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Page 1- March 2018 PHOENIX N1 & N2 ALUMINIUM PARAPET INSTALLERS MANUAL VERSION 4 MARCH 2018
Page 1- March 2018
PHOENIX N1 & N2 ALUMINIUM PARAPET
INSTALLERS MANUAL VERSION 4 MARCH 2018
Page 2- March 2018
Product introduction Phoenix parapets are made from aluminium posts, rails, post – rail spacers & rail joints. These are bolted together with stainless steel fasteners onto anchors to create a permanent vehicle restraint system. The N2 system has post centres @ 3000mm The N1 system has post centres @ 3800mm There is no statutory requirement to install safety fences or barriers but if they are provided risk assessments must show that they create no additional hazard. The system has been tested in accordance with parts 1 & 2 of BS EN 1317. When used on motorways and trunk roads it must also conform to the current requirements of Highways England. Locations and usage will be determined by an appropriately qualified designer. This manual does not include design criteria and is therefore to be used only to demonstrate competence in handling and installation. However, a basic understanding of the performance value of the system is included to assist in prevention of misuse. Vehicle restraint system is categorized according to containment value (N1, N2, H1, H2 etc) and working width (W1, W2, W3, etc). These values are obtained as a result of dynamic (actual impact) tests using a variety of different vehicles to produce the containment and working width values. Typical values in relation to Phoenix Parapets are shown below. PARAPET CONTAINMENT WORKING
WIDTH UNFACTORED ULTIMATE MOMENT kNm
CO EXISTING SHEAR kN
ULTIMATE SHEAR kN
PHOENIX N2 W3 31.4 50 123.9 PHOENIX N1 W2 31.4 50 123.9
Page 3- March 2018
Requirements to install Phoenix Parapets
In essence any company wishing to install Parapets on motorways and trunk roads must work to the specifications laid out in the sector scheme document. This will ensure compliance with Highways England requirement that all companies must have third party certification for a Quality Management Scheme that is administered in accordance with a National Highways Sector Scheme as mentioned earlier.
To ensure that the installation is both appropriate and adequate all installers must also be qualified to the standards laid out in sector scheme document 5b.
This course has been registered with Lantra Awards and is recognised as being compliant with Sector Scheme 5b. Those who successfully complete the course will be issued with a Lantra Awards registration card. This will be in addition to any registration card that has already issued in respect any other type of fencing.
All sector scheme documents are published by UKAS (United Kingdom Accreditation Service) and can be viewed on their web site in full.
Page 4- March 2018
Personal Protective Equipment Required
• Gloves • Hard hat • Steel toe cap boots • HI-VIS Vest (with sleeves) or Jacket to Class III • HI-VIS trousers
Additional PPE if cutting, drilling, etc .
• Goggles • Dust Mask • Ear defenders
Installation Tools One set per team
• Ratchet wrench and sockets • Open jaw I ring spanners • Drill, drill bits & taps • Hammer / mallet • Files • Hand /Mechanical Saws • Torque wrench • Tape measure / ruler & pencil
If installing M20 resin fixed anchorages a diamond drilling rig & core bits will also be required. Generic Information & drawings
• Installers Manual • BLG PHO 01 to 10 - N2 Parapets drawings • BLG PHO 101 to 105 - N1 Parapet drawings • BLG PHO M1 & M2 – Mesh drawings
Contract Specific Information
• Method statement – How the parapet will be installed safely • Risk assessment – What risks are present & how their effects are
removed or reduced – needs to be reviewed & amended if site conditions or method change
• Delivery instruction sheet – Site address & general details • Layout drawing – Specific drawing for parapet location • Parts list – list of all components required for the parapet • Erection check sheet – completed on site as an aid to correct
installation
Page 5- March 2018
Components
SAFETY FENCE CONNECTOR
Page 6- March 2018
MESH COMPONANTS
Page 7- March 2018
Weights of Phoenix Parapet Components COMPONANT SIZE WEIGHT PHOENIX RAIL
12M LONG 55 KG
PHOENIX RAIL
9M LONG 42 KG
PHOENIX POST
1M HIGH 14 KG
PHOENIX POST
1.5M HIGH 17 KG
PHOENIX POST
1.8M HIGH 20KG
RAIL JOINT
STD 4 KG
RAIL JOINT
EXP 4 KG
TOPSTRIP
6M LONG 3 KG
BTM ANGLE
6M LONG 4 KG
M20 HOLDING DOWN FIXING
M20 X 90mm C/W WASHERS
280g
M10 RAIL JOINT FIXING M10 X 90mm C/W WASHERS & NUT
90g
M10 POST BRACKET FIXING
M10 X 65mm T HEAD C/W WASHERS & NUT
60g
M8 MESH FIXING M8 X 30mm C/W WASHERS & NUT
25g
MESH PANEL 2” x2” x 10swg
1832mm X 915mm 4KG
MESH PANEL 2” x 2”x 10swg
1832mm X 1450mm 6.5KG
CLADDING SHEET 3mm THK 1M X 1M 8 KG Lifts that contain multiple components can be calculated from the table above. Allowance should be made for weight of pallets / packaging included in the lift.
