SAMPLE REVIT DRAWINGS-SUNIT K DHINGRA-COMPLETE - WATERMANS

14

9 8 7 6 5 4

15

16

17

18

19

20

21

22

23

G

F

E

D

C

24

27

B

BRACING ELEVATION'N'

BRACING ELEVATION'A'

BRACING ELEVATION'B'

BRACING ELEVATION'C'

BRACING ELEVATION'D'

BRACING ELEVATION'E'

BRACING ELEVATION'F'

BRACING ELEVATION'H'

BRACING ELEVATION'J'

BRACING ELEVATION'G'

BRACING ELEVATION'K'

BRACING ELEVATION'P'

3

400601

60415

170415

160415

150415

130415

100415

90415

80415

70415

30415

40415

110415

120415

140415

20415

10410

20410

30410

40410

50410

20605

20604

10604

200603

10605

200604

170603

100602

180603

190603

140602

150602

170602

180605

10607

20607

PG28

PG24

PG28

PG25

PG25

PG05

PG09

PG09

PG05PG28PG27PG53PG42

5B

5B

5B

PG82

5B

5B

5B 5B

PG82

PG05

5B

PG82PG

04PG05

PG05

PG05

PG82

PG82 PG82

PG109

AC

AC

PG82

PG82

PG82

BE

BE

5B

PG82

PG04 PG04

PG82

PG82

PG05

PG05

5B

PG05

BE

BE

BE

5B

PG10

9

PG04 PG04

PG05

PG05

PG05

PG05

PG82

PG82PG82

5B5B

PG82

5B

PG82

5B

5B

5B

PG24

PG27

PG24

PG27

PG27

PG27

PG24

PG24-C

PG24-C

PG05

PG05

PG05

PG24

PG05PG

05PG05 PG05

PG05 PG

05

PG05

PG05

PG05

PG05 PG

05PG29

SSL +8.425 m

SSL +8.425 m

SSL +8.425 m

VB

VB

VBVB

VB

VB

VB

VB VB

VBVB

VB

VBVB

VB

VBVB

VB

VB

VB

VB

Stair Core

Fire Lift 1

Goods Lift

PG05PG05

PG05

CB

5B5B5B

PG24

AB

BE

EA3A

Corus Comflor®CF51 1.2

EA3A


TOS +8.275 m

EA3A

TOS +8.275 m

EA3A

TOS +8.425 m

AB

PG39

PG39

PG108

PG39

B2 79

B2 80

B2 81

B2 82

B2 83

B2115

B2116

B2101 B2100 B2 77

B2 76

B2 75

B2114B2112

B2111 B2113

B2 93B2 91

B2106

B2109

B2110

B2104

B2108

B2105

B2 85

B2 86

B2 44

B2 46

B2 48

B2 50

B2 89 B2 92B2 90 B2 94

B2111

B2110

B2 78

B2 79

B2 80

B2 81

B2 82B2 83

B2103B2115

B2116

B2101 B2100 B2 77

B2 99

B2 76

B2 75

B2 98B2114B2112

B2111 B2113 B2 97

B2 74

B2 73

B2 96

B2 93B2 91

B2107 B2109

B2110

B2104

B2108

B2 84

B2 85

B2 86

B2102

B2 44

B2 46

B2 48

B2 50

B2 89 B2 92B2 90 B2 94

B2111

B2110

B2119



B2 95

SSL +7.780 m

AB

AB

AB

RHS2

2F

RHS2

2F

RHS2

2F

RHS2

2F

RHS2

2F

RHS2

2F

* *

**

*

*

*

*

*

*

*

*

*

*

**

*

*

**

*

*

* **

*

*

*

*

*

CB

5A5B

149

150

200

150

4865

835

300

1570

150

3630

275

1398

150

585

1135

150

4715

1910181340018772285354170330013591123300476150951300039442001856894300102815023261303

973200285020017771073350465216

150

985

150

150

4400

150

200

1100

950

150

200

1100

1050

150

200

1100

1050

150

150

3300

150

150

1050

1100

200

7529

5075

75 125

1300

1200

1050

2540

2060

1400

2197

16851502238200270020028502001777107320028502751602

150

1050

1700

150

1100

1050

150

150

1050

1100

200

1001827110339845002295209

1400

130

3590

150

3055

67

4715

150

1090

150

150

150

150

150

1517

100 2050 400 2700 200

238

2050

1812 2002001856844200

75

75 375

1023

77

939105

150

1050

2400

150

3765

1035

2550

1073

184

1949

18771173

1517

59933452056

45

150 150

150150 2482

150

1090

45

150 150

150150

3450

2030

1570

150

835

300

3005017634001877

200150 100100 100100 200200

200

2276

2150

2150

75 200 100100 100100 100100 100100 75 75

150150 204

200 200

1875299

1720

SSL +8.425 m

SSL +8.425 m

150mm ThickRC Structural

Slab

2020

3

450

150

150

315

235

270 55

0

820

313

595

1250


AB

PG01 - Indicates steel beam and beamreference. Top Flange to be -150S.S.L. level, unless noted otherwise onthe Beam.

- Denotes steel shelf angle tosupport metal deck edge and sizereference. See local sections forangle orientation. Level to bearing face.

Beam Legend:

VB - Indicates vertical cross bracing bay.Refer to Bracing Elevation drawing Nos.0550 to 0552

- Indicates 250mm dia. service holethrough beam web. Hole to be atmid depth unless noted otherwise.Typically holes at 500mm centres,unless noted otherwise.

- Indicates rectangular service holethrough beam web. Size 500x250mmDeep. Hole to be at mid depth,unless noted otherwise.




- Denotes steel support plates tometal deck edges and solid rc slabs.See local sections for size and levelsto bearing face.

PG01

EA3ATOS +25.250

RHS89D

FLT350-25TOS +7.735

PG07 - Indicates upstand steel beam and beamreference. Upstand Beam level shown asTOB/TOBF (Top of Bottom Flange) unlessnoted otherwise. Refer to relevant sections.

TOBF=19.950

- Denotes Span Direction, Thickness and Type of New Floor Construction Floors noted as (NWC)/(LWC) to be metal deck concrete slabs.

B2100 - Denotes Column Founding Leveland Individual Reference Number.Refer to Drawing Nos. STR-10614-23-0600 to 0606

- Indicates 1500mm Width Area designed for 7.5 kN/m² 1500mm WIDE

- Denotes Concrete Upstands

- Denotes Steel Column with 50mm min. Concrete Encasement.

- Denoted beams shall be `NOT INTUMESCENT PAINTED` (NIP)

For Fireproofing to these beams refer toArchitects Details.

*

aterman

Scales @ A0

Drawn By

Designed By Checked By

Date

Project No

Drawing Status

Client

Title

Project

Amendments

DescriptionRev Date By

GENERAL NOTES

Works Order No

Pickfords Wharf Clink Street London SE1 9DGUnited Kingdom

t +44 20 7928 7888 f +44 3333 444 [email protected] www.watermangroup.com

This drawing should not be scaled. Dimensions to be verified on site.Any discrepancies should be referred to the Engineer prior to work being put in hand.This drawing is the property of Waterman Structures Limited and the drawing is issued

on the condition that it is not copied, reproduced, retained or disclosed to anyunauthorised person, either wholly or in part without the consent in writing of

Waterman Structures LimitedPickfords Wharf Clink Street London SE1 9DG United Kingdom

t +44 20 7928 7888 f +44 3333 444 501

Publisher Zone Category Number Revision

As indicated

33 KING WILLIAM STREET

Designer Checker

SKD

H.B.REAVIS UK Ltd

CORE LAYOUTLOWER GROUND GA

CONSTRUCTIONSTR10614

Cen

tral:-

\\Nt-l

ncs\

wsl

\Pro

ject

s\ST

R10

614\

CAD

\3D

\WSL

Mod

els\

WSL

-106

14-S

A-33

KWS

- C

entra

l.rvt

0209GA 20 E02STR

FFL =SSL =TOS =

8.5758.4258.275Unless Noted Otherwise

FOR FULL DETAILS SIZES OF PLATE BEAMS,REFER TO DRAWING No. STR-SA-16-0002

Lower Ground - Structural Beam Schedule

Beam Ref Size

5A UB203x133x255B UB203x133x30AB UC152x152x30

AB-C UC203x203x60AC UC152x152x37AE UC152x152x51

AE-C UC203x203x60BE UC203x203x86CB UC254x254x89

PG04 350x300x15/10mm Plate BeamPG04-C 350x300x15/10mm Plate BeamPG05 350x150x10/10mm Plate Beam

PG05-C 350x150x10/10mm Plate BeamPG08-C 450x150x10/10mm Plate BeamPG09 350x300x30/20mm Plate BeamPG10 450x150x10/150x15/10mm Plate BeamPG20 450x200x20/20mm Plate BeamPG24 350x150x15/15mm Plate Beam

PG24-C 350x150x15/15mm Plate BeamPG25 350x150x20/15mm Plate Beam



PG28-C 350x250x30/20mm Plate BeamPG29 350x350x40/40mm Plate BeamPG30 350x250x20/20mm Plate BeamPG39 925x250x30/30mm Plate BeamPG40 350x200x30/30mm Plate Beam

PG40-C 350x200x30/30mm Plate BeamPG41-C 350x300x40/40mm Plate BeamPG42 450x350x50/40mm Plate BeamPG53 350x300x20/20mm Plate BeamPG61 500x300x40/30mm Plate Beam


PG105-C 650x150x15/15mm Plate BeamPG106 350x350x45/45mm Plate BeamPG107 500x500x50/50mm Plate BeamPG108 300x400x40/40mm Plate BeamPG109 655x150x10/10mm Plate BeamPG116 180x350x30mm Plate Beam

