Table of Contents Table of Contents
Previous Page  420/ Lifting and Hoisting Operations / 992 Next Page
Information
Show Menu
Previous Page 420/ Lifting and Hoisting Operations / 992 Next Page
Page Background

L

iftin

g

and

H

oistin

g

O

p

erations

BOS-

P

RD-2

6

.900

6

04

T

h

e

de

gr

ee

of

p

l

ann

i

n

g

c

an

v

a

ry

co

ns

i

de

r

a

b

l

y

and

shall

de

p

end

o

n

th

e

typ

e

of

e

q

u

i

pm

en

t

to

b

e

u

sed

and

th

e

comp

l

e

xi

ty of

th

e

op

e

r

a

t

i

o

n

.

A

n

o

n

-

rout

i

ne

Li

ft

i

n

g P

l

an

shall

b

e

pr

e

p

a

r

ed

by

a

comp

e

t

en

t

p

e

r

s

o

n

. T

h

i

s

th

en

needs

to

b

e

r

e

v

i

e

w

ed

and

a

pprov

ed

by

an

oth

e

r

comp

e

t

en

t

p

e

r

s

o

n

and/

or

a

t

e

ch

n

i

c

a

l

a

uthor

i

ty

. I

t

shall

th

en

b

e

r

e

v

i

e

w

ed

and

f

i

na

li

sed

by

th

e

o

n

-

s

i

t

e

comp

e

t

en

t p

e

r

s

o

n and

th

e

L

ift

Sup

ervisor

c

a

rry

i

n

g

out

th

e

li

ft

.

A

n

o

n

-

rout

i

ne

Li

ft

i

n

g P

l

an

shall

b

e

pro

d

uc

ed

o

n

-

s

i

t

e

by

a

comp

e

t

en

t

p

e

r

s

o

n

i

f

th

e

need

a

r

i

ses

. T

h

e

sa

m

e

r

e

v

i

e

w

and

a

pprov

a

l,

by

a

se

co

nd

comp

e

t

en

t

p

e

r

s

o

n

and/

or

t

e

ch

n

i

c

a

l

a

uthor

i

ty

and

th

e

o

n

-

s

i

t

e

li

ft

i

n

g t

ea

m

and

L

ift

Sup

ervisor

c

a

rry

i

n

g out

th

e

li

ft

,

shall

b

e

r

e

q

u

i

r

ed

.

I

n a

ll

c

ases

, i

f

de

f

i

ned

upo

n

th

e

r

i

s

k

assess

m

en

t

and/

or

co

n

tr

a

ct

,

a

w

a

rr

an

ty

s

urv

e

yor

should

b

e

a

ppo

i

n

t

ed

.

4

.

3

.1

3

Initial

c

onsiderations for t

h

e assess

m

ent of t

h

e load and its

h

andlin

g

F

or

an

y

typ

e

of

li

ft

an

assess

m

en

t of

th

e

l

o

ad

i

s

v

i

t

a

l

:

x

W

h

a

t

i

s

th

e

w

e

i

ght of

th

e

l

o

ad

?

x

I

s

th

e de

c

k

s

tro

n

g

en

ough?

x

I

s

th

e

w

e

i

ght

v

e

r

i

f

i

ed

?

x

I

s

th

e

l

o

ad des

i

g

ned

for

off

s

hor

e

li

ft

i

n

g

,

for

e

x

a

mp

l

e

co

n

t

a

i

ne

r

typ

e

?

x

Ar

e

th

e

li

ft po

i

n

t

s

c

e

rt

i

f

i

c

a

t

ed/ade

q

u

a

t

e

?

x

C

an

s

li

n

g

i

n

g po

i

n

t

s

b

e

a

cc

essed

sa

f

e

l

y?

x

I

s

th

e

l

o

ad

s

l

u

n

g

i

n a

s

t

a

b

l

e

f

as

h

i

o

n

w

i

th

n

o

l

oo

se

i

t

e

m

s

i

n

or

o

n

i

t?

x

I

s

th

e

C

en

tr

e

O

f

G

r

a

v

i

ty

(

Co

G) k

n

ow

n

?

x

D

o

es

th

e

l

o

ad

h

a

v

e

i

n

t

e

gr

i

ty

and

i

n

t

e

r

na

l

s

t

a

b

ili

ty?

x

I

s

th

e

s

h

a

p

e

or

s

i

z

e d

i

ff

i

cu

l

t

to

s

li

n

g?

x

I

s

i

t

a

v

e

ry

l

o

n

g

l

o

ad

, li

a

b

l

e

to

rot

a

t

e e

tc?

x

Will i

t

f

l

e

x

u

nde

r

s

u

s

p

ens

i

o

n

?

x

D

o

es

i

t

r

e

q

u

i

r

e

se

cur

i

n

g

to

i

t

s

p

a

ll

e

t?