Page 8- March 2018
Installation of Parapet OPERATION METHOD TOOLS
REQUIRED FIXINGS / MATERIALS REQUIRED
DOCUMENTS REQUIRED
CHECK ANCHOR POSITIONS
MEASURE DISTANCE BETWEEN ANCHOR POSITIONS TO CONFIRM AS BUILT DIMENSIONS
TAPE MEASURE
NONE LAYOUT DRAWING
PLACE POST ON ANCHOR
PLACE 20MM THICK PACKER IN CENTRE OF ANCHOR CLUSTER. PLACE 1No FLAT WASHER & 1 No NYLON TOPHAT ONTO M20 FIXING PLACE POST ONTO PACKER & SCREW M20 FIXINGS INTO ANCHOR THROUGH BASEPLATE M20 ANTI THEFT TO BE POSITIONED IN REAR RIGHT SOCKET PLUMB POST TO UPRIGHT POSITION REPEAT AT ALL ANCHOR POSITIONS
WRENCH / SOCKET OR SPANNER TO SUIT M20 HEX SET SPIRIT LEVEL
PARAPET POST FOR EACH PARAPET POST 3No M20 X90 HEX-SETS 1 No M20 ANTI THEFT FIXING 4 No M20 FLAT WASHERS 4No M20 NYLON TOPHAT WASHERS INERT PACKERS
LAYOUT DRAWING PARTS LIST
LAYOUT RAILS DISTRIBUTE & LAY RAILS IN FRONT OF PARAPET POSTS RELATIVE TO THEIR FINAL POSITION
NONE PARAPET RAILS LAYOUT DRAWING PARTS LIST
PLACE POST-RAIL CONNECTORS ON RAIL
INSERT M10 X 65 T HEAD BOLTS THROUGH POST-RAIL CONNECTION & ALIGN HEAD OF BOLTS WITH SLIDER SLIDE POST-RAIL CONNECTION ONTO RAIL TO A POSITION IN LINE WITH POST REPEAT FOR ALL POST-RAIL CONNECTION POSITIONS
NONE PARAPET RAILS POST-RAIL S CONNECTORS FOR EACH POST-RAIL S CONNECTOR 4No M10 X 65 T HEAD BOLT
LAYOUT DRAWING PARTS LIST
FIT END RAILS TO POSTS
LIFT LOWER RAIL TO POSITION IN FRONT OF PARAPET POSTS INSERT M10 FIXINGS POTRUDING FROM REAR OF POST-RAIL CONNECTION INTO LOWER SLOTS ON FRONT OF POST PLACE WASHER PLATES ON REAR OF POST OVER M10 BOLTS
WRENCH / SOCKET OR SPANNER TO SUIT M10 HEX SET
PARAPET POSTS PARAPET RAILS WITH POST-RAIL S CONNECTORS FOR EACH POST-RAIL S CONNECTOR 2No WASHER PLATE 4No M10 WASHERS 3No M10 PLAIN NUT 1No ANTI THEFT NUT
LAYOUT DRAWING PARTS LIST
Page 9- March 2018
FIT END RAILS TO POSTS
PLACE M10 WASHER ON REAR OF POST OVER M10 BOLTS & WASHER PLATE TIGHTEN M10 NUTS ON TO THREADS OF BOLTS M10 ANTI THEFT NUT TO BE PLACED ON TOP FIXING AT DEPARTURE SIDE OF POST REPEAT FOR ALL POST-RAIL CONNECTIONS ON RAIL REPEAT AS ABOVE FOR MID & UPPER RAILS
PLACE & SECURE RAIL JOINT IN RAIL
INSERT RAIL JOINT INTO OPEN END OF RAIL ALIGN HOLES IN RAIL JOINT WITH HOLES IN RAIL PLACE M10 WASHER ON TO M10 X 90 SETSCREW PLACE 1No M10 X 90 SETSCREW THROUGH HOLE IN RAIL/RAIL JOINT (HEAD & WASHER ON TOP OF RAIL) PLACE WASHER ON M10 X 90 SETSCREW ON UNDERSIDE OF RAIL TIGHTEN M10 NUT ONTO M10 X 90 SETSCREW ON UNDERSIDE OF RAIL REPEAT FOR ALL 6No POSITIONS IN RAIL JOINT USE 1No ANTI THEFT NUT ON ONE M10 X90 SETSCREW INSTEAD OF PLAIN NUT REPEAT ROR ALL RAILS
WRENCH / SOCKET OR SPANNER TO SUIT M10 HEX SET
PARAPET RAIL RAIL JOINT FOR EACH RAIL JOINT 12No M10 X 90 HEX-HEAD SETSCREWS 24No 10 FLAT WASHERS 10 M10 PLAIN NUTS 2No ANTI THEFT NUTS
LAYOUT DRAWING PARTS LIST
Page 10- March 2018
FIT ADDITIONAL RAILS TO POSTS
LIFT LOWER RAIL TO POSITION IN FRONT OF PARAPET POSTS SLIDE RAIL OVER RAIL JOINT OF PRECEDING RAIL INSERT M10 FIXINGS POTRUDING FROM REAR OF POST-RAIL CONNECTION INTO LOWER SLOTS ON FRONT OF POST PLACE WASHER PLATES ON REAR OF POST OVER M10 BOLTS PLACE M10 WASHER ON REAR OF POST OVER M10 BOLTS & WASHER PLATE TIGHTEN M10 NUTS ON TO THREADS OF BOLTS M10 ANTI THEFT NUT TO BE PLACED ON TOP FIXING AT DEPARTURE SIDE OF POST REPEAT FOR ALL POST-RAIL CONNECTIONS ON RAIL REPEAT AS ABOVE FOR MID & UPPER RAILS
WRENCH / SOCKET OR SPANNER TO SUIT M10 HEX SET
PARAPET POSTS PARAPET RAILS WITH POST-RAIL S CONNECTORS FOR EACH POST-RAIL S CONNECTOR 2No WASHER PLATE 4No M10 WASHERS 3No M10 NUTS 1No ANTI THEFT NUT
LAYOUT DRAWING PARTS LIST
SECURE RAIL TO PRECEDING RAIL JOINT
ALIGN HOLES IN RAIL JOINT WITH HOLES IN RAIL PLACE M10 WASHER ON TO M10 X 90 SETSCREW PLACE 1No M10 X 90 SETSCREW THROUGH HOLE IN RAIL/RAIL JOINT (HEAD & WASHER ON TOP OF RAIL) PLACE WASHER ON M10 X 90 SETSCREW ON UNDERSIDE OF RAIL TIGHTEN M10 NUT ONTO M10 X 90 SETSCREW ON UNDERSIDE OF RAIL REPEAT FOR ALL 6No POSITIONS IN RAIL JOINT
WRENCH / SOCKET OR SPANNER TO SUIT M10 HEX SET
PARAPET RAIL RAIL JOINT FOR EACH RAIL JOINT 12No M10 X 90 HEX-HEAD SETSCREWS 24No 10 FLAT WASHERS 10 M10 PLAIN NUTS 2No ANTI VANDAL NUTS
LAYOUT DRAWING PARTS LIST
Page 11- March 2018
SECURE RAIL TO PRECEDING RAIL JOINT
USE 1No ANTI VANDAL NUT ON ONE M10 X90 SETSCREW INSTEAD OF PLAIN NUT REPEAT ROR ALL RAILS
LINE & LEVEL PARAPET
IDENTIFY POST LOCATIONS WHERE POSTS ARE TO BE RAISED OR LOWERED TO CORRECT PARAPET LEVEL AT POST LOCATION LOSSEN HOLDING DOWN FIXINGS ADJUST PACKING UNDER BASEPLATE TO CORRECT HEIGHT TIGHTEN HOLDING DOWN FIXINGS REPEAT AT REQUIRED POST LOCATIONS UNTILL PARAPET LEVEL IDENTIFY POST LOCATIONS WHERE POSTS ARE TO BE ADJUSTED TO CORRECT PARAPET ALIGNMENT AT POST LOCATION LOSSEN & TIGHTEN HOLDING DOWN FIXINGS ADJUST ALIGNMENT REPEAT AT REQUIRED POST LOCATIONS UNTILL PARAPET ALIGNED
WRENCH / SOCKET OR SPANNER TO SUIT M20 HEX SET
PACKERS