E02 STEEL CONSTRUCTION ISSUE UP TO GROUNDFLOOR ONLY16.01.15 SGP

14

9 8 7 6 5 4

15

16

17

18

19

20

21

22

23

G

F

E

D

C

24

27

B

BRACING ELEVATION'N'

BRACING ELEVATION'A'

BRACING ELEVATION'B'

BRACING ELEVATION'C'

BRACING ELEVATION'D'

BRACING ELEVATION'E'

BRACING ELEVATION'F'

BRACING ELEVATION'H'

BRACING ELEVATION'J'

BRACING ELEVATION'G'

BRACING ELEVATION'K'

BRACING ELEVATION'P'

3

400601

60415

170415

160415

150415

130415

100415

90415

80415

70415

30415

40415

110415

120415

140415

20415

10410

20410

30410

40410

50410

20605

20604

10604

200603

10605

200604

170603

100602

180603

190603

140602

150602

170602

180605

10607

20607

PG28

PG24

PG28

PG25

PG25

PG05

PG09

PG09


5B

5B

5B

PG82

5B

5B

5B 5B

PG82

PG05

5B

PG82PG

04PG05

PG05

PG05

PG82

PG82 PG82

PG109

AC

AC

PG82

PG82

PG82

BE

BE

5B

PG82

PG04 PG04

PG82

PG82

PG05

PG05

5B

PG05

BE

BE

BE

5B

PG10

9

PG04 PG04

PG05

PG05

PG05

PG05

PG82

PG82PG82

5B5B

PG82

5B

PG82

5B

5B

5B

PG24

PG27

PG24

PG27

PG27

PG27

PG24

PG24-C

PG24-C

PG05

PG05

PG05

PG24

PG05PG

05PG05 PG05

PG05 PG

05

PG05

PG05

PG05

PG05 PG

05PG29

SSL +8.425 m

SSL +8.425 m

SSL +8.425 m

VB

VB

VBVB

VB

VB

VB

VB VB

VBVB

VB

VBVB

VB

VBVB

VB

VB

VB

VB

Stair Core

Fire Lift 1

Goods Lift

PG05PG05

PG05

CB

5B5B5B

PG24

AB

BE

EA3A


EA3A


TOS +8.275 m

EA3A

TOS +8.275 m

EA3A

TOS +8.425 m

AB

PG39

PG39

PG108

PG39

B2 79

B2 80

B2 81

B2 82

B2 83

B2115

B2116

B2101 B2100 B2 77

B2 76

B2 75

B2114B2112

B2111 B2113

B2 93B2 91

B2106

B2109

B2110

B2104

B2108

B2105

B2 85

B2 86

B2 44

B2 46

B2 48

B2 50

B2 89 B2 92B2 90 B2 94

B2111

B2110

B2 78

B2 79

B2 80

B2 81

B2 82B2 83

B2103B2115

B2116

B2101 B2100 B2 77

B2 99

B2 76

B2 75

B2 98B2114B2112

B2111 B2113 B2 97

B2 74

B2 73

B2 96

B2 93B2 91

B2107 B2109

B2110

B2104

B2108

B2 84

B2 85

B2 86

B2102

B2 44

B2 46

B2 48

B2 50

B2 89 B2 92B2 90 B2 94

B2111

B2110

B2119



B2 95

SSL +7.780 m

AB

AB

AB

RHS2

2F

RHS2

2F

RHS2

2F

RHS2

2F

RHS2

2F

RHS2

2F

* *

**

*

*

*

*

*

*

*

*

*

*

**

*

*

**

*

*

* **

*

*

*

*

*

CB

5A5B

149

150

200

150

4865

835

300

1570

150

3630

275

1398

150

585

1135

150

4715

1910181340018772285354170330013591123300476150951300039442001856894300102815023261303

973200285020017771073350465216

150

985

150

150

4400

150

200

1100

950

150

200

1100

1050

150

200

1100

1050

150

150

3300

150

150

1050

1100

200

7529

5075

75 125

1300

1200

1050

2540

2060

1400

2197

16851502238200270020028502001777107320028502751602

150

1050

1700

150

1100

1050

150

150

1050

1100

200

1001827110339845002295209

1400

130

3590

150

3055

67

4715

150

1090

150

150

150

150

150

1517

100 2050 400 2700 200

238

2050

1812 2002001856844200

75

75 375

1023

77

939105

150

1050

2400

150

3765

1035

2550

1073

184

1949

18771173

1517

59933452056

45

150 150

150150 2482

150

1090

45

150 150

150150

3450

2030

1570

150

835

300

3005017634001877

200150 100100 100100 200200

200

2276

2150

2150

75 200 100100 100100 100100 100100 75 75

150150 204

200 200

1875299

1720

SSL +8.425 m

SSL +8.425 m


Slab

2020

3

450

150

150

315

235

270 55

0

820

313

595

1250


AB

PG01 - Indicates steel beam and beamreference. Top Flange to be -150S.S.L. level, unless noted otherwise onthe Beam.

- Denotes steel shelf angle tosupport metal deck edge and sizereference. See local sections forangle orientation. Level to bearing face.

Beam Legend:

VB - Indicates vertical cross bracing bay.Refer to Bracing Elevation drawing Nos.0550 to 0552






- Denotes steel support plates tometal deck edges and solid rc slabs.See local sections for size and levelsto bearing face.

PG01

EA3ATOS +25.250

RHS89D

FLT350-25TOS +7.735

PG07 - Indicates upstand steel beam and beamreference. Upstand Beam level shown asTOB/TOBF (Top of Bottom Flange) unlessnoted otherwise. Refer to relevant sections.

TOBF=19.950






- Denoted beams shall be `NOT INTUMESCENT PAINTED` (NIP)

For Fireproofing to these beams refer toArchitects Details.

*

aterman

Scales @ A0

Drawn By


Date

Project No

Drawing Status

Client

Title

Project

Amendments


GENERAL NOTES

Works Order No






t +44 20 7928 7888 f +44 3333 444 501


As indicated


Designer Checker

SKD

H.B.REAVIS UK Ltd

CORE LAYOUTLOWER GROUND GA


Cen

tral:-

\\Nt-l

ncs\

wsl

\Pro

ject

s\ST

R10

614\

CAD

\3D

\WSL

Mod

els\

WSL

-106

14-S

A-33

KWS

- C

entra

l.rvt

0209GA 20 E02STR

FFL =SSL =TOS =

8.5758.4258.275Unless Noted Otherwise

FOR FULL DETAILS SIZES OF PLATE BEAMS,REFER TO DRAWING No. STR-SA-16-0002

Lower Ground - Structural Beam Schedule

Beam Ref Size

5A UB203x133x255B UB203x133x30AB UC152x152x30

AB-C UC203x203x60AC UC152x152x37AE UC152x152x51

AE-C UC203x203x60BE UC203x203x86CB UC254x254x89

PG04 350x300x15/10mm Plate BeamPG04-C 350x300x15/10mm Plate BeamPG05 350x150x10/10mm Plate Beam

PG05-C 350x150x10/10mm Plate BeamPG08-C 450x150x10/10mm Plate BeamPG09 350x300x30/20mm Plate BeamPG10 450x150x10/150x15/10mm Plate BeamPG20 450x200x20/20mm Plate BeamPG24 350x150x15/15mm Plate Beam




PG28-C 350x250x30/20mm Plate BeamPG29 350x350x40/40mm Plate BeamPG30 350x250x20/20mm Plate BeamPG39 925x250x30/30mm Plate BeamPG40 350x200x30/30mm Plate Beam

PG40-C 350x200x30/30mm Plate BeamPG41-C 350x300x40/40mm Plate BeamPG42 450x350x50/40mm Plate BeamPG53 350x300x20/20mm Plate BeamPG61 500x300x40/30mm Plate Beam


PG105-C 650x150x15/15mm Plate BeamPG106 350x350x45/45mm Plate BeamPG107 500x500x50/50mm Plate BeamPG108 300x400x40/40mm Plate BeamPG109 655x150x10/10mm Plate BeamPG116 180x350x30mm Plate Beam


14

13

12

11

9 8 7 6 5 4 2 1

15

16

17

18

19

20

21

22

23

J

H

G

F

E

D

C

24

26

27

A

B

3

20.42

°

5.61°

5.61°

5.61°

5.61°

5.61°

5.61°

5.61°

5.61°

5.61°

7.37°

5664

27.23°

27.23°

32.06°

8370

4675

8.23°

6000

6000

6000

6000

6000

7318

73186000600060006000600060003000

5.61°

5.61°

27.23°

SSL +16.350 m

SSL +16.350 m

SSL +16.350 m

SSL +16.350 mA= ?

A= ?

A= ?

+16.520 m

+16.5

20 m

+16.535 m

+16.535 m

+16.350 m

+16.5

30 m

+16.540 m

A= ?

A= ?

