 5125 2375 2455 1110 3935

8000

2825

SUTHERLAND ROW

12

11

1 to 12

1 to 12

1 to 12

1 to 12

Kirkstall Ho

Melrose

Ho

Fonthill Ho

Evesha

m Ho

El Sub Sta











PROPOSED STATUS


Designed by

Drawn by

Checked

Approved

ORIGINATOR

FIRST ISSUE DATE

@ A1


1 : 100

EBURY CENTRE

LOWER GROUND FLOOR

18/12/14

RCRGZC

JPC ECW CAP A21 ALL GA LG 010099 D


PRELIMINARY

30.04.1530.04.1530.04.1530.04.15

PILE CAP SCHEDULE

REFERENCE SIZEPC1 900x900x750 DPPC2 2700x900x750DPPC3 2700x1325x750DPPC4 1800x2000x900 DPPC5 SEE PLANPC6 2700x2700x1200DPPC7 4500x2700x1200DPPC8 2500x5800x1200DPPC9 6400x2700x1200 DPPC10 8625x6570x1200 DPPC11 7087x3900x1200DPPC12 SEE PLANPC13 SEE PLANPC14 SEE PLAN

RC RG ZC JCP

RC RG ZC JCP

1 : 100

LOWER GROUND LEVEL

NOTEEXISTING WALL TO BE LOCALLY DEMOLISEDTO FACILITATE THE CONSTRUCTION OF PILECAPS

RC SKD ZC JCPRC SKD ZC JCP

Rev DATE REVISION HISTORY Dsg Drw Chk AppABC

L-GND BEAM SCHEDULE

REFERENCE SIZEGB01 300 x 600 DP RC BEAMGB02 900 x 750 DP RC BEAMGB03 750 x 750 DP RC BEAMGB04 900 x 900 DP RC BEAMGB05 900 x 750 DP CAPPING

BEAMGB06 900 x 740 DP RC BEAMGB-01 550 x 600 DP 200/200 RC

Beam NOTCHEDGB-02 600 x 600 DP 200/250 RC

Beam NOTCHEDGB-03 600 x 600 DP 250/250 RC

Beam NOTCHEDGB-06 200 x 700 DP RC BEAMGB-07 750 x 750 DP RC BEAM

COLUMN SCHEDULE-LGF-G

REFERENCE SIZEC7-01 250 x 500mmC7-02 250 x 600mm

WORK IN PROGRESS

1

3

4

5

6

C F L M S

2

011200

CG-07

9

CG-04

CG-04CG-04

CG-04

CG-04

CG-07

900x750 DEEP RCCAPPING BEAM (TYP)

200 THKRC SLAB

200 THKPRECAST SLAB

200 THK PRECASTSLAB

250 THK PRECASTSLAB

250 THKRCSLAB

200 THKRC SLAB

250 THKRC SLAB

GB-

06

B3

200 THKRAMP SLAB

CONTIG PILEWALL BELOW

CG-11

?

CG-13

CG-11

CG-04ALL RC CORE WALLS TO BE 200 THK

ALL PILES TO BE 600mm DIAMETER

CONCRETE GRADE C32/40 GENERALLYEXCEPT WHERE SPECIFIED


1

011200

4

011200

3

011200

GB5

SSL 6.840

SSL 7.140

SSL 7.470

6

011201

5

011200

250 THKPRECAST SLAB

SSL 7.470

SSL 6.240

250 THKRC SLAB

B8

7

8

22

2'

3'

A B D N

5273

2303

8000

2825

4250

7300

7490

6760

3950

G H I J K L' RQO P

SSL 6.240

CG-08

2000 5125 2375 3565 3935 3400 4250 3400 3400 2757 2757 410 4175 2440 3000 3955 5745 6344 5263

?

?

(WG

-02)

?

?

(W1-19)

?

10

(WG-01) ?

