PASMA(UK)APPROVED TRAINING CENTER

MAX SAFE WORKING LOADSTRUCTURE 750 KG

MAX SAFE WORKING LOADPLATFORM 250 KG

“SCAFFOLD WITH INCLINED LADER ” INSTRUCTION MANUAL

MANUFACTURER OF ALUMINIUM & FIBER GLASS SCAFFOLD TOWER AND LADDER

ALWAYS READ THE INSTRUCTION MANUAL FORSAFER ASSEMBLY OF SCAFFOLD

ASCEND ACCESS SYSTEMS SCAFFOLDING L.L.C.Tel : +971 4 885 5001Toll Free : 800 722 33653Email : sales@ascenduae.comWebsite : www.ascenduae.com

MAINTENANCE RULES

MOVING A TOWER :

Ensure that the scaffold tower is kept clean.

Grease all moving parts with commercial oil. Wipe off excess oil.Position the stabilizers symmetrically to obtain the MAXIMUM BASE

Spigots and sockets should �it together with ease and be secured by an interlock clip. Check frames and braces, adjustable legs and boards for paint, grit, burrs etc. Remove any foreign substance with a light wire

Where brace, ladder and platform hooks attach the frames, ensure that the frame rungs are kept clean.

Ensure that all locking hooks function correctly. If necessarylubricate with light oil.

Please check that spigot are in to the position and should �iteasily into frames.

The inside diameter of all hooks should be kept clean to ensure they �it to other components without being forced.

If in any doubt about the proper use and maintenance of thescaffold tower equipment, consult the manufacturer.

Do not misuse or abuse the scaffold tower with heavy objects, hammers etc. Do not throw components in and out of vehicles or to the ground when the tower is being dismantled. Such abuse may reduce the structural integrity of the scaffold tower. Adjustable leg's thread should be clean and lightly oiled. Under no circumstances damage or incorrect components shall be used , Either repair it or get replacement.

1. If you must move a tower, remove all materials and personnel. When moving a scaffold tower, force must always be moved from the base. The tower should only be moved manually on �irm, level ground which is free from obstacles. Normal walking speed should not be exceeded during relocation. The ground over which a tower is moved should be capable of supporting the weight of the structure. Make sure tower height is not above 4 mtr while moving the tower. Recheck the tower level and reposition stabilizer before use .2. Check the location is �irm and free from pot holes.3. Raise the stabilizer feet only enough (25mm) to clear the Obstructions. 4. Wind speed should not exceed 29km/h(Beau fort force 4).5. Check that there are no power lines or obstruction overhead.6. Before each use check that the MAT is vertical or need readjustment.7. Whether the structure assembly is still correct and complete.8. That no environmental changes in�luenc safe use of the MAT.

GEN

ERAL

SAF

ETY

RULE

SA

risk

asse

ssm

ent h

as b

een

done

and

safe

ty e

quip

men

t (Ro

pe e

tc) a

nd a

uxili

ary

tool

s are

av

aila

ble

on si

te fo

r ere

c�on

and

dism

antli

ng th

e to

wer

.

The

grou

nd co

ndi�

on w

ill ta

ke th

e w

orki

ng lo

ad a

s spe

cifie

d .

The

loca

�on

of t

ower

sho

uld

be c

heck

ed t

o pr

even

t ha

zard

s du

ring

erec

�on

&

dism

antli

ng, m

ovin

g an

d w

hile

wor

king

on

the

tow

er. L

evel

and

slo

pe, o

bstr

uc�o

n an

d w

ind

cond

i�on

shou

ld b

e ch

ecke

d.

Min

imum

2,3

per

sons

are

requ

ired

to sa

fely

ere

ct a

nd d

isman

tle th

e to

wer

.

Chec

k in

stru

c�on

s be

fore

use

. Mob

ile a

cces

s w

orki

ng t

ower

s m

ay o

nly

be e

rect

ed a

nd

dism

antle

d by

per

son

com

pete

nt fo

r wor

king

on

alum

iniu

m m

ovab

le to

wer

.