6000

6000

6000

6000

6000

7318

73186000600060006000600060003000

1191

3729

1004

2002050

4002700

844 3630

2050

1028300

894

400 2950

1050

1123

300

1703 354 4162

1135

973

2150

465

1423

1720 400 2850 200 2850 200 2850 200 2700 200 2163

11001073 17

00 2520

26153450250

2197

1799

3540

835

835

2850200 200

1763

950

8.015° 8.015°

8.015° 8.015°

8.015°

8.015°

8.015° 8.015°

6.66°

8.015°

8.015°

5.70°

6.81°

6.81°

1.1°

5.70°

6 .8 1 °

1.11°

5.70°6.81°

6.81°

6.81°

1.1° 5.70°

6.81°

6.81°

6.81°

1.1°

1.11°

0.52°

1.40°

1.40°

1.18°

1.40°

1.40°

1.1

8°

1.40°

1.40°

1.1

8°

0.23°

1.40°

0.23°

1.40°

0.23°

1.40°

1.40°

1.40°

1.17°

0.23°1.4

0°

1.40°

1.40°1.17°

0.23°1.41°

1.40°1.40°

1.17°0.23° 1.40°

1.40°1.40°

1.17°0.23° 1.40°

1.40°1.40°

1.17°0.23°

1.40°1.40°

1.40°1.17°

0.23°

1.40° 1.40° 1.40° 3.80°1.35°

837

837

837

837

837

837

837

837

837

837

2524.04°

1400

1997

1406

1400

1307

1990

1400

1302

1050

231

1050

2400

1856

1135

654 1153

950

250

794

885

465 1073 1777

1050

1050

1412

1100

585

1359

973

10

4851

4849 31

11

1001

950

478

3511

6000

3128

579

1500

1654

TYPICAL

838

838

838

5.70°

27.23°

32.06°

13.61°

1000

10008 37

836

836

6.81°6.81°

837

837

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPIC

AL

TYPI

CAL

TYPI

CAL

TYPIC

AL

TYPICAL

1500 7318

4586

231

581

6.81°

1.11°

609

aterman

Scales @ A0

Drawn By


Date

Project No

Drawing Status

Client

Title

Project

Amendments


GENERAL NOTES

Works Order No






t +44 20 7928 7888 f +44 3333 444 501


1 : 100


Designer Checker

SKD SEPT 2014

H.B.REAVIS UK Ltd

SLAB EDGESFIRST FLOOR

TENDERSTR10614

Cen

tral:-

\\Nt-l

ncs\

wsl

\Pro

ject

s\ST

R10

614\

CAD

\3D

\WSL

Mod

els\

WSL

-106

14-S

A-33

KWS

- C

entra

l.rvt

0327SA 20 C02STR

C01 ISSUED FOR T1 STEELWORK TENDER10.09.14 MRA

C02 ISSUED FOR T2 STEELWORK TENDER01.12.14 SKD

ABBREVIATIONS

F.F.L. - Denotes Finished Floor Level.S.S.L. - Denotes Structural Slab Level.T.O.S. - Denotes Top Of Steel level.T.O.B.F. - Denotes Top Of Bottom Flange level.T.O.C. - Denotes Top Of Concrete level.B.O.C. - Denotes Bottom Of Concrete level.C.L.O.S. - Denotes Centre Line of Steel level.

LEVELSFORCES

- Indicates moment connection and factored ultimate design moment (kNm).

M=100

- Indicates end vertical reaction. Reaction is factored (kN).

R=125

- Indicates end horizontal reaction. Reaction is factored (kN).

H=125

- Indicates axial reaction. Reaction is factored (kN).

A=200

- Indicates torsional moment connection. Moment is ultimate and factored (kNm).

T=100

- Indicates horizontal moment connection and factored ultimate design moment (kNm).

HM=100

- Indicates amount of pre-camber to be applied to beam.

PC=15

COLUMNS- Denotes Column Carried.

- Denotes Column Capped by beam over.

- Denotes Column Stopped at T.O.S. level.

- Denotes Column Hanging.

CONCRETEN.W.C. - Denotes Normal Weight

Concrete.

L.W.C. - Denotes Light Weight Concrete

CCa

CC

CS

CH

CONNECTIONS OF STEELWORK AROUND LIFT SHAFTS IS NOT TOPROTRUDE INTO THE LIFT SHAFTS BEYOND THE SLAB EDGEWHERE A SLAB EXISTS, OR BEYOND THE STEEL SECTION WIDTH.

- Indicates 30Ø Holes along highlightedbeams placed @ 200mm Centres.Holes to be provided centrally onto thebeam depth

AN ALLOWANCE HAS BEEN MADE FOR A LOADFROM RECEPTION WALLS OF 30kN/m. LENGTHAS SHOWN ON JRA, AS OF 22/10/2014

14

13

12

11

9 8 7 6 5 4 2 1

15

16

17

18

19

20

21

22

23

J

H

G

F

E

D

C

24

26

27

A

A

B

B

E 532830.069 mN 180764.785 m

E 532831.852 mN 180721.596 m

20.42

°

5.61°

5.61°

5.61°

5.61°

5.61°

5.61°

5.61°

5.61°

5.61°

7.37°

E 532827.684 mN 180713.895 m

5664

1500

3010

27.23°

27.23°

32.06°

83702570

49536

61270

10337

12708

1325

4675

8.23°

PG02

PG02

PG70

PG65

PG38PG28PG63

5B

5B

5B

5B 5B

5B 5B

PG08

PG47

PG08

PG08

PG08

PG47BEBE

BE

BE

5B

PG10 PG10

PG08

PG08

5B

PG08

BE

BE

BE

BE

PG08

PG10

PG12

PG08

PG08

PG08

PG08

5B5B

5B

5B

5B

5B

EA3A

EA3A

PG20

PG114 PG114 PG114 PG62

PG20

PG111

PG33

PG33

PG111

PG10

PG10

PG10PG62

PG10

PG47

PG47

PG47

PG08

PG08

BE

PG47

AB


PG11

0PG

08

PG48

PG48

RHS50D

PG20

PG20

PG20

PG08

PG08

PG117

PG47

PG47

PG47

PG69

PG69

PG69

PG69

PG69

AB

PG56

ABAB

AB

AB

AB

PG08

PG08

PG110

PG110

PG110

PG110

PG15

PG08

PG47

PG47

PG47

AB

ABAB

PG08

PG08

PG11

0PG

08

PG11

0PG

08

PG11

0PG

08

PG11

0PG

08

PG11

0PG

08

PG11

0PG

08

PG11

0PG

08

PG11

0PG

08

PG11

2

PG11

3

AB

5B 5B5B

AB

AB

ABABAB

AB

AB

AB

ABAB

AB

AB AB

AB

AB

AB

AB AB

AB

AB

PG20

AB

6000

6000

6000

6000

6000

7318

73186000600060006000600060003000

5.61°

5.61°

27.23°

3

PG15

PG08

PG20 PG12

PG20PG12

PG12

PG44

PG47

PG47

PG105

PG20

PG25

PG12

PG25

PG20

PG10

PG20

PG12

PG12

PG25

PG25

PG11

PG10

PG47

PG47

PG47

PG105PG12PG12

PG12

PG12

PG12

PG12

PG12

PG12

PG10

PG47

PG10

PG08

PG72PG

08

PG08

PG08

PG11

3

PG11

2

PG12

PG10

PG15

AB

AB

PG117

PG11

7

PG117

PG117

AB

AB

AB

AB

AB

AB

PG117

AB

PG37

-C

PG11

7

AB

PG37-C

PG08

PG08

PG08

PG08

PG08

5B

PG46

PG82

PG82

PG82

PG82

PG82

PG31 PG31

PG82

PG82

PG09

PG09PG

82

PG82 PG82

PG82

PG115

Proposed Piled Raft Foundation

Proposed RC Retaining Wall

PG31

SSL +12.360 m

SSL +12.260 m

SSL +12.260 m

SSL +12.700 m

SSL +12.700 m

SSL +12.700 m

SSL +12.360 m

SSL +12.360 m

SSL +12.360 m

SSL +12.360 m

SSL +12.700 m

SSL +12.700 m

SSL +12.700 m

SSL +12.360 m

SSL +12.700 m

325mm Thick RC Slab

VBVB

VBVB

VB

VB

VB

VB

VB

VBVB

VB

VB VB

VB

VBVB

VB

VB

VB

VB


Slab

150mm Thick RCStructural Slab


Slab

Proposed Precast 300mm Thick TwinWall construction, under Metal Deck Slab.Rebar to be placed into Cavity of PCTwinwall and cast into new Metal DeckSlabs

Ex. Retaining Wall


For Details of Proposed Piled Raft,refer to Drawing No. 10614 SA 10 0067

Tran

sfer B

eam

Transfer Beam

Trans

fer Be

am(C

oncre

te En

case

d)

All CHS's to be concrete filled andArchitecturally finished intumescent paint.

A= 1800kN

A= 18

00kN

A= ?

A= ?

A= ?

A= ?

A= ?

A= ?

A= ?

A= ?

A= ?

A= ?

A= ?

A= ?

A= ?

A= ?

For Additional Details to PublicEntrance Stairs and Lift, refer toDrawings STR SA 24 0550 & 0551

Stair Core

Fire Lift 1

Goods Lift

Concrete Encasementto External Columns

PBG10-C

PG56

PG82

PG82

PG82PG82

PG62

PG117

PG08

PG10-C

AB-C

AB-CAB-C

AB-C

AB

AB

AB

PG117

AB

AB

PG08 PG08

PG15

PG20

PG08

PG08

PG10

PG10

200mm RCUpstand Wall

Proposed Precast300mm Thick Twin Wallconstruction, under.

Proposed Precast300mm Thick Twin Wallconstruction, under.

+12.550 m

+12.210 m

PG60

PG54

PG28

PG54

PG54

+12.6

07 m

PG08

PG47

PG62

EA3A

EA3A

+12.550 m

10420

20420

30420

40420

50420

60420

70420

80420

260420

90420

100420

110420

120420

130420

140420

150420

170420

180420

190420

220420

230420

240420

250420

280420

270420

UA7A+12.550

210420

200420

160420

290420

AB

Piled Raft Extension In Abeyance.

EA3A

310420

5B


Slab


PG12

PG12

320420

AB

AB

325mm ThickRC Slab

FLT225x20TOS +12.550 m

AB

EA3ATOS +12.210 m

New Lift Core

300420

(Concrete Encased)

EA3ATOS +12.010 m

TOS

+12.5

50 m

A= ?

A= ?

A= ?

A= ?

Where assumeUnless Noted Otherwise

A= 1000kNA= ?