INSPECT PARAPET INSPECT TO ENSURE THE FOLLOWING ALL FIXINGS LOCATED & TIGHTENED POSTS INSTALLED AT CORRECT POSITIONS RAILS INSTALLED AT CORRECT POSITIONS ALL RAIL JOINTS INSERTED AT CORRECT POSITIONS COMPLETE INSPECTION CHECK SHEET WITH CLIENT
TORQUE WRENCH SOCKETS TO SUIT M10 & M20 FIXINGS
LAYOUT DRAWING PARTS LIST ERECTION CHECK SHEET
Page 12- March 2018
Installation of Safety Fence connection plate
OPERATION METHOD TOOLS REQUIRED
FIXINGS / MATERIALS REQUIRED
DOCUMENTS REQUIRED
CHECK POST POSITIONS
MEASURE DISTANCE BETWEEN ANCHOR POSITIONS TO CONFIRM AS BUILT DIMENSIONS
TAPE MEASURE
NONE
LAYOUT DRAWING
PLACE SAFETY FENCE CONNECTION PLATE (SFC) ON POSTS
PLACE SFC PLATE BETWEEN POST & LOWER RAILS IF PARAPET RAILS FIXINGS PREVIOUSLY INSTALLED, THEY NEED TO BE REMOVED DRILL POST FRONT THROUGH THE PLATE TO ALLOW INSTALLATION OF POST/PLATE FIXINGS INSERT M10 FIXINGS TIGHTEN FIXINGS
WRENCH / SOCKET OR SPANNER TO SUIT M10 HEX SET HEX ALLEN KEY TO SUIT M10 CSK FIXINGS DRILL & 12MM DRILL BIT
SFC PLATE FOR EACH SFC PLATE 4 No M0 FLAT WASHERS 4No M20 NYLON TOPHAT WASHERS
LAYOUT DRAWING PARTS LIST
INSPECT SFC
INSPECT TO ENSURE THE FOLLOWING ALL FIXINGS LOCATED & TIGHTENED POSTS INSTALLED AT CORRECT POSITIONS RAILS INSTALLED AT CORRECT POSITIONS COMPLETE INSPECTION CHECK SHEET WITH CLIENT
TORQUE WRENCH SOCKETS TO SUIT M10 FIXINGS
LAYOUT DRAWING PARTS LIST ERECTION CHECK SHEET
Page 13- March 2018
Installation of Parapet Mesh
OPERATION METHOD TOOLS REQUIRED
FIXINGS / MATERIALS REQUIRED
DOCUMENTS REQUIRED
CHECK ANCHOR POSITIONS
MEASURE DISTANCE BETWEEN ANCHOR POSITIONS TO CONFIRM AS BUILT DIMENSIONS
TAPE MEASURE
NONE
LAYOUT DRAWING
INSTALL MESH ANGLE
FROM ONE END OF PARAPET PLACE ANGLE ON TOP OF POST- MESH BRACKETS DRILL THROUGH ANGLE AT POST-MESH BRACKET POSITIONS SECURE ANGLE TO POST MESH BRACKETS WITH M8 FIXINGS REPEAT AT ALL POST POSITIONS
WRENCH / SOCKET OR SPANNER TO SUIT M8 HEX SET DRILL & 10MM DRILL BIT
MESH ANGLE AT EACH POST MESH BRACKET 1No M8 X 30 HEX SET 2No M8 FLAT WASHER 1No M8 SPRING WASHER 1No M8 HEX NUT
LAYOUT DRAWING PARTS LIST
INSTALL SPLICE PLATES
WHERE MESH ANGLES JOIN PLACE SPLICE PLATE ACROSS THE JOINT DRILL THROUGH ANGLE AT SPLICE PLATE HOLE POSITIONS SECURE ANGLE TO SPLICE PLATE WITH M8 FIXINGS REPEAT AT ALL SPLICE PLATE POSITIONS
WRENCH / SOCKET OR SPANNER TO SUIT M8 HEX SET DRILL & 10MM DRILL BIT
SPLICE PLATES AT EACH SPLICE PLATE 2No M8 X 30 HEX SET 4No M8 FLAT WASHER 2No M8 SPRING WASHER 2No M8 HEX NUT
LAYOUT DRAWING PARTS LIST
INSTALL MESH PANELS
PLACE MESH PANEL ON FACE OF RAILS & MESH ANGLE MARK & DRILL 1st MESH CLIP POSITION THROUGH TOP RAIL SECURE CLIP TO RAIL BY PLACING MESH CLIP OVER MESH & DRIVE RIVETS THROUGH CLIP & RAIL. HIT RIVET PIN WITH HAMMER UNTIL PIN FLUSH WITH HEAD OF RIVET REPEAT UNTIL ALL STD MESH CLIPS FITTED
DRILL & 4.9MM DRILL BIT HAMMER
MESH PANELS FOR EACH MESH PANEL 6No STD MESH CLIP 3No JOINT MESH CLIP 18No 0627 DRIVE RIVET
LAYOUT DRAWING PARTS LIST
Page 14- March 2018
INSTALL MESH PANELS
REPEAT AT ALL MESH PANEL POSITIONS PLACE JOINT MESH CLIP OVER MESH WHER PANELS MEET SECURE CLIP TO RAIL BY PLACING MESH CLIP OVER MESH & DRIVE RIVETS THROUGH CLIP & RAIL. HIT RIVET PIN WITH HAMMER UNTIL PIN FLUSH WITH HEAD OF RIVET
INSTALL MESH TOPSTRIP
STARTING AT ONE ENT ON TOPRAIL OF PARAPET PLACE TOPSTRIP OVER MESH PANEL ON FACE OF RAILS MARK & DRILL 1st HOLE THROUGH TOP STRIP & TOP RAIL SECURE TOPSTRIP TO RAIL BY PLACING DRIVE RIVET THROUGH TOPSTRIP & RAIL. HIT RIVET PIN WITH HAMMER UNTIL PIN FLUSH WITH HEAD OF RIVET REPEAT UNTIL ALL TOPSTRIP FITTED
DRILL & 4.9MM DRILL BIT HAMMER
TOPSTRIP FOR EACH 6M TOPSTRIP 30No 0647 DRIVE RIVET
LAYOUT DRAWING PARTS LIST
INSPECT MESH
INSPECT TO ENSURE THE FOLLOWING ALL FIXINGS LOCATED & TIGHTENED NO SHARP EDGES ON MESH COMPLETE INSPECTION CHECK SHEET WITH CLIENT
HAMMER SOCKETS OR SPANNERSTO SUIT M8 FIXINGS
LAYOUT DRAWING PARTS LIST ERECTION CHECK SHEET
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D.
UK L
TDDr
agon
by V
ale
Ente
rpris
e Pa
rk,
Man
nabe
rg W
ay,
Scun
thor
pe,
North
Lin
coln
shire
, DN1
5 8X
FTe
l: 01
724
2891
19
Fax:
017
24 2
8147
8
0229
.01.
13CH
ANGE
D TO
Saf
eRoa
d UK
JA
GE
NE
RA
L N
OT
ES
1.
ME
SH
WIR
ES
TO
BE
10s
wg
TH
ICK
SP
AC
ED
AT
50.
8 x
50.8
.2.
P
AN
ELS
SH
OW
N T
O B
E 1
832
x 91
7, C
UT
FLU
SH
ALL
RO
UN
D.
3.
ME
SH
PA
NE
LS T
O B
E M
ILD
ST
EE
L G
ALV
AN
ISE
D T
O B
S E
N IS
O 1
461:
2009
.4.
LO
NG
ITU
DIN
AL
WIR
ES
AR
E T
O F
OLL
OW
TH
E L
INE
OF
TH
E P
AR
AP
ET
&
B
E F
AC
ING
OU
TW
AR
DS
I.E
OF
F T
HE
RA
ILS
.5.
A
LL H
OLE
S C
UT
INT
O T
HE
RA
IL S
EC
TIO
NS
AR
E T
O B
E C
LEA
N C
UT
,
N
OR
MA
L T
O T
HE
SU
RF
AC
E &
TH
E C
OR
RE
CT
SIZ
E F
OR
TH
E F
IXIN
GS
.6.
A
NY
HO
LES
DA
MA
GE
D IN
PR
EP
ER
AT
ION
FO
R P
OP
/DR
IVE
RIV
ET
S O
R
S
ELF
TA
PP
ING
SC
RE
WS
MU
ST
BE
PLU
GG
ED
WIT
H O
R R
EP
LAC
ED
BY
AN
OV
ER
SIZ
ED
PO
P/D
RIV
E R
IVE
T O
R S
ELF
TA
PP
ING
SC
RE
W C
OM
PLE
TE
WIT
H A
MA
ST
IC W
AS
HE
R.
