BUILD PROCESS
CONT.
STEP 6
Locate platform on eigth rung of
the frames.
STEP 7
Attach stabilisers at base of tower.
Please refer to the ‘Stabilisers’ section
for details on achieving an optimum
stabiliser footprint.
STEP 8
Locate next set of 8 rung frames.
STEP 9
Locate next set of AGR panels. Position
top hooks of AGR panels on horizontal
tubes of the frames before attempting
to locate the triggered hooks.
Ensure lower hooks are positively locked
onto the horizontal rungs and the AGR
panels are vertical and parallel to each
other.
STEP 10
Locate hatch platform to the sixteenth
rungs of the frames.
NOTE
: If building the tower beyond the
4.20m level, continue with steps 8,9 &
10 until the desired height is achieved,
then follow step 11.
STEP 11
Fit the toeboard set ensuring the edges
of the toeboard overlap the platform
edges on all four edges.
D
ES
CR
IP
TI
O
N
W
H
4
.2
m
4.
7m
5.
7m
6.
2m
6.
7m
7.
7m
8.
2m
8.
7m
9.
7m
10
.2
m
10
.7
m
11
.7
m
12
.2
m
12
.7
m
13
.7
m
14
.2
m
PH
2
.2
m
2.
7m
3.
7m
4.
2m
4.
7m
5.
7m
6.
2m
6.
7m
7.
7m
8.
2m
8.
7m
9.
7m
10
.2
m
10
.7
m
11
.7
m
12
.2
m
Ca
st
or
3.
26
3.
26
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
Ad
ju
st
ab
le
L
eg
1.
42
1.
42
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
Ru
ng
F
ra
m
e
3.
98
3.
98
2
0
2
2
0
2
2
0
2
2
0
2
2
0
2
2
6
Ru
ng
F
ra
m
e
5.
77
5.
77
0
2
2
0
2
2
0
2
2
0
2
2
0
2
2
0
8
Ru
ng
F
ra
m
e
7.
57
7.
57
2
2
2
4
4
4
6
6
6
8
8
8
10
10
10
12
H
at
ch
P
la
tfo
rm
13
.2
5
18
.0
0
1
2
2
2
2
2
2
3
3
3
4
4
4
5
5
5
Sa
fe
Q
ui
ck
A
G
R
Pa
ne
l
7.
07
8.
77
2
2
4
4
4
6
6
6
8
8
8
10
10
10
12
12
H
or
izo
nt
al
B
ra
ce
1.
73
2.
22
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
D
ia
go
na
l B
ra
ce
1.
90
2.
32
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
To
eb
oa
rd
S
et
7.
40
9.
52
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Fi
xe
d
St
ab
ilis
er
3.
29
3.
29
4
4
4
4
0
0
0
0
0
0
0
0
0
0
0
0
Te
le
sc
op
ic
St
ab
ilis
er
4.
86
4.
86
0
0
0
0
4
4
4
0
0
0
4
4
4
0
0
0
Se
m
i J
um
bo
St
ab
ilis
er
6.
28
6.
28
0
0
0
0
0
0
0
4
4
4
0
0
0
4
4
4
Ba
lla
st
W
ei
gh
t
25
.0
0
25
.0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
95
.1
3
11
1.
96
13
4.
06
13
7.
66
14
7.
52
16
9.
62
17
3.
22
19
5.
73
21
7.
83
22
1.
43
23
2.
58
25
4.
68
25
8.
28
28
0.
79
30
2.
89
30
6.
49
10
6.
80
12
8.
38
15
3.
88
15
7.
48
16
7.
34
19
2.
84
19
6.
44
22
3.
70
24
9.
20
25
2.
80
26
8.
70
29
4.
20
29
7.
80
32
5.
06
35
0.
56
35
4.
16
To
ta
l t
ow
er
w
ei
gh
t 2
.5
m
(K
g)
IN
TE
RN
A
L
U
SE
O
N
LY
EX
TE
RN
A
L
/
IN
TE
RN
A
L
U
SE
CO
M
PO
N
EN
T
SCH
ED
U
LE
U
N
IT
W
EI
G
H
T
1.
8M
(K
g)
U
N
IT
W
EI
G
H
T
2.
5M
(K
g)
To
ta
l t
ow
er
w
ei
gh
t 1
.8
m
(K
g)
WH -
W
or
king Heigh
t & PH - P
la
tf
or
m Heigh
t