CG-06


900x750 DEEP RCCAPPING BEAM (TYP)PC

PC

= PICKED UP COLUMNPC

CG-02

CG-02

CG-02

CG-02 CG-03

CG-03

CG-03

CG-07CG-07

CG-02

CG-02

CG-07

CG-02

CG-01

CG-07

PC PC

BEAM

UN

DER

900x750CAPPINGBEAM


E

E'

8

011201

GB-02GB-02

EXISTING RETAINING WALL

10

011201

9

011201

7

011201

1650kN

PC

CG-11

11

011201

GB-02 GB-02 GB-02 GB-03 GB-03

GB-02

895

1

011210

2

011205

2

011210

1

011205

3

011205

SUPPORT TO CLADDING BETWEENLOWER GROUND & GROUND FLOORT.B.C BY ARCHITECTS

CG-03

CG-03

706

520400

400

CG-10

GB-01 GB-01

GB-01

GB-01

GB-02 GB-02 GB-02 GB-02

GB-02

GB-03 GB-03

CG-07

CG-07

CG-07

CLG-01

(CU)

CLG-02

(CU)

CLG-02

(CU)

CLG-02

(CU)

(WG-03)

(WG-04)

?

??

?

(W1-15)

(W1-16)

(WG

-02)

CLG-07

?

A

010403

1

301121

GB-07

2

301121

250 THK PRECASTSLAB

1

301120

2

301120

3

301120

4

301120

1

301122

2

301122

1

301124

1

301123

1

301125

2

301125

1

301126

2

301126

3

301126

1

3011272

301127

1

301128

2

301128

1 : 100

GROUND FLOOR

SUTHERLAND ROW

12

11

1 to 12

1 to 12

1 to 12

1 to 12

Kirkstall Ho

Melrose

Ho

Fonthill Ho

Evesha

m Ho

El Sub Sta











PROPOSED STATUS


Designed by

Drawn by

Checked

Approved

ORIGINATOR

FIRST ISSUE DATE

@ A1


1 : 100

EBURY CENTRE

GROUND FLOOR

18/12/14

RCRGZC

JPC ECW CAP A21 ALL GA GND 010100 D


PRELIMINARY

22.04.1522.04.1522.04.1522.04.15

RC RG ZC JCP

RC ADF ZC JCP

RC SKD ZC JCP

RC SKD ZC JCP

Rev DATE REVISION HISTORY Dsg Drw Chk AppABCD

COLUMN SCHEDULE GND-1ST

REFERENCE SIZECG-01 350 x 650mmCG-02 350 x 750mmCG-03 350 x 600mmCG-04 400 x 750mmCG-06 200 x 600mmCG-07 550 x 550mmCG-08 800 x 500mmCG-10 800 x 520mmCG-11 650mm DIACG-13 800mm

WORK IN PROGRESS

BEAM SCHEDULE_GND FLOOR

REFERENCE SIZEGB01 300 x 600 DP RC BEAMGB02 900 x 750 DP RC BEAMGB03 750 x 750 DP RC BEAMGB04 900 x 900 DP RC BEAMGB05 900 x 750 DP CAPPING BEAMGB06 900 x 740 DP RC BEAMGB-01 550 x 600 DP 200/200 RC Beam

NOTCHEDGB-02 600 x 600 DP 200/250 RC Beam

NOTCHEDGB-03 600 x 600 DP 250/250 RC Beam

NOTCHEDGB-06 200 x 700 DP RC BEAMGB-07 750 x 750 DP RC BEAM

1

3

4

5

6

C F L M S

B1-0

7

B1-0

6

B1-0

5

B1-0

4

B1-1

2

B1-11

B1-1

1

B1-09

9

C1-03

C1-03

C1-03


BALCONIES IN ABEYANCE TO BECO-ORDINATED WITH ARCHITECT

DENOTES 200 THKPRECAST SLAB

DENOTES 200 THKPRECAST CANTILEVERSLAB

C1-03

C1-03

7

8

22

2'

3'

A B

D

D N

2825

8000

5273

2303

4250

7300

7490

6760

3950

2000 5125 2375 2440G H I J K L' RQO P

3400 4250 3400 3400 2757 2757 410 4175 3000 3955 5745 6344 5263

C1-03

C1-03

180

THK

RC

WAL

L

180 THK RCWALL

180 THK RCWALL

200

THK

RC

WAL

L

W2

W2

W2

W1

W2

W1W1

W1

W1

180 THK RCWALL

200

THK

RC

WAL

L

10

B1-11

B1-08

RC RC RC

RC

RC

B1-07

B1-07

180x225DP BEAMS

B1-1

4

WAL

L BE

LOW

B1-11

B1-0

7

B1-07

B1-0

5

CG-13(CU

)