7.
AN
Y V
ER
TIC
AL
ED
GE
S O
F P
AN
ELS
AT
EIT
HE
R T
HE
EN
DS
OF
TH
E
P
AR
AP
ET
OR
AT
EX
PA
NS
ION
JO
INT
S T
HA
T A
RE
20m
m O
R M
OR
E O
UT
OF
VE
RT
ICA
L T
O B
E C
UT
TO
TH
E A
PP
RO
PR
IAT
E A
NG
LE W
ITH
A T
RIM
MIN
G
W
IRE
WE
LDE
D O
N.
8.
FO
R M
AT
ER
IAL
WE
IGH
TS
RE
FE
R T
O C
OM
PO
NE
NT
DR
AW
ING
S.
9.
NO
MIN
AL
WE
IGH
T O
F M
ES
H IN
FIL
L P
AN
EL
IS 4
.5 K
g ±
5%10
. DIM
EN
SIO
NS
AR
E IN
MIL
LIM
ET
RE
S −
UN
LES
S N
OT
ED
OT
HE
RW
ISE
.
Phoe
nix
Para
pet
Sys
tem
Opt
ion
1 M
esh
Fixing
Det
ails
Para
pet
Type
N1 &
N2 t
o BS E
N 1
317
BLG
/ PH
O /
M1 R
ev 0
2
Apr
il 2
00
6
M.T
eal
Not
to
Sca
le
G.D
01
NO
TES &
MES
H F
IXIN
GS R
EVIS
EDP.
S
DRAW
ING
NO
T TO
BE
SC
ALE
D.
IF IN
DO
UBT
ASK.
UK L
TDDr
agon
by V
ale
Ente
rpris
e Pa
rk,
Man
nabe
rg W
ay,
Scun
thor
pe,
North
Lin
coln
shire
, DN1
5 8X
FTe
l: 01
724
2891
19
Fax:
017
24 2
8147
8
0229
.01.
13CH
ANGE
D TO
Saf
eRoa
d UK
JA
Phoe
nix
Para
pet
Sys
tem
Opt
ion
2 M
esh
Fixing
Det
ails
Para
pet
Type
N1 &
N2 t
o BS E
N 1
317
BLG
/ PH
O /
M2 R
ev 0
2
Apr
il 2
00
6
M.T
eal
Not
to
Sca
le
G.D
01
NO
TES &
MES
H F
IXIN
GS R
EVIS
EDP.
S
GE
NE
RA
L N
OT
ES
1.
ME
SH
WIR
ES
TO
BE
10s
wg
TH
ICK
SP
AC
ED
AT
76.
2 x
25.4
.2.
P
AN
ELS
SH
OW
N T
O B
E 1
832
x 91
7, C
UT
FLU
SH
ALL
RO
UN
D.
3.
ME
SH
PA
NE
LS T
O B
E M
ILD
ST
EE
L G
ALV
AN
ISE
D T
O B
S E
N IS
O 1
461:
2009
.4.
LO
NG
ITU
DIN
AL
WIR
ES
AR
E T
O F
OLL
OW
TH
E L
INE
OF
TH
E P
AR
AP
ET
&
B
E F
AC
ING
OU
TW
AR
DS
I.E
OF
F T
HE
RA
ILS
.5.
A
LL H
OLE
S C
UT
INT
O T
HE
RA
IL S
EC
TIO
NS
AR
E T
O B
E C
LEA
N C
UT
,
N
OR
MA
L T
O T
HE
SU
RF
AC
E &
TH
E C
OR
RE
CT
SIZ
E F
OR
TH
E F
IXIN
GS
.6.
A
NY
HO
LES
DA
MA
GE
D IN
PR
EP
ER
AT
ION
FO
R P
OP
/DR
IVE
RIV
ET
S O
R
S
ELF
TA
PP
ING
SC
RE
WS
MU
ST
BE
PLU
GG
ED
WIT
H O
R R
EP
LAC
ED
BY
AN
OV
ER
SIZ
ED
PO
P/D
RIV
E R
IVE
T O
R S
ELF
TA
PP
ING
SC
RE
W C
OM
PLE
TE
WIT
H A
MA
ST
IC W
AS
HE
R.
7.
AN
Y V
ER
TIC
AL
ED
GE
S O
F P
AN
ELS
AT
EIT
HE
R T
HE
EN
DS
OF
TH
E
P
AR
AP
ET
OR
AT
EX
PA
NS
ION
JO
INT
S T
HA
T A
RE
20m
m O
R M
OR
E O
UT
OF
VE
RT
ICA
L T
O B
E C
UT
TO
TH
E A
PP
RO
PR
IAT
E A
NG
LE W
ITH
A T
RIM
MIN
G
W
IRE
WE
LDE
D O
N.
8.
FO
R M
AT
ER
IAL
WE
IGH
TS
RE
FE
R T
O C
OM
PO
NE
NT
DR
AW
ING
S.
9.
NO
MIN
AL
WE
IGH
T O
F M
ES
H IN
FIL
L P
AN
EL
IS 7
.2 K
g ±
5%10
. DIM
EN
SIO
NS
AR
E IN
MIL
LIM
ET
RE
S −
UN
LES
S N
OT
ED
OT
HE
RW
ISE
.
IF IN
DO
UBT
ASK.
DRAW
ING
NO
T TO
BE
SC
ALE
D.
UK L
TDDr
agon
by V
ale
Ente
rpris
e Pa
rk,
Man
nabe
rg W
ay,
Scun
thor
pe,
North
Lin
coln
shire
, DN1
5 8X
FTe
l: 01
724
2891
19
Fax:
017
24 2
8147
8
0229
.01.
13CH
ANGE
D TO
Saf
eRoa
d UK
JA
SEC
TON
TH
RO
UG
H P
OST
SU
B-AS
SEM
BLY
Det
ail s
how
s st
anda
rd 3
rail
1m n
omin
al h
eigh
t pos
tAp
prox
. wei
ght:
13.5
0 Kg
BASE
PLAT
E D
ETAI
LAp
prox
. wei
ght:
8.67
Kg/
m(P
art N
o. P
2)
REA
R E
XTR
USI
ON
No.
3-36
81 D
ETAI
LAp
prox
. wei
ght:
4.55
Kg/
m(P
art N
o. P
3)
FRO
NT
EXTR
USI
ON
No.
2-29
03 D
ETAI
LAp
prox
. wei
ght:
5.14
Kg
(Par
t No.
P1)
Appr
ox. w
eigh
t: 0.
05 K
g(P
art N
o. P
4)
CAP
PLA
TE D
ETAI
L
POST
CAP
FIT
TIN
G
VIEW
ON
A-A
ELEV
ATIO
N O
N P
OST
REA
R (E
XTR
USI
ON
No.
3-36
81)
Appr
ox. w
eigh
t: 4.
00 K
g pe
r pos
t(2
No.
pie
ces
per e
xtru
sion
)
CUT LINE
ELEV
ATIO
N O
N P
OST
FR
ON
T (E
XTR
USI
ON
No.
