2 Grating / Handrail / Plaza Steelwork Revised. 09.06.08

1 PARAPET POST PERPENDICULAR TO GIRDER 15.05.08

REV. DATEREVISION DESCRIPTIONREV. MARK

AAAA CCCC DDDD- -Architectural Corporate Draughting Ltd SY11 4NA

Shropshire

Oswestry

Whittington

9 Malthouse Close

Mobile: 07711 093 578

Tel/Fax: 01691 654451

Web: info@a-c-d.co.uk

Welds:- 6mm F.W. Full profile U.S.O.

Surface Finish / Prep:- See Spec

Material to BS4360. Grade - See Spec

HOLES BOLTS

F/S

IF IN DOUBT - ASK! A0NO COPIES TO BE TAKEN WITHOUT THE PERMISSION OF

1. ALL DIMS IN MILLIMETRES UNO2. RADIUS ALL NOTCHES3. GENERAL TOLERANCE IS4. REMOVE ALL BURRS AND SHARP EDGES

MM UNO-20

DENOTES ERECTION MARK LOCATION - FOR ORIENTATION

CSK N/SHOLES

GENERAL NOTES

R & R Engineering

SITE ADDRESS

PROJECT DESCRIPTION

CLIENT

EAGLES MEADOWS FOOT BRIDGE

WREXHAM

2A-C-D-001-001

ACD REF No:

DRAWING No

REVISION

GA02

CHECKED BY

Andy Curran Steve Wingett

CONTACT NAMEDRAWN BY

SCALE

DRAWING TITLE

1:10 1:100 1:20 1:30 1:85

SINGLE MAST

CABLE STAY FOOTBRIDGE

ELEVATION & ISOMETIC VIEWS

CONTRACT No:

