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Appendix G - Sentry Barrier™ Bolt Down Assembly
C
L
1905
C
L
1905
MINIMUM LENGTH OF GROUND BEAM TO BE 20m
800 (TOP OF THE RAIL)
790 (TOP OF POST)
A
A
C
C
G.L
ITEM NO.
PART NO.
DESCRIPTION
QTY.
WEIGHT EA.
DWG NO.
1
2082851SEN
SL SENTRY BOLT DOWN POST 0.774m
2
12.09
FX752-1
2
2080022
FL 12G 3810 GALV
1
41.38
FX33
3
2082791
FL WASHER SENTRY 58 O.D x 2.5mm GALV
2
0.04
FX742-3
4
2082800SEN
BNW MUSHROOM HEAD BOLT & OVERSIZED NUT M16x50
2
0.12
FX742-2
5
2080128
BNW SPLICE BOLT & NUT HT M16x32
8
0.01
FX140
6
FTRM20
BNW FULLY THREADED ROD M20X230 8.8 GALV
8
0.57
7
2080124
BNW WASHER ROUND M20X39X3 GALV
8
0.02
8
2700507A
BNW ENG NUT M20 GALV STRUCTURAL
8
0.06
16
700
800
400
150
75 (COVER)
75 (COVER)
B
B
SECTION A-A SCALE 1 : 10
C L
4 X HD20
2 x HD16
R10@300 c/c
30MPA CONCRETE
SECTION B-B SCALE 1 : 2
4
3
1
2
CL
80
C
L
155
4 x
22 THRU
200
250
SECTION C-C - BASEFLANGE
SCALE 1 : 4
SEE DRAWING FX752-3 FOR SLOT CUT DETAIL
ISOMETRIC VIEW
SCALE 1 : 20
1. FIXING BOLTS TO BE M20 GR 8.8 THREADED RODS FIXED WITH HILTI
RE-500 EPOXY.
2. MINIMUM FIXING BOLT EMBEDMENT DEPTH: 170mm
3. MINIMUM CONCRETE SUBSTRATE THICKNESS: 270mm
4. REFER TO NZTA TECHNICAL MEMO TM-012 FOR GROUND BEAM DETAILS.
A3
DESTROY ALL PREVIOUS ISSUES
REVISION
SCALE
DATE
DRAWN
DRW NO.
DESCRIPTION
1
S KERAI
5/11/2020
ASSEMBLY NO.
306 Neilson Street
Onehunga, Auckland
P O Box 12949, Penrose
Auckland, New Zealand
Telephone: 09 634 1239
Facsimile: 09 634 4525
FL SENTRY BOLT DOWN ASSY 0.774m
2082830SEN
1:15
FX752
WEIGHT(Kg)
69.87
NOTES:
1
REVISION
REV.DATE
CHANGES MADE
5/11/2020
SLOT CUTS ADDED AROUND FOOT PLATE HOLES