CG-08(CU

)

E

E'

3565 3935

C1-01

C1-01

10

011201

B1-01 B1-01

B1-08

B1-01 B1-01 B1-01

B2-08

B1-01

B1-01

B1-01 B1-01 B1-01

B1-0

8

B1-0

8

200 RC INSITU SLAB

B1-08

B1-0

8

B1-0

7

B1-0

5

B1-03

B1-1

0

B1-12

C1-03

B1-07

CG-03(CU

)

B1-03B1-03

C1-06

CG-02(CU

)

CG-02(CU

)

CG-02(CU

)

CG-03(CU

)

CG-04(CU

)

CG-03(CU

)

CG-07(CU

)

CG-07(CU

)

CG-07(CU

)

CG-04(CU

)

CG-01(CU

)

W2 W2 W2

180

THK

RC

WAL

LW

2W

2W

2

W2

W2

180 THK RCWALL

W2

W2

180 THK RCWALL

W2

180 THK RCWALL

W2

W2

W1

W2

2645

W1

W1

W1 W

1

B1-1

1B1

-11

C1-07

1

301121

INTERNAL FINISHES TOARCHITECTS DETAILS ON

F.F.L. = TBCON

1

301103

W2

W2

W2

W2

W2

W1

W1

W1

W1

W1

W2

S.S.L = +11.570

200 RC INSITU SLAB


F.F.L. = TBCON

S.S.L = +11.640

BR1-01_03

BR1-01_03

BR1-01_03

BR1-01_03

?

?

?

?

?

CG-04(CU

)

SC-02

CG-04(CU

)

SC-02

SC-02

SC-02

250mm Pre-Cast Slab

THERMAL BREAK THERMAL BREAK

THERMAL BREAK

THERMAL BREAK2

301103

3

301103

S.S.L = +11.640


F.F.L. = TBCON


F.F.L. = TBCON

200 RC INSITU SLAB

2

301121

250mm Pre-Cast Slab

1

301120

2

301120

3

301120

4

301120

1

301122

2

301122

600 x 400 DP 250/250 RC Beam NOTCHED

CG-03(CU

)

1

301124

1

301123

1

301125

2

301125

1

301126

2

301126

3

301126

1

301127

2

301127

1

301128

2

301128

1 : 100

LEVEL 1 PLAN

SUTHERLAND ROW

12

11

1 to 12

1 to 12

1 to 12

1 to 12

Kirkstall Ho

Melrose

Ho

Fonthill Ho

Evesha

m Ho

El Sub Sta











PROPOSED STATUS


Designed by

Drawn by

Checked

Approved

ORIGINATOR

FIRST ISSUE DATE

@ A1


1 : 100

EBURY CENTRE

LEVEL 01 PLAN

04/08/15

DesignerAuthor

CheckerApprover ECW CAP A21 ALL GA 01 010101 B


PRELIMINARY

22.04.1522.04.1522.04.1522.04.15

RC RG ZC JCP

RC ADF ZC JCP

RC SKD ZC JCP

Rev DATE REVISION HISTORY Dsg Drw Chk AppABC

BEAM SCHEDULE_1ST FLOOR

REFERENCE SIZEB1-01 900 x 900 DP /200 RC Beam

NOTCHEDB1-03 600 x 600 DP /200/250 RC Beam

NOTCHEDB1-04 900 x 1000 DP RC BEAMB1-05 1000 x 1100 DP RC BEAMB1-06 900 x 1100 DP RC BEAMB1-07 700 x 1000 DP RC BEAMB1-08 300 x 600 DP RC BEAMB1-09 500 x 1000 DP RC BEAMB1-10 800 x 1000 DP RC BEAMB1-11 600 x 900 DP RC BEAMB1-12 900 x 900 DP RC BEAMB1-14 450 x 700 DP RC BEAM 1ST FLOORB10-01 600 x 400 DP RC BEAMB10-02 180 x 500 DP RC BEAM

COLUMN SCHEDULE 1ST-2ND

REFERENCE SIZEC1-01 350 x 600mmC1-03 550 x 550mmC1-06 250 x 600mmC1-07 250 x 500mmC10-01 250 x 500mmC10-02 250 x 600mm