3-36
81)
Appr
ox. w
eigh
t: 4.
1 Kg
VIEW
ON
B-B
(See
Ext
rusi
on D
etai
l)VI
EW O
N C
-C(S
ee E
xtru
sion
Det
ail)
Phoe
nix
N1 &
N2 P
arap
et S
yste
m1m
HIG
H P
ARAPE
T SYS
TEM
- P
OST
CO
MPO
NEN
T &
ASSEM
BLY
DET
AIL
S
PHO
/CAD
/01
P.S
12
.07
.10
G.S
Not
to
Sca
le
GE
NE
RA
L N
OT
ES
1.
ALL
DIM
EN
SIO
NS
AR
E IN
MIL
LIM
ET
RE
S. U
NLE
SS
NO
TE
D O
TH
ER
WIS
E.
2.
ALL
WE
IGH
TS
AR
E A
PP
RO
XIM
AT
E. H
OLE
S A
ND
WE
LDS
TO
IND
IVID
UA
L
C
OM
PO
NE
NT
S H
AV
E N
OT
BE
EN
TA
KE
N IN
TO
CO
NS
IDE
RA
TIO
N.
TO
LER
AN
CE
TO
MA
TE
RIA
L W
EIG
HT
: ±5%
3.
TO
LER
AN
CE
TO
BO
LT/S
ET
SC
RE
W L
EN
GT
H: +
5mm
−0m
m
MATE
RIA
L G
RAD
E (U
.N.O
):ALU
MIN
IUM
- 6
082 T
601
DRAW
ING
NO
T TO
BE
SC
ALE
D.
IF IN
DO
UBT
ASK.
UK L
TDDr
agon
by V
ale
Ente
rpris
e Pa
rk,
Man
nabe
rg W
ay,
Scun
thor
pe,
North
Lin
coln
shire
, DN1
5 8X
FTe
l: 01
724
2891
19
Fax:
017
24 2
8147
8
0129
.01.
13CH
ANGE
D TO
Saf
eRoa
d UK
JA
VIEW
ON
B-B
PLAN
ON
STA
ND
ARD
RAI
L JO
INT
Appr
ox. w
eigh
t: 3.
63 K
g(P
art N
o. P
7)
PLAN
ON
EXP
ANSI
ON
JO
INT
(See
Joi
nt E
xtru
sion
Det
ail)
PLAN
ON
TYP
ICAL
RAI
LAp
prox
. wei
ght:
4.46
Kg/
m(P
art N
o. P
5)
VIEW
ON
A-A
(See
Rai
l Ext
rusi
on D
etai
l)
PLAN
ON
NO
-TEN
SIO
N E
XPAN
SIO
N J
OIN
TAp
prox
. wei
ght:
3.93
Kg
(Par
t No.
P9)
Appr
ox. w
eigh
t: 3.
63 K
g(P
art N
o. P
8)
FLAR
E SP
IGO
TAp
prox
. wei
ght:
0.50
Kg
(Par
t No.
P10
)
FLAR
ED E
ND
OPT
ION
Appr
ox. w
eigh
t: 1.
00 K
g(P
art N
o. P
6)
Appr
ox. w
eigh
t: 4.
91 K
g/m
JOIN
T/FL
ARE
SPIG
OT
EXTR
USI
ON
No.
3-36
63 D
ETAI
LAp
prox
. wei
ght:
4.46
Kg/
mR
AIL
EXTR
USI
ON
No.
3-36
64 D
ETAI
LAp
prox
. wei
ght:
5.62
Kg/
mSP
ACER
EXT
RU
SIO
N N
o.3-
3665
DET
AIL
2 pe
r pos
t spa
cer
Appr
ox. w
eigh
t: 0.
01 K
g(P
art N
o. P
11)
3 TH
K W
ASH
ER P
LATE
Appr
ox. w
eigh
t: 0.
83 K
g(P
art N
o. P
12)
ELEV
ATIO
N O
N S
PAC
ER B
RAC
KET
VIEW
ON
C-C
(See
Spa
cer E
xtru
sion
Det
ail)
Appr
ox. w
eigh
t: 0.
06 K
g(P
art N
o. P
13)
RAI
L EN
D C
AP P
LATE
Phoe
nix
N1 &
N2 P
arap
et S
yste
m1m
HIG
H P
ARAPE
T SYS
TEM
- R
AIL
CO
MPO
NEN
T &
ASSEM
BLY
DET
AIL
S
PHO
/CAD
/02
P.S
12
.07
.10
G.S
Not
to
Sca
le
GE
NE
RA
L N
OT
ES
1.
ALL
DIM
EN
SIO
NS
AR
E IN
MIL
LIM
ET
RE
S. U
NLE
SS
NO
TE
D O
TH
ER
WIS
E.
2.
ALL
WE
IGH
TS
AR
E A
PP
RO
XIM
AT
E. H
OLE
S A
ND
WE
LDS
TO
IND
IVID
UA
L
C
OM
PO
NE
NT
S H
AV
E N
OT
BE
EN
TA
KE
N IN
TO
CO
NS
IDE
RA
TIO
N.
TO
LER
AN
CE
TO
MA
TE
RIA
L W
EIG
HT
: ±5%
3.
TO
LER
AN
CE
TO
BO
LT/S
ET
SC
RE
W L
EN
GT
H: +
5mm
−0m
m
MATE
RIA
L G
RAD
E (U
.N.O
):ALU
MIN
IUM
- 6
082 T
601
DRAW
ING
NO
T TO
BE
SC
ALE
D.
IF IN
DO
UBT
ASK.
UK L
TDDr
agon
by V
ale
Ente
rpris
e Pa
rk,
Man
nabe
rg W
ay,
Scun
thor
pe,
North
Lin
coln
shire
, DN1
5 8X
FTe
l: 01
724
2891
19
Fax:
017
24 2
8147
8
0129
.01.
13CH
ANGE
D TO
Saf
eRoa
d UK
JA
SEC
TON
TH
RO
UG
H P
OST
SU
B-AS
SEM
BLY
Det
ail s
how
s st
anda
rd 3
rail
1m n
omin
al h
eigh
t pos
tAp
prox
. wei
ght:
13.5
0 Kg
(See
Drg
. PH
O/C
AD/0
1 fo
r Det
ails
)
POST
/RAI
L SP
ACER
BR
ACKE
TEX
TRU
SIO
N N
o.3-
3665
3 N
o. re
quire
d pe
r pos
tAp
prox
. wei
ght:
0.83
Kg
(See
Drg
. PH
O/C
AD/0
2 fo
r Det
ails
)
PLAN
ON
TYP
ICAL
RAI
L (E
XTR
USI
ON
No.
3-36
64)
Appr
ox. w
eigh
t: 4.
46 K
g/m
(End
rail
can
be fl
ared
or c
appe
d if
req'
d)(S
ee D
rg. P
HO
/CAD
/02
for D
etai
ls) 3
THK
WAS
HER
PLA
TE2
No.
requ
ired
per p
ost s
pace
r bra
cket
Appr
ox. w
eigh
t: 0.
01 K
g(S
ee D
rg. P
HO
/CAD
/02
for D
etai
ls)
PLAN
ON
STA
ND
ARD
RAI
L JO
INT
Appr
ox. w
eigh
t: 3.