TOBF +12.800 m

10421

39

0421

Proposed RC Retaining Wall

PG37-C

B2 69 B2 70B2 71

B2 72B2 40

B2 44

B2 46

B2 35B2 34

B2 17

B2 01

B2 39

B2 41

B2 61

B2 04

G 162G 163

B2 33B2 27

B2 25

B2 23

B2 05

B2 06

B2 07

B2 01

B2 78

B2 79

B2 80

B2 81

B2 83

B2103 B2115

B2116

B2101

B2100 B2 77

B2 75B2112

B2113 B2 97 B2 74

B2 95B2 91

B2106B2107

B2104

B2105

B2 84

B2 85

B2 86

B2102

B1136

B2 69 B2 70B2 71

B2 72

B2 46

B2 04

B2 08

B2 09

B2 35B2 34B2 33B2 32B2 31B2 30B2 29B2 27

B2 26

B2 25

B2 21

B2 20

B2 19

B2 18

B2 17

G 164

B2 02

B2 36

B2 69 B2 70B2 71

B2 72B2 40

B2 44

B2 46

B2 35B2 34

B2 17

B2 14

B2 01

B2 39

B2 41

B2 60

B2 61

B2 38

B2 04

G 162G 163

B2 33B2 27

B2 25

B2 23

B2 05

B2 06

B2 07

B2 01

B2 15

B2 78

B2 79

B2 80

B2 81

B2 82

B2 83

B2115

B2116

B2101

B2100 B2 77

B2 99

B2 76

B2 75B2 98B2114

B2112

B2111 B2113 B2 97 B2 74

B2 73

B2 96

B2 95B2 93B2 91

B2106B2107 B2109

B2110B2104

B2108

B2105

B2 84

B2 85

B2 86

B2102

B1136

B2 69

B2 88

B2 70B2 71

B2 72

B2 46

B2 48

B2 50

B2 04

B2 08

B2 09

B2 10

B2 35B2 34B2 33B2 32B2 31B2 30B2 29B2 27

B2 26

B2 25

G 165

B2 21

B2 20

B2 19

B2 18

B2 17

B2 16

G 164

B2 57

B2 02

B2 36

25

10

27.23°

13.61°

G 167

1350

1350

G 166

Tran

sfer B

eam

24.04°

32.06°

All Composite Slabs at this level to be 120minute Fire rating. Solid RC Slabs at Grids

12 to 20, A to B, 240 minute fire rating

PG15

PG54

TOS

+12.0

40 m

330420

PG10 A= ?

Transfer Beam

EA3A

EA3ATOS +12.040 m

TOS

+12.1

10 m

TOS

+12.1

10 m

PG08R=40

0R=

400

AB-C

R=27

0R=

270

RHS2

2F

RHS2

2F

RHS2

2F

RHS2

2F

RHS2

2F

RHS2

2F

AB

TOBF+12.375

AB

240421

PG08

PG08

PG08

PG08

***

*

TOS +12.607 m

TOS +

12.60

7 m

TOS +12.607 m

TOS +12.607 m

TOS +12.607 m

TOS +12.607 m

TOS +12.607 m

TOS +12.607

m

TOS +12.607 m

TOS +12.607 m

TOS +12.607 m

TOS +12.607 m

TOS +12.607 m

TOS +12.607 m

TOS +12.550 m

AB

+12.607 m

TOS +12.607 m

TOS +12.607 m

TOS +12.625 m

TOS +12.607 m

TOS +12.607 m

TOS +12.607

m

TOS +1

2.607

m

TOS +

12.60

7 m

TOS

+12.6

07 m

TOS +

12.60

7 m

+12.6

07 m

+12.6

07 m

TOS +

12.60

7 m

cs

cs

(Concrete Encased) Transfer Beam(Concrete Encased)

TOS +12.607 m

A=500

A=500

A=500

A=500

A=500

A=500

A=1800kN

A=500

A=500

A=500

A=1800kN

**

**

**

**

**

#

#

#

#

#

#

#

PG117

R=800 R=800

R=800 R=800

350421

TOBF +12.550 TOBF +12.550

TOBF +12.550

TOBF

+12.5

50

TOBF

+12.2

10TO

S +1

2.550

TOBF

+12.0

40

PG08 PG08 PG08PG08PG08 PG08 PG08 PG08 PG08

5B

PG38-T

AB

AB

AB

PG12

2

2004100200

3500

1150

4850

2500

370421

PG18

200

200

PG11

9

SSL +11.430 m

TOBF

+11.7

60

TOBF

+11.7

60

TOBF +11.760

TOBF +11.760

380421

PG11

9

60620

950

500

750

550 950 950

1025 950 950 950 550 1025950 950 1025 950 950 550

925 1150 925 500 500 500

105

630

415925

925

925

775

925

925

133

500

925

925

500

500

1150

925

500

500

500

500925

925500

925

PG331145

1250500

500500

1250

3000

1490

1510

1510

1490

3000

16.03°

16.03°

15.79°11.74°

0.22°

2.81°

2.81°

9501250

950

500500

500

9501200

925

500500

500500

500

500500

925925

925 500 500 500500 500 500 500 925

925 1150 925

925 925 650

500 500 500 500 500500500500

1000

500

500

500

950

950

950

500

925

925

500

500

1230 950 820

925895925 925 5751025950950 1025

950

950

925

925

500

500

500

500

500

500

925

925

3000 3000 3000 3000 2990 214616001400

500

500

500

1295

1150

925

1300

1150

925

500

500

5091

1017

550

1750

700

600600

600600

2.81°

5.61°

4.02°

2.81°

1073 20771173 1877

925925

500

500950

975

925

925

500

925

925

500

500

500

500

500

500

950

950

500

925

925

500

500

200

4650

200

30421

500

1434

1000

950

950

1100

500

R=800

R=800 R=800

R=800

TOS +12.607 m

TOS +12.210 m

TOS +12.700 m TOS +12.700 m TOS +12.700 mTOS +12.

700 m

TOS +12.550 m

TOS +

12.55

0 m

TOS +12.210 m

TOS +12.550 m

TOS +10.795 m

TOS

+12.2

00 m

TOS

+12.0

40 m

TOS +12.040 m

TOS

+12.0

30 m

TOS

+12.0

30 m

TOS

+12.0

30 m

TOS

+12.0

30 m

TOS

+12.0

30 m

TOS

+12.0

40 m

TOS +12.700 m

TOS +12.550 m

TOS

+12.5

50 m

TOS +12.607 m

TOS +1

2.607

m

TOS +12.607 m

TOS

+10.8

67 m

PG05

20421

CS

CS

CCa

CS

CCa

CS

CS

CS

TOBF

+11.7

60

*

TOS +12.700m

TOS +12.700m

TOS

+12.2

00 m

TOS

+12.2

00 m

TOS

+12.0

20 m

TOS +11.760 m

TOS

+11.7

60 m

TOS

+11.7

60 m

TOS +11.760 m

TOS

+12.2

10 m

CS

AB

PG12

TOS

+12.1

10 m

TOS +12.210 m

TOS +12.210 m

40421

EA2G

EA2G

TOS +12.210 m

TOS +12.210 m

TOS

+12.1

10 m

M=2000kNV=800kN

M=60kNm

M=60kNm

M=60kNm

M=60kNm

M=60kNm

M=90k

Nm

M=90k

Nm

M=90kNm

M=90kNm

M=90kNm

M=90kNm

M=90kNmM=90kNm

M=90kNm

M=90kNm

M=90kNm

M=90kNm

M=90kNm

M=90kNm

M=90kNmM=90kNm

M=90kNmM=90kNm

M=90kNmM=90kNm

M=60kNm

M=60kNm

M=60kNm

M=60

kNm

M=60

kNm

M=60

kNm

M=60

kNm

M=60

kNm

M=60

kNm

M=60

kNm

M=60

kNm

M=60

kNm

M=60

kNm

M=60

kNm

M=60

kNm

M=60

kNm

M=60

kNm

M=60

kNm

M=15

0kNm

M=15

0kNm

M=15

0kNm

M=150kNm

M=150kNm M=150kNm

Concrete slab 300mm thk.

Column unrestrained in theW-E direction between2nd floor & Basement duringconstruction. Steel contractorto make all allowances & provisionsfor temporary case.

End of beam to besupported off existingdiaphragm wall

PG10

-C

A= 250kN

A= 250kN

A= 250kN

A= 250kN

A= 250k

N

A= 250k

N

A= 25

0kN

A= 25

0kN

A= 25

0kN

A= 25

0kN

A= 25

0kN

A= 25

0kN

#

#

#

#

A= 250kN

A= 250kN

A= 250kN

A= 250kNA= 250kN

A= 250kN

A= 250kN

A= 250kN

A= 25

0kN

A= 250kNA= 25

0kN

A= 25

0kN

#

#

#

#

#

#

#

PG08

PG08

PG08

PG08

PG08

TOS +12.325 m

TOS +12.325 m

TOS +12.325 m

TOS +12.550 m

TOS +12.544 m

500

925

925

509

1000

389

500

500

950950253

1488

PG08

PG08

1256 1539

PG01 - Indicates steel beam centre line andbeam reference. Top Flange to be -150S.S.L. level, unless noted otherwise.

- Denotes steel shelf angle to support metaldeck edge and size reference. See localsections for angle orientation.

Beam Legend:

PG01 - Indicates upstand steel beam and beamreference. Upstand Beam level shown asTOB/TOBF (Top of Bottom Flange) unless,noted otherwise. Refer to relevant sections.






- Denotes steel support plates to metaldeck edges and solid rc slabs.See plans and local sections for sizeand levels.






- Indicates vertical cross bracing bay.Refer to Bracing Elevation drawing Nos.0550 to 0552

VB

50mm Dia. Coupler to be welded onto columnflange, centrally placed to receive H32 Rebar toprovide tie provision. H32 to be fully lapped inthe slab.FW 15mm to be provided all around couplerperimeter.

**

- 30mm Dia. holes along highlightedbeams placed @ 200mm c/c.Hole to be provided centrally ontothe beam depth.

#

- Light weight concrete.