Do n

ot u

se a

ny s

caffo

ld to

wer

whi

ch is

dam

aged

, whi

ch h

as n

ot b

een

prop

erly

ere

cted

, w

hich

is n

ot fi

rm a

nd st

able

, and

whi

ch h

as a

ny m

issin

g or

dam

aged

par

ts.

Do n

ot e

rect

a sc

affol

d to

wer

on

unst

able

gro

und,

slop

es o

r obj

ects

such

as l

oose

bric

ks,

boxe

s or b

lock

s. O

nly

a so

und

rigid

foo�

ng m

ust b

e us

ed.

Ensu

re th

at th

e sc

affol

d to

wer

is a

lway

s lev

el a

nd th

e ad

just

able

legs

are

eng

aged

. Che

ck

that

you

hav

e ta

ken

all n

eces

sary

pre

cau�

ons

to p

reve

nt t

he t

ower

bei

ng m

oved

, or

rolli

ng a

way

. Alw

ays a

pply

all

cast

or b

rake

s or u

se b

ase

plat

es.

Ensu

re th

at a

ll fra

mes

, bra

ces a

nd p

la�o

rms a

re fi

rmly

in p

lace

and

that

all

lock

ing

hook

s ar

e fu

nc�o

ning

cor

rect

ly. E

nsur

e th

at a

ll fra

me

lock

ing

clip

s ar

e en

gage

d. If

any

miss

ing,

re

plac

e th

em.

Neve

r m

ix p

arts

or

com

pone

nts

from

oth

er m

anuf

actu

rers

. Da

mag

ed

com

pone

nts s

houl

d be

repl

aced

with

the

new

com

pone

nts.

It is

reco

mm

ende

d th

at t

he v

er�c

al d

istan

ce b

etw

een

two

pla�

orm

lev

el i

s 2m

tr.

Max

imum

ver

�cal

dist

ance

bet

wee

n pl

a�or

m le

vel m

ust n

ot e

xcee

d 4

mtr.

Ensu

re th

at th

e sc

affol

d to

wer

is w

ithin

the

max

imum

pla

�orm

hei

ght s

tate

d, a

nd th

at th

e ap

prop

riate

stab

ilize

rs a

re fi

�ed.

Out

door

sca

ffold

tow

ers

shou

ld, w

here

ver

poss

ible

, be

secu

red

to a

bui

ldin

g or

oth

er

stru

ctur

e. It

is go

od p

rac�

ce to

�e

in a

ll sca

ffold

tow

ers o

f any

hei

ght,

espe

cial

ly w

hen

they

ar

e le

� un

a�en

ded,

or i

n ex

pose

d or

win

dy co

ndi�

ons.

A fre

e st

andi

ng s

caffo

ld to

wer

mus

t not

be

used

in w

inds

str

onge

r th

an 1

7mph

� 27k

ph�

Beau

fort

scal

e 4.

Be

cau�

ous i

f ere

c�ng

or u

sing

the

tow

er in

ope

n pl

aces

, suc

h as

han

gers

or

un-

clad

ded

build

ings

. In

such

circ

umst

ance

s th

e w

ind

forc

es c

an b

e in

crea

sed,

as

a re

sult

of th

e fu

nnel

ling

effec

t.

Do n

ot u

se sh

eete

d to

wer

s.

Do n

ot e

rect

or

use

a sc

affol

d to

wer

nea

r un

-insu

late

d, l

ive

or e

nerg

ised

elec

trica

l m

achi

nery

or c

ircui

ts, o

r nea

r mac

hine

ry in

ope

ra�o

n.

If an

ove

rhea

d ha

zard

exi

sts,

head

pro

tec�

on sh

ould

be

wor

n.