63 K
g(S
ee D
rg. P
HO
/CAD
/02
for D
etai
ls)
PLAN
ON
EXP
ANSI
ON
JO
INT
Appr
ox. w
eigh
t: 3.
63 K
g(S
ee D
rg. P
HO
/CAD
/02
for D
etai
ls)
PLAN
ON
NO
-TEN
SIO
N E
XPAN
SIO
N J
OIN
TAp
prox
. wei
ght:
3.93
Kg
(See
Drg
. PH
O/C
AD/0
2 fo
r Det
ails
)
RAI
L EN
D C
ON
NEC
TIO
N O
PTIO
NS
One
con
nect
ion
per r
ail e
nd
Phoe
nix
N1 &
N2 P
arap
et S
yste
m1m
HIG
H 3
RAIL
- S
YSTE
M C
OM
PONEN
T D
ETAIL
S
PHO
/SC/0
1
P.S
12
.07
.10
G.S
Not
to
Sca
le
GE
NE
RA
L N
OT
ES
1.
ALL
DIM
EN
SIO
NS
AR
E IN
MIL
LIM
ET
RE
S. U
NLE
SS
NO
TE
D O
TH
ER
WIS
E.
2.
ALL
WE
IGH
TS
AR
E A
PP
RO
XIM
AT
E. H
OLE
S A
ND
WE
LDS
TO
IND
IVID
UA
L
C
OM
PO
NE
NT
S H
AV
E N
OT
BE
EN
TA
KE
N IN
TO
CO
NS
IDE
RA
TIO
N.
TO
LER
AN
CE
TO
MA
TE
RIA
L W
EIG
HT
: ±5%
3.
TO
LER
AN
CE
TO
BO
LT/S
ET
SC
RE
W L
EN
GT
H: +
5mm
−0m
m
M20
x 9
0 A
4−80
sta
inle
ss s
teel
set
scre
w c
/w M
20 fo
rm ’A
’ A4
stai
nles
s st
eel w
ashe
r &
M20
nyl
on to
p ha
t was
her.
M20
x 9
0 A
4−80
sta
inle
ss s
teel
she
arhe
ad s
etsc
rew
c/w
M20
form
’A’ A
4 st
ainl
ess
stee
l was
her
& M
20 n
ylon
top
hat w
ashe
r.
M10
x 6
5 A
4−80
sta
inle
ss s
teel
T−h
ead
bolt
c/w
M10
form
’A’ A
4w
ashe
r, M
10 ty
pe ’A
’ A4
sprin
g w
ashe
r &
M10
Nyl
oc h
ex n
ut.
M10
x 6
5 A
4−80
sta
inle
ss s
teel
T−h
ead
bolt
c/w
M10
form
’A’ A
4w
ashe
r, M
10 ty
pe ’A
’ A4
sprin
g w
ashe
r &
M10
Ant
i−van
dal n
ut.
M10
x 9
0 A
4−80
sta
inle
ss s
teel
hex
bol
t c/w
2 N
o. M
10 fo
rm ’A
’ A4
was
her,
M10
type
’A’ A
4 sp
ring
was
her
& M
10 N
yloc
hex
nut
.
M10
x 9
0 A
4−80
sta
inle
ss s
teel
hex
bol
t c/w
2 N
o. M
10 fo
rm ’A
’ A4
was
her,
M10
type
’A’ A
4 sp
ring
was
her
& M
10 A
nti−v
anda
l nut
.
M10
x 9
0 A
4−80
sta
inle
ss s
teel
hex
bol
t c/w
2 N
o. M
10 fo
rm ’A
’ A4
was
her,
M10
type
’A’ A
4 sp
ring
was
her
& M
10 A
nti−v
anda
l nut
.
9mm
thic
k ny
lon
post
pac
ker
5mm
thic
k ny
lon
post
pac
ker
2mm
thic
k ny
lon
post
pac
ker
Bo
lt/S
etsc
rew
ass
emb
ly d
escr
ipti
on
Lo
cati
on
Hol
ding
dow
n bo
ltas
sem
bly
Hol
ding
dow
n bo
ltas
sem
bly
Rai
l spa
cer
to p
ost
Rai
l spa
cer
to p
ost
Rai
l joi
nt (
stan
dard
and
expa
nsio
n)
Rai
l joi
nt (
stan
dard
and
expa
nsio
n)
Rai
l joi
nt(N
o−te
nsio
n)
Und
ersi
de o
fba
sepl
ate
Qu
anti
ty3
No.
per
pos
t
1 N
o. p
er p
ost
9 N
o. p
er p
ost
3 N
o. p
er p
ost
10 N
o. p
er jo
int
2 N
o. p
er jo
int
1 N
o. p
er jo
int
2 N
o. p
er p
ost
1 N
o. p
er p
ost
1 N
o. p
er p
ost
MATE
RIA
L G
RAD
E (U
.N.O
):ALU
MIN
IUM
- 6
082 T
601
DRAW
ING
NO
T TO
BE
SC
ALE
D.
IF IN
DO
UBT
ASK.
UK L
TDDr
agon
by V
ale
Ente
rpris
e Pa
rk,
Man
nabe
rg W
ay,
Scun
thor
pe,
North
Lin
coln
shire
, DN1
5 8X
FTe
l: 01
724
2891
19
Fax:
017
24 2
8147
8
0129
.01.
13CH
ANGE
D TO
Saf
eRoa
d UK
JA
01
MIN
OR R
EVIS
IONS
P.S
Phoe
nix
Para
pet
Sys
tem
Gen
eral
Arr
ange
men
t &
Det
ails
Para
pet
Type
N2 t
o BS E
N 1
317
BLG
/ PH
O /
01 R
ev 0
2
Apr
il 2
00
6
M.T
eal
Not
to
Sca
le
G.D
GE
NE
RA
L N
OT
ES
1.
DIM
EN
SIO
NS
AR
E S
YM
ME
TR
ICA
L A
BO
UT
CE
NT
RE
LIN
E A
ND
IN
M
ILLI
ME
TR
ES
− U
NLE
SS
NO
TE
D O
TH
ER
WIS
E.
2.
ALU
MIN
IUM
ALL
OY
EX
TR
UD
ED
SE
CT
ION
S T
O E
N A
W 6
082
T6
IN
A
CC
OR
DA
NC
E W
ITH
BS
EN
515
, BS
EN
573
−3, B
S E
N 5
73−4
,
B
S E
N 7
55−1
, BS
EN
755
−2, B
S E
N75
5−5,
BS
EN
755
−7 A
ND
BS
EN
755
−9.
WIT
H T
HE
AD
DIT
ION
AL
MA
IN R
AIL
RE
QU
IRE
ME
NT
TH
AT
TH
E M
INIM
UM
ELO
NG
AT
ION
ON
50m
m S
HA
LL B
E 1
0%.
3.
ST
AIN
LES
S S
TE
EL
FA
ST
EN
ER
S A
ND
HD
BO
LTS
TO
BS
369
2 &
BS
EN
ISO
350
6−1
GR
AD
E A
4−80
. HO
LDIN
G D
OW
N B
OLT
S T
O
B
E O
F S
UF
FIC
IEN
T L
EN
GT
H T
O G
IVE
EN
GA
GE
ME
NT
LE
NG
TH
RE
QU
IRE
D.
4.
