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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: [email protected]
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