Do n

ot le

an la

dder

s aga

inst

the

tow

er, o

r clim

b ou

tsid

e of

tow

er. W

hate

ver y

our i

nten

ded

acce

ss sy

stem

, it s

houl

d on

ly b

e us

ed in

side

the

tow

er.

Neve

r cl

imb

on h

orizo

ntal

or

diag

onal

bra

ces.

Do n

ot g

ain

acce

ss o

r de

scen

d fro

m t

he

wor

king

pla

�orm

oth

er th

an b

y th

e in

tend

ed a

cces

s sys

tem

.

1. 2. 3. 4. 5. 6. 7. 8. 9. 10.

11.

12.

13.

14.

15.

16.

17.

18.

Do n

ot w

ork

from

ladd

ers o

r sta

irway

s, th

ey a

re a

mea

ns o

f acc

ess o

nly.

Alw

ays l

i� co

mpo

nent

s fro

m in

side

the

tow

er.

Whe

n li�

ing

mat

eria

ls or

com

pone

nts a

lway

s use

relia

ble

li�in

g m

ater

ials

to e

nsur

e th

ere

is no

pos

sibili

ty o

f it f

allin

g.

Alw

ays �

e th

e to

wer

whe

n it

is le

� un

a�en

ded

.

Guar

drai

ls an

d to

e bo

ards

mus

t be

fi�ed

to th

e w

orki

ng p

la�o

rms.

Neve

r jum

p on

to o

r off

pla�

orm

s.

Neve

r pl

ace

the

wor

king

pla

�orm

on

the

guar

drai

l fra

me.

Alw

ays

keep

dou

ble

heig

ht

guar

drai

l at e

ach

pla�

orm

leve

ls, n

ever

stan

d on

an

ungu

arde

d pl

a�or

m.

DO N

OT e

xcee

d th

e sa

fe w

orki

ng lo

ad o

f the

pla

�orm

or s

truc

ture

by a

ccum

ula�

ng d

ebris

, m

ater

ial t

ools

on p

la�o

rms a

s the

se ca

n be

a si

gnifi

cant

add

i�on

al lo

ad.

The

tow

er sh

ould

alw

ays b

e ac

cess

ed fr

om th

e in

side

usin

g th

e la

dder

fram

e ,n

ever

clim

b up

from

out

side.

Ens

ure

that

the

lock

ing

hook

s on

the

pla�

orm

are

func

�oni

ng co

rrec

tly.

Bew

are

of h

orizo

ntal

for

ces

(e.g

. w

hen

usin

g po

wer

too

ls),

whi

ch c

ould

gen

erat

e in

stab

ility

or o

vert

urni

ng o

f the

tow

er. M

axim

um h

orizo

ntal

forc

e 20

kg.

Shou

ld y

ou r

equi

re a

ddi�

onal

pla

�orm

hei

ght,

add

furt

her

fram

es. N

EVER

ext

end

your

ad

just

able

legs

to a

chie

ve e

xtra

hei

ght,

thes

e ar

e fo

r lev

ellin

g on

ly. N

EVER

use

a la

dder

or

othe

r obj

ects

on

the

pla�

orm

to a

chie

ve a

ddi�

onal

hei

ght.

Do n

ot th

row

the

scaff

old

part

s , a

lway

s low

er th

em to

the

grou

nd.

Mob

ile to

wer

s are

not

des

igne

d to

be

li�ed

or s

uspe

nded

. Per

miss

ible

load

acc

ordi

ng to

sc

affol

d lo

ad g

roup

is 2

00 k

g/m

2.

It is

not

perm

issib

le t

o a�

ach

and

use

hois�

ng f

acili

�es

on t

ower

s, un

less

spe

cific

ally

pr

ovid

ed fo

r by

the

man

ufac

ture

r.

Acco

rdin

g to

HD

1004

the

dou

ble

wid

th t

ower

mus

t no

t be

exc

eede

d 12

mtr

to

top

pla�

orm

for

indo

or u

se a

nd 8

Mtr

pla

�orm

hei

ght (

wor

king

hei

ght 1

0 m

tr) f

or o

utdo

or

use.