x

D

o

es

th

e

l

o

ad

co

n

t

a

i

n

liq

u

i

ds

?

x

I

s

i

t

fr

a

g

il

e

?

x

I

s

i

t h

i

gh

v

a

l

u

e

?

x

Ar

e

th

e

r

e

ch

e

m

i

c

a

l

s

i

n

th

e

l

o

ad

?

x

I

f

s

ub

sea

,

co

ns

i

de

r

s

hoc

k l

o

ads

and

ch

an

g

es

to

w

e

i

ght

i

n

a

i

r

d

u

e

to

th

e

e

ff

e

ct

s

of

f

l

oo

d

i

n

g

and

d

r

a

i

n

i

n

g

,

sea

b

ed

s

uct

i

o

n

,

p

l

u

s

m

a

r

i

ne

growth

or

de

br

i

s/

grout

i

f

r

e

mov

i

n

g

e

xi

s

t

i

n

g

s

ub

sea

s

tructur

es

,

added

m

ass

,

th

e

s

p

l

as

h

zo

ne

,

wh

i

ch

w

ill

b

e

a

ff

e

ct

ed

by

sea

s

t

a

t

e

,

ch

an

g

es

to

buoy

an

cy

and

th

e

c

en

tr

e

of

buoy

an

cy

;

x

Ar

e

th

e

r

e an

y

s

h

a

rp

ed

g

es

?

x

Ar

e

ho

l

d

d

ow

n

bo

l

t

s/sea

f

as

t

en

i

n

g

s

r

e

mov

ed

?

x

Ar

e ne

c

essa

ry p

e

rm

i

t

s

obt

a

i

ned

for

i

t

s

li

ft?

4

.

3

.1

4 C

onsiderations for t

h

e sele

c

tion of liftin

g

eq

u

i

pm

ent

I

n

i

t

i

a

l

assess

m

en

t

shall

i

n

c

l

u

de

th

e

fo

ll

ow

i

n

g:

x

I

s

corr

e

ct P

e

r

s

o

na

l

Prot

e

ct

i

v

e

E

q

u

i

pm

en

t

(

PPE

) i

den

t

i

f

i

ed and

u

sed

?

x

Sli

n

g

an

g

l

es

and

li

ft

i

n

g

a

tt

a

chm

en

t

an

g

l

es

;

x

Ar

e a

tt

a

chm

en

t po

i

n

t

s

ade

q

u

a

t

e

?

x

How

a

r

e

s

li

n

g

s

to

b

e

a

tt

a

ch

ed

?

x

I

s

th

e

hoo

k

typ

e

a

ppropr

i

a

t

e

?

x

M

an

u

a

l

h

and

li

n

g of

h

ea

vy

r

i

gg

i

n

g?

x

Will

d

i

v

e

r

s

or

R

e

mot

e

O

p

e

r

a

t

ed

V

e

h

i

c

l

es

(RO

V

)

b

e

i

n

vo

l

v

ed

and

a

r

e

s

li

n

g

s/a

tt

a

chm

en

t

s

comp

a

t

i

b

l

e

w

i

th

u

nde

rw

a

t

e

r wor

k

?

x

I

s

th

e

r

e a

li

ft

i

n

g

po

i

n

t

a

v

a

il

a

b

l

e

d

i

r

e

ct

l

y ov

e

rh

ead

?

x

I

s

th

e

s

li

n

g

a

rr

an

g

e

m

en

t

s

u

i

t

a

b

l

e

for

th

e

Co

G

?

x

Sli

n

g

l

a

y

d

i

r

e

ct

i

o

n

– l

e

ft h

and

l

a

y

and

r

i

ght h

and

l

a

y

shall

n

ot

b

e

co

nne

ct

ed

;

x

Will

th

e

l

a

yout

and

l

a

y

-

d

ow

n

of

th

e

s

li

n

g

s

a

ff

e

ct

co

n

tro

l

of

th

e

li

ft?

V

e

r

s

i

o

n

SF (BOS-

P

RD-0

7

.900

6

04-

v

e

r

.04). O

r

i

g

i

na

l

da

t

e

:

2

8

/

0

6

/

20

1

2.

V

e

r

s

i

o

n

da

t

e

:

3

1/1

2

/

20

15

.

V

a

li

d

v

e

r

s

i

o

n

o

n

l

y

o

n

QM

S

s

i

t

e

.

U

n

co

n

tro

ll

ed

d

ocum

en

t wh

en

pr

i

n

t

ed

.

Proc

ed

ur

e

pr

e

p

a

r

ed

by:

BOS

H

ead

of

O

p

e

r

a

t

i

o

ns

.

Approv

ed

by:

BOS

H

ead

of

O

p

e

r

a

t

i

o

ns

.

V

a

li

da

t

ed

by:

BOS

Qu

a

li

ty

R

e

pr

esen

t

a

t

i

v

e

.

1

2

/

20

420