SSL 3.000 mLOWER GROUND LEVEL

SSL 6.240 mUTC GROUND LEVEL

SSL 11.640 mUTC LEVEL 1

C F





SSL 29.850 mUTC ROOF

A B D GE2000 5125 2375 3565 3935 3400




C F





SSL 29.850 mUTC ROOF

A B D GE2000 5125 2375 3565 3935 3400

SUTHERLAND ROW

12

11

1 to 12

1 to 12

1 to 12

1 to 12

Kirkstall Ho

Melrose

Ho

Fonthill Ho

Evesham

Ho

El Sub Sta











PROPOSED STATUS


Designed by

Drawn by

Checked

Approved

ORIGINATOR

FIRST ISSUE DATE

@ A1


1 : 100

EBURY CENTRE

BUILDING CROSS SECTIONS

13/10/15

DesignerAuthor

CheckerApprover ECW CAP A21 ALL SEC ZZ 301121 A


PRELIMINARYRev DATE REVISION HISTORY Dsg Drw Chk App

1 : 100

SECTION 1-1 1 : 100

SECTION 2-2

IMP LG ZC JCP13.10.15 PRELIMINARY ISSUEA


1

SSL 7.470 mRESI GROUND LEVEL

SSL 11.570 mRESI LEVEL 1










SSL 43.170 mRESI ROOF

22'2303 3950



3













2'3'

816 4457



3













22'3'

816 4457 2303



34













3'

6674 816

SUTHERLAND ROW

12

11

1 to 12

1 to 12

1 to 12

1 to 12

Kirkstall Ho

Melrose

Ho

Fonthill Ho

Evesham

Ho

El Sub Sta











PROPOSED STATUS


Designed by

Drawn by

Checked

Approved

ORIGINATOR

FIRST ISSUE DATE

@ A1


1 : 100

EBURY CENTRE

BUILDING CROSS SECTIONS

13/10/15

Designer

CheckerApprover ECW CAP A21 ALL SEC ZZ 301120 A



1 : 100

SECTION 1-1

1 : 100

SECTION 2-2 1 : 100

SECTION 3-3

1 : 100

SECTION 4-4

IMP LG ZC JCP13.10.15 PRELIMINARY ISSUEA

F GE

PC10

GB04

200 THK RCWALL

200 THK RCWALL

SSL 3.000 m

TOC 1.600 m

1400 600 THK RC

WALL

600 THK RCWALL

300 RC SLAB TBC300 RC SLAB TBC

3935 3400

575

O P

3.000 m

1.600 m

200 THK RCWALL

200 THK RCWALL

200 THK RCWALL

PC12

1400

3955

100 1440 975

300 RC SLAB TBC

900

3 43'

200 THK RCWALL 200 THK RC

WALL200 THK RCWALL

200 THK RCWALL

300 RC SLAB TBC

600 THK RCWALL

600 THK RCWALL

3.000 m

1.600 m

PC10

1400

816 6674

224 1735 2357

300 RC SLAB TBC

SUTHERLAND ROW

12

11

1 to 12

1 to 12

1 to 12

1 to 12

Kirkstall Ho

Melrose

Ho

Fonthill Ho

Evesham

Ho

El Sub Sta











PROPOSED STATUS


Designed by

Drawn by

Checked

Approved

ORIGINATOR

FIRST ISSUE DATE

@ A1


1 : 50

EBURY CENTRE

LIFT PIT SECTIONS

09/10/15

DesignerAuthor

CheckerApprover ECW CAP A21 ALL SEC LG 011205 A



1 : 50

Section 156

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Section 152

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Section 157

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75

* PILES DESIGNED TO RESIST AN UPWARD FORCEARE TO HAVE THE REINFT. CAGE CONTINUE FORTHE FULL LENGTH OF THE PILE.PILE DESIGN TO BE DONE BY SPECIALIST CONTRACTOR