• Fo

r sin

gle

wid

th to

wer

max

imum

wor

king h

eigh

t for

bot

h in

terio

r and

ext

erio

r wor

k is 8

mtr.

• If

the

pla�

orm

hei

ght r

each

es m

ore

than

6 m

tr fo

r sin

gle

wid

th a

nd 8

mtr

for t

he d

oubl

e

wid

th sc

affol

d, th

en it

shou

ld b

e se

cure

d ag

ains

t the

wal

l prio

r to

use.

•

Alw

ays �

e to

a so

lid st

ruct

ure,

whi

le ty

ing

the

tow

er a

�ach

a �

e at

4 m

tr in

terv

al.

The

max

imum

wor

king

loa

d on

the

Asc

end

span

50

is 75

0 kg

for

ove

rall

stru

ctur

e (in

clud

ing

tow

er se

lf w

eigh

t) an

d 25

0 kg

eve

nly

dist

ribut

ed o

n th

e pl

a�or

m. T

his m

ust n

ot

be e

xcee

ded.

The

safe

wor

king

load

at e

ach

leve

l of p

la�o

rm is

360

kg

even

ly d

istrib

uted

. Th

eref

ore,

if t

wo

pla�

orm

s ar

e in

stal

led

side

by s

ide,

tot

al c

umul

a�ve

load

sha

ll no

t ex

ceed

360

kg d

istrib

uted

. Do

not o

verlo

ad th

e sc

affol

ding

tow

er.

Alw

ays t

ake

care

of A

lum

iniu

m sc

affol

d to

wer

equ

ipm

ent.

Rem

embe

r you

r saf

ety d

epen

ds

on th

e sa

fe e

rec�

on a

nd u

se o

f the

equ

ipm

ent.

29.

28.

27.

26.

25.

24.

23.

22.

21.

20.

19.

31.

30.

32.

33.

34.

35.

USE OF STABILIZERS

ALWAYS ENSURE STABILIZER SIZE IS CORRECT ANDABLE TO SUPPORT TOWER

Stabilizers are to be used, when specified, to guarantee the structural stability of the tower

Lightly tighten the upper clamps above the third rung on each corner post. Position the lower clamp above the bottom rung. Ensure the lower arm is as horizontal as possible. Position the stabilizers so that the footpads are approximately equidistant from each other, as shown in Fig 1. Adjust the stabilizer and reposition the clamps as required to make �irm contact with the ground. Ensure the clips with locking pin are in place. When in the correct position, tighten the clamps �irmly.

To position the tower against a wall, do not remove the stabilizer; move parallel with the wall. (Fig 2)

To position the tower in a corner, remove the inside stabilizer and place the outside two parallel with the wall. (Fig 3)

Fig 1 Fig 2 Fig 3

Diagonal

Stabilizer

Wheel

Span Frame

Span Frame

Horizontal

Inclined Ladder

TOW

ER H

EIG

HT

5.3

6.3

7.3

8.3

9.3

10.3

11.3

12.3

13.3

PLA

TFO

RM H

EIG

HT

45

67

89

1011

12W

ORK

ING

HEI

GH

T6

78

910

1112

1314

SIZE

: W

IDTH

140

CM

LEN

GTH

255

CM

COM

PON

ENTS

UN

IT

WEI

GHT

20CM

WH

EEL

60CM

AD

JUST

ABLE

JACK

&N

UT

5.78

44

44

44

44

414

0CM

WID

E 2

RUN

G S

PAN

FRA

ME

100C

M H

IGH

3.70

20

20

20

20

214

0CM

WID

E 4

RUN

G S

PAN

FRA

ME

200C

M H

IGH

7.10

46

68

810

1012

1225

6.5C

M T

RAPD

OO

R PL

ATFO

RM14

.08

2

33

44

55

66

256.