ST
AIN
LES
S S
TE
EL
WA
SH
ER
S T
O B
S43
20 (
FO
RM
A)
MA
DE
FR
OM
ST
AIN
LES
S S
TE
EL
TO
BS
EN
ISO
350
6 G
RA
DE
A4
OR
A2.
5.
ALU
MIN
IUM
WE
LDIN
G IN
AC
CO
RD
AN
CE
WIT
H B
S E
N 1
011−
4.6.
P
AR
AP
ET
SY
ST
EM
DE
SIG
N T
O B
S E
N 1
317.
7.
FO
R R
AIL
JO
INT
DE
TA
ILS
SE
E D
RG
. No.
BLG
/PH
O/0
7.8.
F
OR
DE
TA
ILS
OF
SA
FE
TY
−FE
NC
E C
ON
NE
CT
OR
S (
IF R
EQ
UIR
ED
)
S
EE
DR
G N
o. B
LG/P
HO
/50
& B
LG/P
HO
/51.
9.
FO
R M
AT
ER
IAL
WE
IGH
TS
RE
FE
R T
O C
OM
PO
NE
NT
DR
AW
ING
S.
DRAW
ING
NO
T TO
BE
SC
ALE
D.
IF IN
DO
UBT
ASK.
UK L
TDDr
agon
by V
ale
Ente
rpris
e Pa
rk,
Man
nabe
rg W
ay,
Scun
thor
pe,
North
Lin
coln
shire
, DN1
5 8X
FTe
l: 01
724
2891
19
Fax:
017
24 2
8147
8
0229
.01.
13CH
ANGE
D TO
Saf
eRoa
d UK
JA
GE
NE
RA
L N
OT
ES
1.
DIM
EN
SIO
NS
AR
E S
YM
ME
TR
ICA
L A
BO
UT
CE
NT
RE
LIN
E A
ND
IN
M
ILLI
ME
TR
ES
− U
NLE
SS
NO
TE
D O
TH
ER
WIS
E.
2.
ALU
MIN
IUM
ALL
OY
EX
TR
UD
ED
SE
CT
ION
S T
O E
N A
W 6
082
T6
IN
A
CC
OR
DA
NC
E W
ITH
BS
EN
515
, BS
EN
573
−3, B
S E
N 5
73−4
, BS
EN
755−
1, B
S E
N 7
55−2
, BS
EN
755−
5, B
S E
N 7
55−7
AN
D B
S E
N 7
55−9
. WIT
H
T
HE
AD
DIT
ION
AL
MA
IN R
AIL
RE
QU
IRE
ME
NT
TH
AT
TH
E M
INIM
UM
ELO
NG
AT
ION
ON
50m
m S
HA
LL B
E 1
0%.
3.
ST
AIN
LES
S S
TE
EL
FA
ST
EN
ER
S A
ND
HD
BO
LTS
TO
BS
369
2 A
ND
BS
EN
ISO
350
6−1
GR
AD
E A
4−80
. HO
LDIN
G D
OW
N B
OLT
S T
O B
E O
F
S
UF
FIC
IEN
T L
EN
GT
H T
O G
IVE
EN
GA
GE
ME
NT
LE
NG
TH
RE
QU
IRE
D.
4.
ST
AIN
LES
S S
TE
EL
WA
SH
ER
S T
O B
S43
20 (
FO
RM
A)
MA
DE
FR
OM
ST
AIN
LES
S S
TE
EL
TO
BS
EN
ISO
350
6 G
RA
DE
A4
OR
A2.
5.
ALU
MIN
IUM
WE
LDIN
G IN
AC
CO
RD
AN
CE
WIT
H B
S E
N 1
011−
4.6.
P
AR
AP
ET
SY
ST
EM
DE
SIG
N T
O B
S E
N 1
317.
7.
FO
R R
AIL
JO
INT
DE
TA
ILS
SE
E D
RG
. No.
BLG
/PH
O/0
7.8.
A
LUM
INIU
M D
RIV
E R
IVE
T O
R S
IMIL
AR
, LE
NG
TH
TO
SU
IT L
OC
AT
ION
.9.
F
OR
DE
TA
ILS
OF
SA
FE
TY
−FE
NC
E C
ON
NE
CT
OR
S (
IF R
EQ
UIR
ED
)
S
EE
DR
G N
o. B
LG/P
HO
/50
& B
LG/P
HO
/51.
10.
ME
SH
TO
BE
50.
8X50
.8X
10sw
g G
ALV
AN
ISE
D S
TE
EL
WIR
E M
ES
H.
SE
E D
RG
No.
BLG
/PH
O/M
1 F
OR
TY
PIC
AL
FIX
ING
DE
TA
ILS
.11
. F
OR
DE
TA
ILS
OF
OP
TIO
N 2
ME
SH
76.
2 X
25.
4 S
EE
DR
G N
o.B
LG/P
HO
/M2.
12.
FO
R M
AT
ER
IAL
WE
IGH
TS
RE
FE
R T
O C
OM
PO
NE
NT
DR
AW
ING
S.
Phoe
nix
Para
pet
Sys
tem
Gen
eral
Arr
ange
men
t &
Opt
ion
1 M
esh
Det
ails
Para
pet
Type
N2 t
o BS E
N 1
317
BLG
/ PH
O /
02 R
ev 0
2
Apr
il 2
00
6
M.T
eal
Not
to
Sca
le
G.D
01
MIN
OR R
EVIS
IONS
P.S
DRAW
ING
NO
T TO
BE
SC
ALE
D.
IF IN
DO
UBT
ASK.
UK L
TDDr
agon
by V
ale
Ente
rpris
e Pa
rk,
Man
nabe
rg W
ay,
Scun
thor
pe,
North
Lin
coln
shire
, DN1
5 8X
FTe
l: 01
724
2891
19
Fax:
017
24 2
8147
8
0229
.01.
13CH
ANGE
D TO
Saf
eRoa
d UK
JA
GE
NE
RA
L N
OT
ES
1.
DIM
EN
SIO
NS
AR
E S
YM
ME
TR
ICA
L A
BO
UT
CE
NT
RE
LIN
E A
ND
IN
M
ILLI
ME
TR
ES
− U
NLE
SS
NO
TE
D O
TH
ER
WIS
E.
2.
ALU
MIN
IUM
ALL
OY
EX
TR
UD
ED
SE
CT
ION
S T
O E
N A
W 6
082
T6
IN
A
CC
OR
DA
NC
E W
ITH
BS
EN
515
, BS
EN
573
−3, B
S E
N 5
73−4
, BS
EN
755−
1, B
S E
N 7
55−2
, BS
EN
755−
5, B
S E
N 7
55−7
AN
D B
S E
N 7
55−9
. WIT
H
T
HE
AD
DIT
ION
AL
MA
IN R
AIL
RE
QU
IRE
ME
NT
TH
AT
TH
E M
INIM
UM
ELO
NG
AT
ION
ON
50m
m S
HA
LL B
E 1
0%.
3.
ST
AIN
LES
S S
TE
EL
FA
ST
EN
ER
S A
ND
HD
BO
LTS
TO
BS
369
2 A
ND
BS
EN
ISO
350
6−1
GR
AD
E A
4−80
. HO
LDIN
G D
OW
N B
OLT
S T
O B
E O
F
S
UF
FIC
IEN
T L
EN
GT
H T
O G
IVE
EN
GA
GE
ME
NT
LE
NG
TH
RE
QU
IRE
D.