- Normal weight concrete.

aterman

Scales @ A0

Drawn By


Date

Project No

Drawing Status

Client

Title

Project

Amendments


GENERAL NOTES

Works Order No






t +44 20 7928 7888 f +44 3333 444 501


As indicated


OR JPT

MRA/SKD JULY 2014

H.B.REAVIS UK Ltd

STEEL GENERALARRANGEMENTGROUND FLOOR


Cen

tral:-

\\Nt-l

ncs\

wsl

\Pro

ject

s\ST

R10

614\

CAD

\3D

\WSL

Mod

els\

WSL

-106

14-S

A-33

KWS

- C

entra

l.rvt

0110SA 20 E04STR

1 : 100

B01 STAGE D28.07.14 MRA

FFL =SSL =TOS =

+150As Shown-150Unless Noted Otherwise

SURVEYED LINE OF EXISTING DIAPHRAGMWALL AND IMPERFECTIONS OF ITS

INCORPORATION REMAIN WITHSTANDING.


STUB BEAMS EXTENT TO THE PERIMETER OFGRID LINES 24 to 27; 8 to 14 & H to GRID 2.

SETTING OUT TO BE ADJUSTED TO SUIT SLABPROFILE FACET, REFER TO STAGE D REPORT


IN ABEYANCE (PILES,PILECAPS AND BASEPLATESTO BE COORIDINATED WITHTFL BANK STATION WORK).

FOR LOCATION OF SHEAR PLATESREFER TO DRAWINGS STR10614-

SA-23-0609 AND STR10614-SA-23-0620

FOR SHEAR PLATE CONNECTION OFCONCRETE SLAB TO STEEL COLUMN,REFER TO WSL'S DRAWING STR-SA-230609AND STR10614-SA-23-0620.

E01 STEEL CONSTRUCTION ISSUE UP TO GROUNDFLOOR ONLY19.12.14 MRA


E03 STEEL CONSTRUCTION ISSUE UP TO GROUNDFLOOR ONLY23.01.15 SKD

E04STEEL CONSTRUCTION ISSUE UP TO GROUNDFLOOR ONLY. EXISTING RETAINED STRUCTUREOMITTED FROM PREVIOUS REVISION.

27.01.15 SKD

150mm ThickStructural Slab

SSL +8.425 mLower Ground Floor

PG42

PG28

EA3A

EA3A

50mm Thick StructuralSlab Topping

100x200x10 UnequalAngle to be Cut Down50mm.

15mm Fillet Weld


Lower Ground Floor

PG05PG05

SSL +8.425 m

AB

150



PG53

PG05 TOBF +8.275 m



PG42

5B

EA3A

50mm Thick RCStructural Slab Topping


15mm Fillet Weld


Loading BayPG39

AETOS +7.380 m


150mm Thick RCComposite Structural Slab

150mm ThickRC Upstand Wall

400mm ThickRC Structural Slab

2x10mm thick stiffenerplates @ 200 c/c

Studs @ 200 c/c 30Ø Holes placed @200mm Centres thro' BeamWeb to receive Rebar

55

TOS +8.275 m

150mm Thick RCComposite Structural Slab


PG39


SSL +7.780 mLoading Bay

Lower Ground FloorSSL +8.425 m

2x10mm thickstiffener plates@ 200 c/c

Studs @ 200 c/c

55

30Ø Holes placed @200mm Centres thro' BeamWeb to receive Rebar


150mm ThickRC Slab



Lower Ground Floor

PG39

SSL +8.425 m


Studs @ 200 c/c

TOS +8.275 m

55



150mm ThickRC Slab



Lower Ground Floor

PG39


Studs @ 200 c/c

SSL +8.425 m

TOS +8.275 m


55


SSL +7.780 mLoading Bay Lower Ground Floor

PG108TOS +7.640 m

B

300

140

30040

0

290

SSL +7.780 m

30Ø Holes along highlighted beamsplaced @ 200mm Centres.



150



PG24



PG27PG28



PG27 PG27


Lower Ground Floor

PG25

SSL +8.425 m

TOS +8.275 m

150



PG25 PG24-C



PG04PG24-C


Lower Ground Floor

PG09

SSL +8.425 m

TOS +8.275 m

200

SSL +8.425 m


Lower Ground Level


150mm ThickStructural Wall


Void Former

PG39TOS +8.275 m

Varies

150mm ThickRC Slab


55

150mm ThickStructural SlabLower Ground Floor

PG107

SSL +8.425 m

EA3CEA3C


15mm Fillet Weld

150mm ThickStructural SlabLower Ground Floor

PG61-CPG105-C PG105-C

EA3AEA3A

SSL +8.425 m

TOS +8.425 m

95


15mm Fillet Weld

EA2G EA2G

PG42

SSL +8.425 m


Lower Ground Floor

50mm Thick RCStructural Slab Topping

TOS +8.375 m


15mm Fillet Weld

aterman

Scales @ A0

Drawn By


Date

Project No

Drawing Status

Client

Title

Project

Amendments


GENERAL NOTES

Works Order No






t +44 20 7928 7888 f +44 3333 444 501


1 : 20


Designer Checker

MRA/SKD SEPT '14

H.B.REAVIS UK Ltd

LOWER GROUND FLOORSECTIONSSHEET 1


Cen

tral:-

\\Nt-l

ncs\

wsl

\Pro

ject

s\ST

R10

614\

CAD

\3D

\WSL

Mod

els\

WSL

-106

14-S

A-33

KWS

- C

entra

l.rvt

0415SA 21 E04STR


Section 1 Section 2 Section 3 Section 4 Section 5 Section 6

Section 7Section 8

Section 9Section 10 Section 11 Section 12

Section 13 Section 14 Section 15 Section 16 Section 17 Section 18

Section 19

1. For locations of Sections, refer to Drawing STR-SA-20-0109

Section 20

Section 21

INTERFACE BETWEEN SOLID SLAB, ABOVE AND BELOW THELOADING BAY AND THE ADJACENT METAL DECK SLAB/COREAREA YET TO BE DEVELOPED.STEELWORK CONTRACTOR TO ALLOW FOR THE FOLLOWINGTO BE INCLUDED TO STEEL BEAMS ALONG THAT INTERFACE. - 2x50Ø HOLES @ 150mm C/C THROUGH BEAM WEB. - SHELF ANGLES TO BOTH SIDES OF BEAMS, TO BE WELDED CONTINUOUSLY TO WEBS. - PLATE STIFFENERS TO BOTH SIDES OF BEAMS @ 1m. C/C's


2. FOR BEAM SECTION SIZES, REFER TO DRAWING No. 0002

STEEL TO STEEL CONNECTIONS NOT SHOWN ON THEPRESENT DRAWING. DESIGN AND DETAILING IS TO MAINCONTRACTOR RESPONSIBILITY.

SUBJECT TO ENGINEERS APPROVAL.




E04STEEL CONSTRUCTION ISSUE UP TO GROUNDFLOOR ONLY. EXISTING RETAINED STRUCTUREOMITTED FROM PREVIOUS REVISION.