FOUNDING LEVEL 'X'OF PILE VARIES

PRELIMINARYCUT-OFF LEVELBY PILINGCONTRACTOR

PILE REINF'T.MIN'M. 6 No. BARSWITH STIRRUPS.REINF'T TO PROJECTFROM TOP OF PILEAS DESCRIBED

FINAL CUT-OFFLEVEL BYMAIN CONTRACTOR

FORMATION LEVEL VARIES

SUTHERLAND ROW

12

11

1 to 12

1 to 12

1 to 12

1 to 12

Kirkstall Ho

Melrose

Ho

Fonthill Ho

Evesham

Ho

El Sub Sta











PROPOSED STATUS


Designed by

Drawn by

Checked

Approved

ORIGINATOR

FIRST ISSUE DATE

@ A1


1 : 20

EBURY CENTRE

PILE SCHEDULE

28/08/15

DesignerAuthor

CheckerApprover ECW CAP A21 ALL SCH LG 010098 B


PRELIMINARY

PILE SCHEDULE

Ref. NoVERTICAL LOADS HORIZONTAL LOAD

Cut-Off Level EASTINGS NORTHINGSDEAD & LIVE (kN) ± WIND (kN) WIND OR STABILITY (kN)P160 1750 ±200 30.00 -0.325 528694637 178361334P161 1700 ±300 30.00 -0.325 528693038 178362028P162 1800 ±100 30.00 -0.325 528695333 178362933P163 1800 ±200 30.00 -0.325 528697214 178363675P164 1650 ±300 30.00 -0.325 528692134 178364321P165 1750 ±200 30.00 -0.325 528694429 178365226P166 1150 30.00 2.440 528735857 178336491P167 1750 ±200 30.00 -0.325 528713105 178338655P168 1750 ±300 30.00 -0.325 528713105 178338655P169 1850 ±300 30.00 -0.325 528713105 178338655P170 2150 ±300 30.00 -0.325 528713105 178338655P171 1650 30.00 IN ABEYANCE TBC 528682476 178371439P172 1650 30.00 IN ABEYANCE TBC 528684864 178372380P173 1700 30.00 IN ABEYANCE TBC 528686683 178373097P174 1700 30.00 IN ABEYANCE TBC 528686683 178373097P175 1600 30.00 IN ABEYANCE TBC 528682476 178371439P176 1550 30.00 IN ABEYANCE TBC 528684864 178372380P177 1550 30.00 IN ABEYANCE TBC 528686022 178374772P178 1550 30.00 IN ABEYANCE TBC 528681816 178373113P179 1400 30.00 IN ABEYANCE TBC 528684204 178374055P180 1350 30.00 IN ABEYANCE TBC 528686022 178374772P181 1500 30.00 IN ABEYANCE TBC 528686022 178374772P182 1500 30.00 IN ABEYANCE TBC 528679885 178378010P183 1250 30.00 IN ABEYANCE TBC 528681895 178377835P184 1100 30.00 IN ABEYANCE TBC 528683836 178377633P185 1500 30.00 IN ABEYANCE TBC 528680615 178376363P186 1200 30.00 IN ABEYANCE TBC 528683105 178379280P187 1050 30.00 2.440 528733021 178328766P188 1050 30.00 2.440 528733021 178328766P189 1700 ±200 30.00 -0.325 528691989 178368863P190 1700 ±600 30.00 1.375 528687853 178358947P191 1650 ±600 30.00 1.675 528689209 178361099P192 1550 ±600 30.00 1.375 528691117 178361851P193 1450 ±600 30.00 1.375 528691117 178361851P194 1300 ±250 30.00 1.825 528729788 178327491P196 1200 ±250 30.00 2.440 528731408 178332967P197 900 ±250 30.00 3.775 528722029 178346742P198 900 ±250 30.00 3.775 528725869 178343688