4.
ST
AIN
LES
S S
TE
EL
WA
SH
ER
S T
O B
S43
20 (
FO
RM
A)
MA
DE
FR
OM
ST
AIN
LES
S S
TE
EL
TO
BS
EN
ISO
350
6 G
RA
DE
A4
OR
A2.
5.
ALU
MIN
IUM
WE
LDIN
G IN
AC
CO
RD
AN
CE
WIT
H B
S E
N 1
011−
4.6.
P
AR
AP
ET
SY
ST
EM
DE
SIG
N T
O B
S E
N 1
317.
7.
FO
R R
AIL
JO
INT
DE
TA
ILS
SE
E D
RG
. No.
BLG
/PH
O/0
7.8.
A
LUM
INIU
M D
RIV
E R
IVE
T O
R S
IMIL
AR
, LE
NG
TH
TO
SU
IT L
OC
AT
ION
.9.
F
OR
DE
TA
ILS
OF
SA
FE
TY
−FE
NC
E C
ON
NE
CT
OR
S (
IF R
EQ
UIR
ED
)
S
EE
DR
G N
o. B
LG/P
HO
/50
& B
LG/P
HO
/51.
10.
ME
SH
TO
BE
76.
2X25
.4X
10sw
g G
ALV
AN
ISE
D S
TE
EL
WIR
E M
ES
H.
SE
E D
RG
No.
BLG
/PH
O/M
2 F
OR
TY
PIC
AL
FIX
ING
DE
TA
ILS
.11
. F
OR
DE
TA
ILS
OF
OP
TIO
N 1
ME
SH
50.
8 X
50.
8 S
EE
DR
G N
o. B
LG/P
HO
/M1
12.
FO
R M
AT
ER
IAL
WE
IGH
TS
RE
FE
R T
O C
OM
PO
NE
NT
DR
AW
ING
S.
Phoe
nix
Para
pet
Sys
tem
Gen
eral
Arr
ange
men
t &
Opt
ion
2 M
esh
Det
ails
Para
pet
Type
N2 t
o BS E
N 1
317
BLG
/ PH
O /
03 R
ev 0
2
Apr
il 2
00
6
M.T
eal
Not
to
Sca
le
G.D
P.S
MIN
OR R
EVIS
IONS
01
IF IN
DO
UBT
ASK.
DRAW
ING
NO
T TO
BE
SC
ALE
D.
UK L
TDDr
agon
by V
ale
Ente
rpris
e Pa
rk,
Man
nabe
rg W
ay,
Scun
thor
pe,
North
Lin
coln
shire
, DN1
5 8X
FTe
l: 01
724
2891
19
Fax:
017
24 2
8147
8
0229
.01.
13CH
ANGE
D TO
Saf
eRoa
d UK
JA
Phoe
nix
para
pet
syst
ems
Det
ail o
f Rai
l joi
nts
Para
pet
Type
s N1 &
N2 t
o BS E
N 1
317
BLG
/ PH
O /
07 03
12
-05
-06
Gra
ham
Dys
on
Not
to
Sca
le
01
Rev
ised
to
suit
new r
ail d
rillin
g di
men
sion
sM
.T02
STA
ND
ARD
JO
INT
LENG
TH IN
CREA
SED
P.S
IF IN
DO
UBT
ASK.
DRAW
ING
NO
T TO
BE
SC
ALE
D.
UK L
TDDr
agon
by V
ale
Ente
rpris
e Pa
rk,
Man
nabe
rg W
ay,
Scun
thor
pe,
North
Lin
coln
shire
, DN1
5 8X
FTe
l: 01
724
2891
19
Fax:
017
24 2
8147
8
0329
.01.
13CH
ANGE
D TO
Saf
eRoa
d UK
JA
GE
NE
RA
L N
OT
ES
1.
DIM
EN
SIO
NS
AR
E S
YM
ME
TR
ICA
L A
BO
UT
CE
NT
RE
LIN
E A
ND
IN
M
ILLI
ME
TR
ES
− U
NLE
SS
NO
TE
D O
TH
ER
WIS
E.
2.
ALU
MIN
IUM
ALL
OY
EX
TR
UD
ED
SE
CT
ION
S T
O E
N A
W 6
082
T6
IN
A
CC
OR
DA
NC
E W
ITH
BS
EN
515
, BS
EN
573
−3, B
S E
N 5
73−4
,
B
S E
N 7
55−1
, BS
EN
755
−2, B
S E
N75
5−5,
BS
EN
755
−7 A
ND
BS
EN
755
−9.
WIT
H T
HE
AD
DIT
ION
AL
MA
IN R
AIL
RE
QU
IRE
ME
NT
TH
AT
TH
E M
INIM
UM
ELO
NG
AT
ION
ON
50m
m S
HA
LL B
E 1
0%.
3.
ST
AIN
LES
S S
TE
EL
FA
ST
EN
ER
S A
ND
HD
BO
LTS
TO
BS
369
2 &
BS
EN
ISO
350
6−1
GR
AD
E A
4−80
. HO
LDIN
G D
OW
N B
OLT
S T
O
B
E O
F S
UF
FIC
IEN
T L
EN
GT
H T
O G
IVE
EN
GA
GE
ME
NT
LE
NG
TH
RE
QU
IRE
D.
4.
ST
AIN
LES
S S
TE
EL
WA
SH
ER
S T
O B
S43
20 (
FO
RM
A)
MA
DE
FR
OM
ST
AIN
LES
S S
TE
EL
TO
BS
EN
ISO
350
6 G
RA
DE
A4
OR
A2.
5.
ALU
MIN
IUM
WE
LDIN
G IN
AC
CO
RD
AN
CE
WIT
H B
S E
N 1
011−
4.6.
P
AR
AP
ET
SY
ST
EM
DE
SIG
N T
O B
S E
N 1
317.
7.
FO
R R
AIL
JO
INT
DE
TA
ILS
SE
E D
RG
. No.
BLG
/PH
O/0
7.8.
F
OR
DE
TA
ILS
OF
SA
FE
TY
−FE
NC
E C
ON
NE
CT
OR
S (
IF R
EQ
UIR
ED
)
S
EE
DR
G N
o. B
LG/P
HO
/50
& B
LG/P
HO
/51.
9.
FO
R M
AT
ER
IAL
WE
IGH
TS
RE
FE
R T
O C
OM
PO
NE
NT
DR
AW
ING
S.
Phoe
nix
Para
pet
Sys
tem
Gen
eral
Arr
ange
men
t &
Det
ails
Para
pet
Type
N1 (80km
/h) to
BS E
N 1
317
BLG
/ PH
O /
101 R
ev 0
2
Apr
il 2
00
6
M.T
eal
Not
to
Sca
le
G.D
P.S
MIN
OR R
EVIS
IONS
01
IF IN
DO
UBT
ASK.
DRAW
ING
NO
T TO
BE
SC
ALE
D.
UK L
TDDr
agon
by V
ale
Ente
rpris
e Pa
rk,
Man
nabe
rg W
ay,
Scun
thor
pe,
North
Lin
coln
shire
, DN1
5 8X
FTe
l: 01
724
2891
19
Fax:
017
24 2
8147
8
0229
.01.
13CH
ANGE
D TO
Saf
eRoa
d UK
JA