27.01.15 SKD

B2 01

UKC2

54x2

54x8

9UK

C254

x254

x89

UKC2

54x2

54x8

9UK

C254

x254

x89

BP4

+3.860 m

350x

25m m

T&B

300x

20W

Plat

e Colu

m n35

0x25

m m T

&B 30

0x20

W P

late C

olum n

Conc

rete

Enca

seme

nt

+19.500 m

+12.360 m

UC25

4x25

4x89

+3.860 m

UC305x305x198

B2 02

BP4

B2 03

UC305x305x198

+3.860 m

BP4

UC305x305x198

B2 04

+3.860 m

UC25

4x25

4x10

7UC

254x

254x

107

UC20

3x20

3x86

UC20

3x20

3x86

BP9

350x

45m m

T&B

260x

45W

Plat

e Colu

m n

350x

45m m

T&B

260x

45W

Plat

e Colu

m n

350x

25m m

T&B

300x

20W

Plat

e Colu

m n

Concrete Encased

Conc

rete

Enca

sed

+19.500 m

+12.360 m

+7.812 m

UC25

4x25

4x10

7

UKC2

54x2

54x1

07UK

C254

x254

x107

UKC2

03x2

03x8

6UK

C203

x203

x86

B2 05

BP13

F-1

+3.860 m

350x

25m m

T&B

300x

20W

Plat

e Colu

m n35

0x25

m m T

&B 30

0x20

W P

late C

olum n

350x

25m m

T&B

300x

20W

Plat

e Colu

m n

Conc

rete

Enca

sed

Conc

rete

Enca

sed

+19.500 m

+12.360 m

+8.275 m

UC25

4x25

4x10

7

B2 06

UKC2

03x2

03x8

6UK

C203

x203

x86

UKC2

54x2

54x1

07UK

C254

x254

x107

BP4

E-1

+3.860 m

350x

25m m

T&B

300x

20W

Plat

e Colu

m n35

0x25

m m T

&B 30

0x20

W P

late C

olum n

350x

25m m

T&B

300x

20W

Plat

e Colu

m n

Conc

rete

Enca

sed

Conc

rete

Enca

sed

+19.500 m

+12.360 m

+8.275 m

UC25

4x25

4x10

7

B2 07

UKC2

03x2

03x8

6UK

C203

x203

x86

UKC2

54x2

54x1

07UK

C254

x254

x107

BP4

D-1

+3.860 m

350x

25m m

T&B

300x

20W

Plat

e Colu

m n35

0x25

m m T

&B 30

0x20

W P

late C

olum n

350x

25m m

T&B

300x

20W

Plat

e Colu

m n

Conc

rete

Enca

sed

+19.500 m

+12.360 m

Conc

rete

Enca

sed

+8.275 m

UC25

4x25

4x10

7

B2 08

UKC2

54x2

54x1

07UK

C254

x254

x107

UKC2

03x2

03x8

6UK

C203

x203

x86

BP4

+3.860 m

350x

25m m

T&B

300x

20W

Plat

e Colu

m n35

0x25

m m T

&B 30

0x20

W P

late C

olum n

350x

25m m

T&B

300x

20W

Plat

e Colu

m n

Conc

rete

Enca

sed

+8.275 m

UC25

4x25

4x10

7

UKC2

54x2

54x8

9UK

C254

x254

x89

UKC2

54x2

54x8

9UK

C254

x254

x107

UKC2

54x2

54x1

32UK

C305

x305

x198

B2 09

BP4

+3.860 m

UKC3

05x3

05x1

98

Conc

rete

Enca

sed

+8.275 m

B2 10

UC30

5x30

5x28

3

+3.860 m

UC305x305x283

UC25

4x25

4x13

2UC

254x

254x

107

UC25

4x25

4x10

7UC

254x

254x

107

UC25

4x25

4x10

7

BP9

Conc

rete

Enca

sed

Concrete Encased

+8.275 m

+12.000 m

B2 11

UC30

5x30

5x19

8

+3.860 m

UC305x305x198

UC25

4x25

4x10

7UC

254x

254x

89UC

254x

254x

89UC

254x

254x

89UC

254x

254x

89

BP9

Conc

rete

Enca

sed

Concrete Encased

+8.275 m

+12.099 m

B2 12

BP1

+3.860 mUC

203x

203x

86UC

203x

203x

86

B2 13

UKC2

03x2

03x6

0

BP1

+2.760 m

UKC2

03x2

03x6

0

Conc

rete

Enca

sed

+8.425 m

B2 14

UKC3

56x4

06x3

40UK

C305

x305

x198

UKC2

54x2

54x1

32UK

C254

x254

x107

UKC2

54x2

54x8

9UK

C203

x203

x86

UC356x406x340

BP9

+2.760 m

UC305x305x198

Conc

rete

Enca

sed

+7.275 m

B2 15

UKC3

05x3

05x1

98UK

C254

x254

x167

UKC2

54x2

54x1

32UK

C254

x254

x107

UKC2

54x2

54x8

9UK

C203

x203

x86

BP3

A-21

+3.860 m

UKC3

05x3

05x1

98

Conc

rete

Enca

sed

+8.275 m

B2 16

UKC2

54x2

54x1

67UK

C254

x254

x132

UKC2

54x2

54x1

07UK

C254

x254

x89

UKC2

03x2

03x8

6

BP9

+3.860 m

UKC3

05x3

05x2

83

UC305x305x283Concrete Encased

+8.100 m

B2 17

UC356x406x287

+3.860 m

UC30

5x30

5x19

8UC

254x

254x

167

UC25

4x25

4x13

2UC

254x

254x

107

UC25

4x25

4x10

7UC

254x

254x

89

BP9

Concrete Encased

+7.810 m

B2 18

UC356x406x287

+3.860 m

UC25

4x25

4x16

7UC

254x

254x

167

UC25

4x25

4x13

2UC

254x

254x

107

UC25

4x25

4x10

7UC

254x

254x

89

BP9

Concrete Encased

+12.375 m

+3.245 m

UC25

4x25

4x13

2UC

254x

254x

132

UC25

4x25

4x13

2UC

254x

254x

167

UC25

4x25

4x16

7UC

254x

254x

167

BP9

Concrete Encased

+12.344 m

B2 19 B2 20

UC356x406x287

+3.245 m

UC25

4x25

4x89

UC25

4x25

4x10

7UC

254x

254x

132

UC25

4x25

4x16

7UC

254x

254x

167

UC30

5x30

5x19

8

BP9

Concrete Encased

Conc

rete

Enca

sed

+12.700 m

4 No. holes for M20 dia. locating bolts /anchors minimum .

Column bolts to be designed for the following:

i) Horizontal shear, the largest of national horizontal load equal to 1%of axial load , or, horizontal component of the lowest storey of bracing.

ii) Tensile forces as noted on the column schedule.

the steelwork contractor must design all column baseplate connectionsby such a time enable bolts and templates to be provided to theconcrete contractor to cast into the raft slab, if required, or locallydisplaced slab reinforcement to avoid post drilled bolt locations.

The Contractor shall allow for any increase in size of baseplates to suitthe bolt design and arrangement. the sizes shown here are theminimum required for bearing only.

9. C3 - Denotes column with C3 exposure point applied.

10. All concrete filled CHS` are to be intumescent painted for 120minuteperiod Basement to Ground, and 90 minutes Ground to Roof level.

Column size varies. Columnsare to be positioned centrallyon the baseplate.

All columns to be centredon baseplates unlesseccentricity shown.

4. All concrete filled hollow sections are to include 20mm Ø vent holeslocated in diametrically opposite pairs in the ceiling void and floor void ofeach level. drain holes are to be provided where division plates arepresent. All holes to be temporarily plugged during concreting.

3. 1x50mm Ø grout hole is to be provided per 0.5m² of basplate, locatedso as to not influence the bolt design. Where multiple grout holes arerequired they are to be placed evenly on the baseplate area.

1. All internal concrete filled CHS columns to be high qualityArchitectural finish intumescent painted with no joints or gaps visiblebenchmark standard is 6 Bevis Marks, London.

2. The steel fabricator shall, based on experience of similar size projects,make due allowance for baseplate sizes for all columns.

X - See table below

Y - S

ee ta

ble be

low

Top of bolt toextend aboveF.F.L. -35mm

25no

mina

l gro

ut

U/SideBaseplate

WELDS TO PLATE GIRDER COLUMN SECTIONSTO BE:-

8mm F.W. - PLATES LESS THAN 40mm THICK10mm F.W. - PLATES 40mm TO 60mm THICK12mm F.W. - PLATES MORE THAN 60mm THICK

D

F

W

B

PG COLUMNS

ALL BASEPLATE DETAILS ARESUBJECT TO APPROVAL BY THE ARCHITECT IN

TERMS OF FLOOR FINISHES AND OTHERARCHITECTURAL CONSTRAINTS

5. Allowances is to be made for shear keys to baseplates to be providedfor all columns with "V=" noted.Refer to Stage D report Clause 1.7 See Detail..A Drg.STR/SA/23/0610

6. Allowances is to be made for uplift baseplate detail noted in Stage Dreport Clause 1.7.All columns with "T=" noted. See Detail..B Drg.STR/SA/23/0610

7. Assume all fabricated columns are welded with 4 No. continuous fillet welds.

8. BASEPLATES:

Baseplate Reference X Y Thickness

BP1 270 270 25

BP3 525 525 70

BP4 425 425 40

BP6 625 625 100

BP7 700 700 100

BP8 675 675 60

BP2 380 380 40

BP6A 575 575 60

BP9 700 700 60

BP10 800 800 100

Baseplate Reference X Y Thickness

BP13 425 395 40

BP14 700 622 50

BP15 700 664 60

BP6B 575 575 70

BP5 525 525 50

Depth

Flang

e Thic

knes

s

Flang

e Thic

knes

s

Flange Width

Web Thickness

Flange Width

50 m

m Co

ncre

te En

case

ment

50 mm Concrete Encasement

WELDS TO PLATE GIRDER COLUMN SECTIONSTO BE:-

8mm F.W. - PLATES LESS THAN 40mm THICK10mm F.W. - PLATES 40mm TO 60mm THICK12mm F.W. - PLATES MORE THAN 60mm THICK

PG-C COLUMNS

For details of the columnbetween the floor level and thesplice above please refer todrawing STR-SA-23-0610 whichshows a divisional plate at floorlevel and the column reducing insize between the divisional plateand the splice to match the sizeof the column above the splice.

aterman

Scales @ A0

Drawn By


Date

Project No

Drawing Status

Client

Title

Project

Amendments


GENERAL NOTES

Works Order No






t +44 20 7928 7888 f +44 3333 444 501


As indicated


Designer Checker

SKD

H.B.REAVIS UK Ltd

STANCHION SCHEDULESSHEET 1


Cen

tral:-

\\Nt-l

ncs\

wsl

\Pro

ject

s\ST

R10

614\

CAD

\3D

\WSL

Mod

els\

WSL

-106

14-S

A-33

KWS

- C

entra

l.rvt

0600SA 23 E03STR

KEY PLAN

1 : 100

WSL COLUMN REFERENCE

COLUMN GRID LOCATION

SEVENTH FLOOR S.S.L.+38.350m

EIGHTH FLOOR S.S.L.+42.000m

NINTH FLOOR S.S.L.

+45.650m

UPPER ROOF LEVEL S.S.L.+51.200m

ROOF LEVEL S.S.L.+49.600m

SIXTH FLOOR S.S.L.+34.700m

COLU

MN T

YPE

COLU

MN T

YPE

FIFTH FLOOR S.S.L.+31.050m

FOURTH FLOOR S.S.L.+27.400m

THIRD FLOOR S.S.L.+23.750m

SECOND FLOOR S.S.L.+20.100m

FIRST FLOOR S.S.L.+16.350m

GROUND FLOOR S.S.L.+12.700m

LOWER GROUND S.S.L.+8.425m

Ex. BASEMENT S.S.L.+3.835m


SEVENTH FLOOR S.S.L.+38.350m

EIGHTH FLOOR S.S.L.+42.000m

NINTH FLOOR S.S.L.

+45.650m

UPPER ROOF LEVEL S.S.L.+51.200m

ROOF LEVEL S.S.L.+49.600m

SIXTH FLOOR S.S.L.+34.700m

FIFTH FLOOR S.S.L.+31.050m

FOURTH FLOOR S.S.L.+27.400m

THIRD FLOOR S.S.L.+23.750m

SECOND FLOOR S.S.L.+20.100m

FIRST FLOOR S.S.L.+16.350m

GROUND FLOOR S.S.L.+12.700m

LOWER GROUND S.S.L.+8.425m



WSL COLUMN REFERENCE

COLUMN GRID LOCATION

UNDERSIDE OFBASEPLATE LEVEL.