PILE SCHEDULE


Cut-Off Level EASTINGS NORTHINGSDEAD & LIVE (kN) ± WIND (kN) WIND OR STABILITY (kN)P080 1650 ±100 20.00 -0.125 528710103 178337472P081 1550 ±500 20.00 -0.125 528713105 178338655P082 1500 20.00 1.675 528697214 178363675P083 1600 20.00 1.675 528697214 178363675P084 1150 20.00 1.825 528698620 178336545P085 1150 20.00 1.825 528697960 178338219P087 1000 20.00 1.825 528704500 178339830P088 1000 20.00 1.825 528706175 178340491P089 1150 20.00 1.675 528710439 178342172P090 1150 20.00 1.675 528712417 178341985P091 1150 20.00 1.675 528711757 178343659P092 1000 20.00 3.775 528725869 178343688P093 1000 20.00 3.775 528722029 178346742P094 1550 20.00 1.825 528692614 178341486P095 1500 20.00 1.825 528691954 178343160P096 1000 20.00 1.825 528696126 178342871P097 1000 20.00 1.825 528695465 178344545P098 950 20.00 1.675 528701736 178346050P099 950 20.00 1.675 528703714 178345863P100 950 20.00 1.675 528703054 178347537P101 1050 20.00 1.675 528707945 178348498P102 1050 20.00 1.675 528709923 178348311P103 1050 20.00 1.675 528709263 178349985P104 1550 20.00 1.825 528690480 178346898P105 1650 20.00 1.825 528689820 178348572P106 1050 20.00 1.375 528692317 178347622P107 1000 20.00 1.375 528693992 178348282P108 900 20.00 1.375 528695666 178348943P109 1300 20.00 1.375 528691657 178349297P110 1250 20.00 1.375 528693332 178349957P111 1100 20.00 1.375 528695006 178350617P112 1000 20.00 1.375 528699412 178350282P113 1100 20.00 1.375 528701086 178350943P114 1050 20.00 1.375 528702761 178351603P115 1250 20.00 1.375 528698751 178351957P116 1300 20.00 1.375 528700426 178352617P117 1250 20.00 1.375 528702100 178353277P118 900 20.00 1.375 528707129 178351632P119 900 20.00 1.375 528708617 178352219P120 1000 20.00 1.375 528706530 178353152P121 1100 20.00 1.375 528708018 178353739P122 1200 30.00 1.375 528705913 178354716P123 1300 30.00 1.375 528707401 178355303P124 1200 30.00 1.375 528705331 178356191P125 1300 30.00 1.375 528706820 178356777P126 1700 30.00 1.825 528688909 178350882P127 1700 30.00 1.825 528688249 178352556P128 1100 30.00 1.375 528691584 178351936P129 1050 30.00 1.375 528693258 178352596P130 1150 30.00 1.375 528690924 178353611P131 1150 30.00 1.375 528692598 178354271P132 1250 30.00 1.375 528698631 178354715P133 1300 30.00 1.375 528700306 178355375P134 1250 30.00 1.375 528697971 178356390P135 1300 30.00 1.375 528699646 178357050P137 1750 ±600 30.00 1.375 528686477 178356845P138 1700 ±300 30.00 1.375 528688385 178357598P139 1650 ±300 30.00 1.375 528690293 178358350P140 1650 ±600 30.00 1.375 528692201 178359102P141 1650 ±600 30.00 1.375 528685393 178359594P142 1600 ±300 30.00 1.375 528687301 178360347P143 1550 ±300 30.00 1.375 528689209 178361099P144 1500 ±600 30.00 1.375 528691117 178361851P145 1600 ±600 30.00 1.375 528683043 178365282P146 1500 ±300 30.00 1.375 528685225 178363048P147 1400 ±300 30.00 1.375 528689209 178361099P148 1400 ±600 30.00 1.375 528689935 178365080P149 1600 ±600 30.00 1.375 528683043 178365282P150 1650 ±600 30.00 1.375 528683043 178365282P151 1550 ±600 30.00 1.375 528683043 178365282P152 1450 ±300 30.00 1.375 528683043 178365282P153 1350 ±300 30.00 1.375 528685951 178366429P154 1300 ±600 30.00 1.575 528688841 178367622P155 1300 30.00 1.375 528683043 178365282P156 1300 30.00 1.375 528691989 178368863P157 1750 ±300 30.00 -0.325 528693943 178359735P158 1850 ±100 30.00 -0.325 528696238 178360640P159 2000 ±200 30.00 -0.325 528698118 178361382