17926

DRAWING CREATION DATE

30.04.2008

ISOMETRIC VIEWSOUTH SIDE

BR13

- LENG

TH FR

OM

CENTR

E H

OLE

OF FIN

PLT TO

UNDERSID

E O

F WASHER P

LT25081m

m

BR11

- LENGTH

FROM

CEN

TRE H

OLE

OF FIN

PLT TO U

NDERSID

E O

F WASH

ER PLT31676

mm

BR12

- LENG

TH FR

OM

CEN

TRE H

OLE O

F FIN PLT TO

UNDER

SIDE O

F WASH

ER PLT30863

mm

P25

P17

BR

14- LE

NG

TH

FR

OM

CEN

TR

E H

OLE

OF F

IN P

LT T

O U

ND

ER

SID

E O

F W

ASH

ER

PLT

25540m

m

BR

15- LE

NG

TH

FR

OM

CEN

TR

E H

OLE

OF F

IN P

LT T

O U

ND

ER

SID

E O

F W

ASH

ER

PLT

19848m

m

BR

16

-LE

NG

TH

FR

OM

CE

NTR

E H

OLE

OF F

IN P

LT T

O U

ND

ER

SID

E O

F W

AS

HE

R P

LT20005

mm

B4

0

B66

P13

BR

18

-LE

NG

TH

FR

OM

HO

LE

S C

EN

TR

ES

15480

mm

BR

10

-LE

NG

TH

FR

OM

HO

LE

S C

EN

TR

ES

20236

mm

BR

17

-LE

NG

TH

FR

OM

HO

LE

S C

EN

TR

ES

2035

3m

m

B51

P70

P12

P48

P20

P19

P15

P26

P16

P52

B40

P21

P18

P27

P53

B95

P55

P29P28

P30

P23

PLAZA STEELWORKREF TO PLAN FOR DETAILS

P14

B95

P33

P22

P51

P32

B95

P31

P24

P56P47

P34

ELEVATION ON ARROW 'A'REF GA011:100

+71445

+72545

+72410

+73510

+78185

+77855

+78700+78820

+78860 +78810

+78656

ISOMETRIC VIEWNORTH SIDE

B51ASSEMBLY WEIGHT OF STEEL STRUCTURE7.43T

B63ASSEMBLY WEIGHT OF STEEL STRUCTURE5.90T

B66ASSEMBLY WEIGHT OF STEEL STRUCTURE3.67T

B54

P36

P38

PLAZA STEELWORKREF TO PLAN FOR DETAILS

B64ASSEMBLY WEIGHT OF STEEL STRUCTURE4.31T

P9

P1

P46

P3

P4

B95

P8

P35

P36

B54

B65ASSEMBLY WEIGHT OF STEEL STRUCTURE3.88T

P39

P50

P36

P49

P39

P5

P6

P7

P43

B40ASSEMBLY WEIGHT OF STEEL STRUCTURE6.51T

P2

P44

P40

P136

P42P41

P42P37 P10P54

P69

P11 P45

-

PLAZA STEELWORK +786501:20

7563

3706

F126

F126

EX12

2U

C30

5*30

5*97

D

D

A

A

1897

830

329

2600

2600

500B64 UB610*305*149

B78 UB254*146*31 B83

RS

A80*8

0*8

EX117 UB457*152*52

B89

UB

305*1

65* 4

0

B84

RS

A80*8

0*8

B87 UB356*171*45

98

5

F147

F147

C C

B B

14

20

32

5

1836

1962

1373

1332

EX12

2U

C30

5*30

5*97

B75 PFC-200*90*30

B77 UC203*203*46

B64 UB610*305*149

B82 RSA80*80*8

F132

F131

F129

F128

B88

UB

305*1

65* 4

0

B85

RS

A80*8

0*8

B64

UB

203*1

33* 3

0

B81

RSA80

*80*

8

EX119 UB457*191*74

EX

120

UB

686*2

54*1

40

B86 RSA80*80*8 F130

Column 63mm of gridline

F125F125

400

F152

F149

F152

1317

B76 UB254*146*31

F142

635

687

EX118 UB457*191*74

F127

EX121 UB610*229*101

70

150

3706

M350 BS

F152 PLT10*170

F152 PLT10*170

F149 PLT5*170

A - A

1:30

10

2

62

B64 UB610*305*149 B64 UB610*305*149

EX119 UB457*191*74

EX120 UB686*254*140

B88 UB305*165*40

B87 UB356*171*45

EX118 UB457*191*74

B89 UB305*165*40

20

+78180

+78650

10

0

B64 UB203*133*30

B - B1:30

TOP OF BEARING PLT TOUNDERSIDE OF BEAM87mm CLEARANCE.

+78650

87

205 270 290

B64 UB203*133*30

400 GRIDLINE XB14

10

2

PLT15*460

FLT6*25

460

300

400

10

2 +78650

C - C

1:30

205 270

B64 UB203*133*30

GRIDLINE XB14

10

0

PLT15*460

FLT6*25

F140 FLT10*120

F140 FLT10*120

EX120 UB686*254*140

B88 UB305*165*40

F147 BS PLT10*160

FB173 FLT10*150

FB173 FLT10*150

+78974

11

7

B64 UB203*133*30

+78650 T.O.S

10

0

EX117 UB457*152*52

B87 UB356*171*45

EX122 UC305*305*97

D - D1:30

+78180 T.O.S

3707 150 3706

7563

F152 PLT10*170

F152 PLT10*170

F149 PLT5*170

EX122 UC305*305*97

F145 FLT10*150

F145 FLT10*150

CHS139.7*3.6

S.O.P.

4No M8 DRILL & TAPINTO SLEEVE.

SWAGED STUD SOCKET(SW-S 35)

336

274

5

170

CHS88.9*6.3

WASHERDIA EXT 130*INT 70*15THK

HOLE DIA 70M64*6 THREADSWAGED SOCKETWITH DOUBLE LOCK NUT

CHS193.7*12.5

PO

INT

OF

CABLE

LENG

TH

TYPICAL CABLE SUPPORT CONNECTION1:10