BASEPLATE TYPE

UNDERSIDE OFBASEPLATE LEVEL.

BASEPLATE TYPE


A=27

50 kN

A=29

00kN

A=40

50kN

A=48

50 kN

A=40

00 kN

A=32

00 kN

A=27

00 kN

A=20

50 kN

A=12

50 kN

A=39

00 kN

A=32

50 kN

A=26

50 kN

A=20

00 kN

A=12

00 kN

SPLICE

SPLICE

SPLICE

SPLICE

SPLICE

A=23

50 kN

A=20

50 kN

A=16

00 kN

A=12

00 kN

A=75

0 kN

A=30

00 kN

A=28

50 kN

A=22

00 kN

A=17

50 kN

A=11

00 kN

V=80

0kN

A=29

00kN

V=80

0kN

A=48

00kN

V=60

0kN

A=39

00kN

A=30

00 kN

A=27

00 kN

A=22

00 kN

A=17

50 kN

A=11

00 kN

A=40

00kN

A=30

00 kN

A=27

00 kN

A=22

00 kN

A=17

50 kN

A=11

00 kN

A=42

00kN

A=30

00 kN

A=27

00 kN

A=22

00 kN

A=17

50 kN

A=11

00 kN

A=39

00kN

A=30

50 kN

A=24

50 kN

A=19

50 kN

A=15

00 kN

A=95

0 kN

A=35

00kN

V=10

00kN

A=35

00kN

V=30

0kN

A=13

00 kN

A=90

0 kN

A=58

00 kN

A=50

00kN

V=12

00kN

A=60

00kN

V=12

00kN

A=60

00kN

V=10

0kN

A=50

00kN

V=11

00kN

A=50

00 kN

V=15

00kN

A=39

00 kN

A=32

00 kN

A=26

00 kN

A=19

50 kN

A=12

00 kN

V= SHEAR LOADA= AXIAL LOAD (COMPRESSION) AT SPLICE LOCATIONT= AXIAL LOAD (TENSION) ON CONNECTION

#= REFER TO TYPICAL DETAIL FOR SPLICE DETAILBETWEEN CHS CHANGE IN SERIAL SIZE ON DRG. STR-SA-23-0610

1/J 1/H-J 1/H-G 1/G 1/C 1/27 1/2-26 1/2-25 1/2-24 1/2-23 A/22 A/20 A/19 A/18 A/17 A/16

V=15

00kN

A=46

00kN

A=42

50kN

A=36

00kN

A=30

00kN

A=24

00kN

A=16

50kN

A=45

50kN

A=39

00kN

A=33

00kN

A=26

50kN

A=18

50kN

A=46

00kN

A=33

00kN

A=27

00kN

A=20

50kN

A=12

50kN

A=46

00kN

A=40

00kN

A=33

50kN

A=27

50kN

A=21

50kN

A=13

00kN

A=41

00kN

A=30

00kN

A=27

00kN

A=22

50kN

A=17

50kN

A=11

50kN

A=26

50kN

A=22

00kN

A=18

00kN

A=14

00kN

A=90

0kN

A=21

50kN

A=18

00kN

A=15

50kN

A=10

50kN

A=75

0kN


*= REFER TO SPLICE DETAIL WHERE PLATE GIRDER/UC ISLOCATED ABOVE CONCRETE FILLED CHS ON DWG;STR_SA_23_0610.

**= REFER TO SPLICE DETAIL WHERE CONCRETE FILLED CHS ISLOCATED ABOVE PLATE GIRDER/UC ON DRAWING;STR_SA_23_0610.

A=45

00 kN

A=28

00kN

A=31

00kN

FOR DETAILS OF CONCRETE ENCASED COLUMNS,REFER TO STR-SA-16-002 & STR-SA-21-0400



= REFER TO TYPICAL SPLICE DETAIL AT CHANGE IN H SECTIONCOLUMN WITHIN FLOOR DEPTH IE NOT AT SPLINE, ON DRAWINGSTR-SA-23-0610

