6
BoSS Ladderspan 3T
Instruction Manual
2.3
Quantity Sc
hedule
BoSS 1
450 Ladder
span t
o EN 100
4: A
vailable in 2 lengt
hs - 1
.8m and 2.5m
Internal or External Use
Internal Use
Component
Code
Component
W
orking Height (m)
4.2
4.7
5.2
5.7
6.2
6.7
7.2
7.7
8.2
8.7
9.2
9.7
10.2
10.7
11.2
11.7
12.2
12.7
13.2
13.7
14.2
Platform Height (m)
2.2
2.7
3.2
3.7
4.2
4.7
5.2
5.7
6.2
6.7
7.2
7.7
8.2
8.7
9.2
9.7
10.2
10.7
11.2
11.7
12.2
32842300
Castor 150mm
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
33551300
Adjustable Leg
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
61151300
Ladder Frame 1450 2 Rung
1
-
-
1
1
-
-
1
1
-
-
1
1
-
-
1
1
-
-
1
1
60551300
Span Frame 1450 2 Rung
1
-
-
1
1
-
-
1
1
-
-
1
1
-
-
1
1
-
-
1
1
61051300
Ladder Frame 1450 3 Rung
-
1
-
1
-
1
-
1
-
1
-
1
-
1
-
1
-
1
-
1
-
60451300
Span Frame 1450 3 Rung
-
1
-
1
-
1
-
1
-
1
-
1
-
1
-
1
-
1
-
1
-
60951300
Ladder Frame 1450 4 Rung
1
1
2
1
2
2
3
2
3
3
4
3
4
4
5
4
5
5
6
5
6
60351300
Span Frame 1450 4 Rung
1
1
2
1
2
2
3
2
3
3
4
3
4
4
5
4
5
5
6
5
6
30151100/
30251100
Fixed Deck 1.8m and 2.5m
1
2
1
1
1
2
1
1
1
2
1
1
1
2
1
1
1
2
1
1
1
30451100/
30551100
Trapdoor Deck 1.8m and 2.5m
1
1
2
2
2
2
3
3
3
3
4
4
4
4
5
5
5
5
6
6
6
31251300/
34851300
Horizontal Brace 1.8m and 2.5m (red)
6
10
10
10
10
14
14
14
14
18
18
18
18
22
22
22
22
26
26
26
26
31351300/
31451300
Diagonal Brace 2.1m and 2.7m (blue)
4
6
6
8
8
10
10
12
12
14
14
16
16
18
18
20
20
22
22
24
24
30450900/
30550900
Side T
oe Board 1.8m and 2.5m
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
30350900
End T
oe Board 1.45m
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
30150900
Toe Board Holder
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
31751300
SP7 Fixed Stabiliser
4
4
4
4
4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
31851300
SP10 T
elescopic Stabiliser
-
-
-
-
-
4
4
4
4
4
4
-
-
4
4
4
4
4
4
4
4
31951300
SP15 T
elescopic Stabiliser
-
-
-
-
-
-
-
-
-
-
-
4
4
-
-
-
-
-
-
-
-
Tower T
otal Self-weight 1.8m (kgs)
116
145
149
159
163
211
216
226
230
258
263
288
292
304
309
319
323
351
356
366
369
Tower T
otal Self-weight 2.5m (kgs)
131
165
170
180
184
239
243
254
257
292
296
323
327
346
350
360
364
399
403
414
418
Max. Exerted Leg Load 1.8m (kgs)
150
150
160
170
180
190
200
210
220
240
255
270
300
300
300
310
310
310
320
320
320
Max. Exerted Leg Load 2.5m (kgs)
170
170
180
180
190
190
200
200
210
260
305
310
320
330
340
350
360
370
380
390
400
2
Building the Tower