5CM

STA

ND

ARD

PLA

TFO

RM13

.70

2

33

44

55

66

255C

M H

ORI

ZON

TAL

BRAC

E2.

32

10

1414

1818

2222

2626

275C

M D

IAG

AON

AL B

RACE

2.45

810

1214

1618

2022

24IN

CLIN

ED L

ADD

ER 7

STE

PS6.

10

1

22

33

44

55

244C

M W

OO

DEN

SID

E TO

EBO

ARD

3.38

22

22

22

22

211

8CM

WO

OD

EN E

ND

TO

E BO

ARD

1.84

22

22

22

22

230

0CM

LO

NG

STA

BILI

ZER

4.64

44

44

00

00

045

0CM

LO

NG

STA

BILI

ZER

5.90

00

40

44

00

060

0CM

LO

NG

STA

BILI

ZER

6.90

00

00

00

44

4

TOW

ER W

EIG

HT

IN K

GS

2.55

MTR

LO

NG

193.

424

7.2

284.

131

4.4

332.

738

6.6

403.

945

7.8

471.

1

The

Asce

nd D

oubl

e W

idth

Incl

ined

Lad

der S

caffo

ld is

a u

niqu

e de

sign

of t

ower

s, w

hich

allo

ws

us to

ac

cess

with

the

com

plet

e sa

fety

. An�

-slip

ste

ps a

nd p

la�o

rm w

ith th

e sa

fer a

cces

s m

etho

ds to

as

sem

ble

and

dism

antle

. The

num

ber o

f com

pone

nts

in th

e To

wer

- Kit

is s

uffici

ent f

or p

rope

r in

stal

la�o

n.

DO

UBL

E W

IDTH

INCL

INED

LAD

DER

SCA

FFO

LD

4)Wheel lock - Install castor / leg assem-bly to frame by pushing the leg into the frame tube. This Should be done with manual force only, no tools. Lock Castors before ascending any part of the tower.

Dismantling- Please Dismantle the Tower reverse from build process.

Assembly Process

3)Windlock - A windlock clip is installed on the platform at the hook. This is locked as shown here.

2)Snap pins - Unlock the interlock Clips on all frames. When installed, always move the interlock clip to the “Locked” Position.

1)Brace lock - Sort the braces into horizon-tal and diagonal braces, the diagonal brasses are slightly longer in size.

SCAFFOLD WITH INCLINED LADER

ILLUSTRATION

STEP-1 Fit caster in to span frame & ladder frame (or base Frame)and press stop to apply brake.See Illustration 4

STEP-6Fit diagonal brace from 3rd to 5th and 5th to 7th rung both the sides.

STEP-11Standing on the guarded platform fit extension frames and follow step 5,6,7,8 and 9 till the desired height in achieved.

STEP-12On the final working platform

STEP-13Assembled tower.

STEP -7Place inclined ladder with handrail on the platform. Engage wind lockof stairway.

STEP-8Fit standard and trapdoor platform on 3rd rung from top. Make sure trapdoor door opens to the side of inclined ladder. Engage the wind lock. See Illustration 3.

STEP-9Sitting on the trapdoor opening of the platform fit two horizontal brace on both the open sides of the platform.

STEP-2Fir Horizontal brace on the framelowest rung. Make sure bracehook facing outside from inside.

STEP-3Fit diagonal brace from 1st rung to 3rd on the sides in opposite direction. Make sure braces are aligned. Adjust the wheel nut if necessary to level the tower.

STEP-4Fit Platform on Lowest rung and fit two horizontal brace on each open sides.

STEP-5Starting on the guarded platform fit span frame on the lower spanframes both the side engage wind lock. See illustration 2.

STEP-10Fit stabilizer ASAP to increase the base dimension, position the stabilizerso that the foot pads area approximately.equidistant from other at 45 degree for maximum stability.