+


C

F

47B

Ex Basement SSL3.835 m

Lwr Ground SSL8.425 m

Ground SSL12.700 m

First SSL16.350 m

Second SSL20.100 m

Third SSL23.750 m

Fourth SSL27.400 m

Fifth SSL31.050 m

Sixth SSL34.700 m

Seventh SSL38.350 m

Eighth SSL42.000 m

Ninth SSL45.650 m

Roof SSL49.600 m

Upper Roof51.200 m

E

RHS13G

RHS13G

RHS22F

RHS22F

RHS22F

RHS22F

RHS22F

RHS22F

RHS28D

RHS28D

RHS28DRH

S28D

A= ±

1600

A= ± 1400

A= ± 1000

A= ± 900

A= ± 800

A= ± 700

A= ± 550

A= ± 550

A= ± 450

A= ± 450

A= ± 300

A= ± 300

A=± 850

A=± 800

A=± 725

A=± 650

A=± 500

A=± 500

A=± 400

A=± 400

A=± 300

A=± 300

A=± 225

A=± 150

A=± 100

A= ± 100

M=150 M=150

M=20

M=20

M=150 M=150

M=20

M=20

M=75 M=75

M=20

M=20

M=75 M=75

M=20

M=20

M=50 M=50

M=20

M=20

M=50 M=50

M=20

M=20

M=50 M=50

M=20

M=20

M=50 M=50

M=20

M=20

M=50 M=50

M=20

M=20

M=50 M=50

M=20

M=20

M=50 M=50

M=20

M=20

M=50 M=50

M=20

M=20

USBPL +2.145 m

RHS13H



Ground SSL12.700 m

First SSL16.350 m

Second SSL20.100 m

Third SSL23.750 m

Fourth SSL27.400 m

Fifth SSL31.050 m

Sixth SSL34.700 m

Seventh SSL38.350 m

Eighth SSL42.000 m

Ninth SSL45.650 m

Roof SSL49.600 m

7

Upper Basement6.125 m

RHS13GRHS13G

RHS13G

RHS13GRHS22F

RHS22FRHS22F

RHS22FRHS28D

RHS28D

RHS28DRHS28D

A= ±1400

A= ±1000

A= ± 750

A= ± 750

A= ± 700

A= ± 700

A= ± 650

A= ± 650A= ± 600

A= ± 600

A= ± 450A= ± 450

A=± 600

A=± 550

A=± 500

A=± 500

A=± 450

A=± 450

A=± 400

A=± 400

A=± 300

A=± 350

A=± 350

A=± 200

M=100 M=100

M=50

M=50

M=100 M=100

M=100 M=100

M=100 M=100

M=75 M=75

M=75 M=75

M=75 M=75

M=75 M=75

M=75 M=75

M=50 M=50

M=50M=50

M=75 M=75

M=50M=50

M=50M=20

M=20M=20

M=20M=20

M=20M=20

M=20

M=50M=50

M=50M=20

M=20M=20

M=20M=20

M=20M=20

M=20

5A

5A

5A

5A

5A

5A

5A

5A

5A

5A

5A

5A

USBPL +2.145 m

5A

5A



Ground SSL12.700 m

First SSL16.350 m

Second SSL20.100 m

Third SSL23.750 m

Fourth SSL27.400 m

Fifth SSL31.050 m

Sixth SSL34.700 m

Seventh SSL38.350 m

Eighth SSL42.000 m

Ninth SSL45.650 m

Roof SSL49.600 m

Upper Roof51.200 m

F E


LV Switch Room7.335 m

RHS28G

RHS28G

RHS28G

RHS28G RHS28GRHS28G

RHS28G RHS28GRHS28G

RHS28E

RHS28ERHS28E

RHS28E

RHS28ERHS28E

RHS28E

RHS28ERHS28E

RHS28E

RHS28ERHS28E

RHS22F RHS22FRHS22F

RHS22F RHS22FRHS22F

RHS22F RHS22FRHS22F

RHS22F RHS22FRHS22F

RHS13H

A=± 2

500 A=± 3900

A=± 2500

A=± 2500 A=± 2500

A=± 1000A=± 1000 A=± 1000

A=± 1000A=± 1000 A=± 1000

A=± 900 A=± 900 A=± 900

A=± 850A=± 850 A=± 850

A=± 750 A=± 750 A=± 750

A=± 700 A=± 700 A=± 700

A=± 600 A=± 600 A=± 600

A=± 500A=± 500

A=± 500

A=± 450A=± 450 A=± 450

A=± 350 A=± 450 A=± 350

A=± 350 A=± 350 A=± 350

A=± 50

A=± 3200

A=± 2000

A=± 1650

A=± 1500

A=± 1450

A=± 1350

A=± 1300

A=± 950

A=± 800

A=± 650

A=± 650

A=± 1300

A=± 1300

A=± 1200

A=± 1050

A=± 1000

A=± 800

A=± 700

A=± 550

A=± 450

A=± 400

A=± 100

M=150 M=250 M=250 M=200

M=150

M=150

M=150

M=150

M=150

M=150

M=150

M=150

M=150

M=150

M=150

M=100

M=100

M=50

M=50

M=50

M=50

M=50

M=50

M=20

M=20

M=20

M=20

M=100

M=100

M=100

M=100

M=50

M=50

M=50

M=50

M=50

M=20

M=20

M=20

M=20

M=50

M=50

M=50M=50

M=50M=50

M=50M=20

M=20M=20

M=20

M=50M=50

M=50M=50

M=50M=20

M=20M=20

M=20

M=20

M=20

M=200

M=200

M=200

M=200

M=200

M=200

M=175

M=175

M=150

M=150

M=150

M=50

USBPL +2.145 m

M=250 M=250

M=200 M=200

M=200 M=200

M=200 M=200

M=200 M=200

M=200 M=200

M=150 M=150

M=150 M=150

M=150 M=150

M=200 M=200

M=25 M=25

M=200 M=200



Ground SSL12.700 m

First SSL16.350 m

Second SSL20.100 m

Third SSL23.750 m

Fourth SSL27.400 m

Fifth SSL31.050 m

Sixth SSL34.700 m

Seventh SSL38.350 m

Eighth SSL42.000 m

Ninth SSL45.650 m

Roof SSL49.600 m

Upper Roof51.200 m

6

Ex. SSL +3.385 m


RHS13G

RHS13G

RHS13GRHS22F

RHS22FRHS22F

RHS22F

RHS28DRHS28D

RHS28D

RHS28D

RHS13H

A=± 1800A=± 800

A=± 750A=± 750

A=± 700

A=± 700

A=± 600

A=± 600

A=± 500

A=± 500

A=± 500

A=± 50

A=± 150

A=± 350

A=± 350

A=± 350

A=± 400

A=± 400

A=± 450

A=± 450

A=± 500

A=± 500

A=± 525

A=± 600

M=100 M=100

M=100 M=100

M=75 M=75

M=75 M=75

M=75 M=75

M=75 M=75

M=50 M=50

M=50 M=50

M=50 M=50

M=50 M=50

M=50 M=50

M=50 M=50

M=25 M=25

M=50

M=50

M=50M=50

M=50

M=20

M=20

M=20

M=20

M=20

M=20

M=20

M=20M=20

M=50M=50

M=50

M=20M=20

M=20M=20

M=20M=20

M=20

USBPL +3.385 m

USBPL +2.145 m

A=± 50



Ground SSL12.700 m

First SSL16.350 m

Second SSL20.100 m

Third SSL23.750 m

Fourth SSL27.400 m

Fifth SSL31.050 m

Sixth SSL34.700 m

Seventh SSL38.350 m

Eighth SSL42.000 m

Ninth SSL45.650 m

Roof SSL49.600 m

Upper Roof51.200 m

E



RHS13H

RHS13GRHS13G

RHS13G

RHS13GRHS22F

RHS22F

RHS22F

RHS28DRHS28D

RHS28D

RHS28DRHS22F

A=± 1

000

A=± 7

50

A=± 600

A=± 575

A=± 500

A=± 475

A=± 425

A=± 375

A=± 300

A=± 300

A=± 250

A=± 225

A=± 100

A=± 400

A=± 400

A=± 350

A=± 350

A=± 325

A=± 325

A=± 250

A=± 250

A=± 200

A=± 200

A=± 175

A=± 150

A=± 50

M=150 M=150

M=150 M=150

M=100 M=100

M=100 M=100

M=75 M=75

M=75 M=75

M=75 M=75

M=50 M=50

M=50 M=50

M=50 M=50

M=50 M=50

M=50 M=50

M=25 M=25

M=50

M=50M=50

M=50M=50

M=50M=50

M=50M=20

M=20

M=20M=20

M=20M=20

M=20M=20

M=20

M=20M=20

M=20M=20

M=20M=20

M=20

M=20

M=20

USBPL +3.385 m

REFER TO WSL ENABLING WORKSDRG. STR-SA-83-0801FOR DETAILS OF RC SLAB IN THIS AREA.



Ground SSL12.700 m

First SSL16.350 m

Second SSL20.100 m

Third SSL23.750 m

Fourth SSL27.400 m

Fifth SSL31.050 m

Sixth SSL34.700 m

Seventh SSL38.350 m

Eighth SSL42.000 m

Ninth SSL45.650 m

Roof SSL49.600 m

Upper Roof51.200 m

D


RHS13GRHS13G

RHS13GRHS13G

RHS22FRHS22F

RHS22FRHS22F

RHS28DRHS28D

RHS28DRHS28D

RHS13H

A=± 1600

A=± 1400A=± 1050

A=± 950A=± 800

A=± 800A=± 650

A=± 650A=± 475

A=± 475A=± 425

A=± 275

A=± 75

A=± 50

A=± 150

A=± 225

A=± 250

A=± 250

A=± 350

A=± 350

A=± 425

A=± 425

A=± 500

A=± 550

A=± 675

A=± 775M=150 M=150

M=150 M=150

M=150 M=150

M=100 M=100

M=100 M=100

M=75 M=75

M=75 M=75

M=75 M=75

M=50 M=50

M=50 M=50

M=50 M=50

M=50 M=50

M=25 M=25

M=50

M=50

M=50M=50

M=50M=20

M=20M=20

M=20M=20

M=20M=20

M=20

M=20M=20

M=50M=50

M=50M=20

M=20M=20

M=20M=20

M=20M=20

M=20



Ground SSL12.700 m

First SSL16.350 m

Second SSL20.100 m

Third SSL23.750 m

Fourth SSL27.400 m

Fifth SSL31.050 m

Sixth SSL34.700 m

Seventh SSL38.350 m

Eighth SSL42.000 m

Ninth SSL45.650 m

Roof SSL49.600 m

Upper Roof51.200 m

E



2335

1035

RHS13GRHS13G

RHS13GRHS13G

RHS22FRHS22F

RHS22FRHS22F

RHS28DRHS28D

RHS28DRHS28D

RHS13H

A=± 1400A=± 1700

A=± 1050A=± 950

A=± 800A=± 800

A=± 625A=± 625

A=± 425A=± 425

A=± 275A=± 275

A=± 100

A=± 50

M=150 M=150

M=150 M=150

M=150 M=150

M=150 M=150

M=150 M=150

M=150 M=150

M=100 M=100

M=100 M=100

M=75 M=75

M=75 M=75

M=50 M=50

M=50 M=50

M=25 M=25

M=50

M=50

M=50M=50

M=50M=50

M=50M=20

M=20M=20

M=20M=20

M=20

M=20

M=20

M=20M=20

M=20M=20

M=20M=20

M=50M=50

M=50M=50

M=50

USBPL +3.385 m

A=± 750

A=± 675

A=± 550

A=± 500

A=± 425

A=± 425

A=± 325

A=± 325

A=± 225

A=± 225

A=± 150

A=± 150



Ground SSL12.700 m

First SSL16.350 m

Second SSL20.100 m

Third SSL23.750 m

Fourth SSL27.400 m

Fifth SSL31.050 m

Sixth SSL34.700 m

Seventh SSL38.350 m

Eighth SSL42.000 m

Ninth SSL45.650 m

Roof SSL49.600 m

5 4

RHS22F

RHS22F

RHS22F

RHS22F

RHS28E

RHS28E

RHS28E

RHS28E

RHS28G

RHS28G

RHS28G

RHS28G

RHS22FRHS22F

RHS22FRHS22F

RHS28ERHS28E

RHS28ERHS28E

RHS28GRHS28G

RHS28GRHS28G

A=± 1600

A=± 1400

A=± 800 A=± 600

A=± 700 A=± 500

A=± 1400

A=± 1100

A=± 600 A=± 425

A=± 1000 A=± 850

A=± 600 A=± 425

A=± 800

A=± 725

A=± 500 A=± 350

A=± 800

A=± 725

A=± 500 A=± 350

A=± 700

A=± 500

A=± 425 A=± 325

A=± 700

A=± 550

A=± 425 A=± 325

A=± 575

A=± 375A=± 300 A=± 250

A=± 575

A=± 375

A=± 300 A=± 250

A=± 450

A=± 250

A=± 250 A=± 225

A=± 450

A=± 250

A=± 150 A=± 150

A=± 400

A=± 225

M=50 M=100 M=100 M=50

M=50 M=100 M=100 M=50

M=50 M=100 M=100 M=50

M=50 M=100 M=100 M=50

M=50 M=100 M=100 M=50

M=50 M=100 M=100 M=50

M=50 M=100 M=100 M=50

M=50 M=75 M=75 M=50

M=50 M=75 M=75 M=50

M=50 M=75 M=75 M=50

M=50 M=75 M=75 M=50

M=20 M=50 M=50 M=20

M=50

M=50

M=50

M=50

M=50

M=50

M=50

M=50

M=50M=50

M=50

M=50

M=20

M=20

M=20

M=20

M=20

M=20

M=20

M=20

M=20

M=20

M=20

M=20

M=20

M=20

M=20

M=20

M=20

M=20

M=20

M=20M=20

M=20M=20

M=20M=20

M=20M=20

M=20

M=20M=20

M=20M=20

M=20M=20

M=20M=20

USBPL SSL +3.860 m

N

H

J

K

P

B

A

C

E G

F

L M

Daterman

Scales @ A0

Drawn By


Date

Project No

Drawing Status

Client

Title

Project

Amendments


GENERAL NOTES

Works Order No






t +44 20 7928 7888 f +44 3333 444 501


As indicated


OR JPT

MRA/SKD JULY 2014

H.B.REAVIS UK Ltd

BRACING ELEVATIONSSHEET 1 of 3


Cen

tral:-

\\Nt-l

ncs\

wsl

\Pro

ject

s\ST

R10

614\

CAD

\3D

\WSL

Mod

els\

WSL

-106

14-S

A-33

KWS

- C

entra

l.rvt

0500SA 22 E03STR

BRACING ELEVATION 'A' BRACING ELEVATION 'B' BRACING ELEVATION 'C' BRACING ELEVATION 'D' BRACING ELEVATION 'E' BRACING ELEVATION 'F' BRACING ELEVATION 'G' BRACING ELEVATION 'H'

KEY PLAN

1 : 100

B01 STAGE D28.07.14 MRA


RHS Beam Schedule

Beam Ref Description Shear (kN)

RHS13G 200x150x10 RHS 200RHS13H 200x100x12.5 RHS 200RHS22F 300x200x10 RHS 200RHS28D 400x200x10 RHS 200RHS28E 400x200x12.5 RHS 200RHS28G 400x200x16 RHS 200





Documents

SAMPLE REVIT DRAWINGS-SUNIT K DHINGRA-COMPLETE - WATERMANS