PILE SCHEDULE


Cut-Off Level EASTINGS NORTHINGSDEAD & LIVE (kN) ± WIND (kN) WIND OR STABILITY (kN)P001 1950 20.00 1.825 528702488 178314808P002 1600 20.00 1.825 528704162 178315468P003 1600 20.00 1.825 528705691 178316071P004 1600 20.00 1.825 528707365 178316731P005 1550 20.00 1.375 528712083 178318376P006 1550 20.00 1.375 528713757 178319037P007 1650 20.00 1.375 528711074 178320935P008 1650 20.00 1.375 528712749 178321595P009 1700 20.00 1.375 528710065 178323493P010 1700 20.00 1.375 528711740 178324153P011 1750 20.00 1.825 528716404 178320080P012 1750 20.00 1.825 528719051 178321124P013 1450 20.00 1.825 528720725 178321784P014 1000 20.00 1.825 528723911 178323040P015 1300 20.00 1.825 528726872 178323643P016 1300 20.00 1.825 528726211 178325318P017 1300 20.00 1.825 528729116 178325093P018 1300 20.00 1.825 528729788 178327491P019 1250 20.00 2.575 528733021 178328766P020 1200 20.00 2.575 528733021 178328766P021 1100 20.00 2.575 528733021 178328766P022 1050 20.00 2.440 528733021 178328766P023 1300 20.00 1.825 528729055 178329352P024 1250 20.00 2.440 528733021 178328766P025 1050 20.00 2.440 528733021 178328766P026 1050 20.00 2.440 528733021 178328766P027 1050 20.00 2.440 528733021 178328766P028 1300 20.00 1.825 528729055 178329352P029 1250 20.00 2.440 528732288 178330627P030 1150 20.00 2.440 528733454 178333774P031 1250 20.00 2.440 528731408 178332967P033 1300 20.00 1.825 528728175 178331692P034 1300 20.00 2.440 528731408 178332967P035 1250 20.00 2.440 528731408 178332967P036 750 20.00 1.825 528728175 178331692P037 950 20.00 1.825 528728175 178331692P038 1000 20.00 2.565 528704500 178339830P039 650 20.00 2.565 528706175 178340491P040 950 20.00 2.565 528706175 178340491P041 650 20.00 2.565 528704500 178339830P042 1700 20.00 1.825 528701374 178318792P043 1700 20.00 1.825 528700713 178320467P044 950 20.00 1.675 528703611 178320642P045 950 20.00 1.675 528705589 178320454P046 950 20.00 1.675 528704929 178322129P047 1750 20.00 1.675 528709829 178326547P048 1700 20.00 1.675 528719402 178322713P049 1700 20.00 1.675 528718201 178325757P050 1700 20.00 1.675 528717001 178328801P051 1100 20.00 1.675 528723659 178328546P052 1250 20.00 1.675 528725637 178328359P053 1250 20.00 1.675 528724977 178330034P054 1650 20.00 1.825 528699195 178324318P055 1600 20.00 1.825 528698535 178325993P056 1000 20.00 1.675 528701432 178326168P057 1000 20.00 1.675 528703410 178325980P058 1000 20.00 1.675 528702750 178327655P059 1750 20.00 1.675 528708825 178329093P060 1700 20.00 1.675 528711150 178330010P061 1650 20.00 1.675 528713476 178330927P062 1650 20.00 1.675 528715801 178331844P063 1050 20.00 1.675 528721887 178333040P064 1300 20.00 1.675 528723865 178332852P065 1300 20.00 1.675 528723205 178334527P066 1500 20.00 1.675 528697214 178363675P067 1500 20.00 1.675 528697214 178363675P068 1100 20.00 1.675 528698741 178332992P069 1250 20.00 1.675 528700719 178332804P070 1300 20.00 1.675 528700059 178334479P071 1500 ±500 20.00 -0.125 528709060 178331304P072 1450 ±200 20.00 -0.125 528710679 178331943P073 1400 ±200 20.00 -0.125 528712876 178332809P074 1400 ±500 20.00 -0.125 528715070 178333674P075 1650 ±500 20.00 -0.125 528707838 178334402P076 1600 ±200 20.00 -0.125 528709457 178335040P077 1550 ±200 20.00 -0.125 528711655 178335907P078 1500 ±500 20.00 -0.125 528713848 178336772P079 1700 ±500 20.00 -0.125 528707100 178336288

Rev DATE REVISION HISTORY Dsg Drw Chk AppAB

28.08.15 FOR INFORMATION ONLY HB MM ZC JPC

28.08.15 REVISED TO SUIT PILE LAYOUT HB RG ZC JPC

HBSDZCJPC 28.08.15

28.08.1528.08.1528.08.15

TYPICAL ELEVATION OF PILE TO RESISTDOWNWARD FORCE ONLY (INDICATIVE)1:20

SAMPLE REVIT DRAWINGS-SUNIT K DHINGRA-COMPLETE - CAPITA

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