LOAD LINE SURVEY
Intro:
- The load line convention entered into force on 21st July 1968
- Rules of Load Line to ascertain vessel is
i. Structurally
adequate
ii. Adequate stability
iii. Water from keel to
freeboard and weather tight above freeboard
iv. Working platform
high enough from water surface to allow safe movement on exposed deck
v. Enough volume and
reserve buoyancy above waterline so that vessel safe in heavy seaway
Validity:
·
Maximum
period of validity is 5 years from the date of completion of survey
·
Periodical
inspection within 3 months either way of each annual anniversary date of the
certificate, to ensure that:
o
Alterations
have not been made to the hull or superstructures which would affect the
calculations determining the position of the load line
o
The
maintenance is an effective condition of fittings and appliances for:
§
Protection
of openings
§
Guard
rails
§
Freeing
ports
§
Means
of access to crew’s quarters
Mark:
·
No
ship shall proceed to sea or an international voyage unless it has been marked
(and inspected)
Scope of Survey
1. Superstructure and bulkheads
2. Doors - sills - closing arrangement
Cargo and other Hatchways
3.
Coamings - stays – covers - portable beams
4. Carriers or Sockets - cleats – battens
and wedges
5. Tarpaulins - security of hatchway
covers
Machinery Space Openings
6. Steel casing - access openings –
doors – sills - coamings
Openings
7. Manholes - Flush – scuttles –
companionways
8. Ventilators - coamings – closing
arrangements
9. Air Pipes - closing arrangements
10. Cargo Ports
Scuppers – Inlets and Discharges
11. Closing Arrangement
12. Side Scuttles
13. Dead Lights
14. Freeing Ports - rails – bars –
shutters
Protection of the Crew
15. Guard Rails – bulwarks – life
lines
Special Conditions of
Assignment for Type A Ships
16. Machinery casings
17. Gangway and access – hatchway –
freeing arrangements
Load Line Marks
18. Lines
19. Letters engraved
20. Hose testing
Condition
of assignments:
1.
The
construction of the ship must be such that her general structural strength will
be sufficient for the freeboard assigned. The design and construction of the
ship must be such that her stability in all probable loading conditions is
sufficient assigned.
2.
Superstructure End Bulkhead:
·
to be efficient construction to the satisfaction
of the administration. The heights of the sill of the openings at the
ends of enclosed superstructure should be at least 380mm above deck.
3.
Hatchways closed by Portable Covers with Tarpaulins:
·
The
coamings should be of substantial construction with a height above deck
of at least 600mm on exposed freeboard and on exposed superstructure deck
within ¼ of the ship’s length from FP (position 1) and at least 450mm on
exposed superstructure decks outside ¼ of the ship’s length from FP(position
2).
·
Mild
steel pontoon covers used in place of portable beams are to have their strength
calculated with the assumed loads above.
·
Battens
and wedges should be in good condition.
·
At
least 2 tarpaulins in good condition should be provided for each hatchway. And
should be approved material, strength and waterproof.
4.
Hatchway closed by Weather tight Steel Covers
·
Coaming
heights are as for those hatchways with portable beam covers.
·
Mild
steel covers should have their strength calculated assuming the loads given
previously.
·
Means
of securing weather tightness should be to the satisfaction of the
Administration, the tightness being maintained in any sea condition.
5.
Machinery Space Openings
·
to
be proper framed and efficiently enclosed by steel casings of the ample
strength.
·
Steel
doors to be fitted for access should have the sill at least 600mm above deck in
position 1, and at least 380mm above deck in position 2.
·
Fiddley,
funnel, or machinery space ventilator coamings on exposed decks are to be as
high above deck as reasonable.
6.
Other Openings in Freeboard and Superstructure Decks
·
Manholes
and flush scuttles in position 1 and 2 or within superstructures and other than
enclosed superstructures should be closed by substantial weather-tight covers.
·
Doors
for access should be of steel, and the sills should have the same height above.
7.
Ventilators
·
Should
have steel coamings and where they exceed 900mm in the height they should be
specially supported.
·
In
Position 1 ventilator coamings should be of height 900mm above deck, and in
Position 2 760mm above deck.
·
Vent
openings should be provided with efficient weather-tight closing appliances.
8.
Air Pipes
·
Exposed
parts of pipe shall be of substantial construction.
·
Height
from deck should be at least 760mm on freeboard deck, and 450mm on
superstructure decks.
·
Lower
height may be approved if these heights interfere with working arrangements.
·
Permanently
attached means of closing the pipe openings should be provided.
9.
Cargo Ports and Other Similar
Side Openings
·
Below
the freeboard deck to be fitted with watertight doors to ensure the ship’s
structural integrity.
10.
Scuppers, Inlets, and Discharges
·
Discharges
should be fitted with efficient and accessible means for preventing water from
passing inboard.
·
Normally
this should be an automatic non-return valve with means of closing provided
above the freeboard deck.
·
In
machinery space, main and auxiliary sea inlets and discharges in connection
with machinery operation of machinery may be controlled locally.
11.
Side Scuttles
·
Below
the freeboard deck or within the enclosed superstructures side scuttles should
be fitted with efficient hinged, watertight, inside deadlights.
12.
Free Openings
·
The
lower edges of freeing port should be as near the deck as practicable.
·
Openings
in the bulwarks are protected by bars spaced approximately 230mm apart.
·
If
shutters are fitted, these should be prevented from jamming.
13.
Protection of Crew
·
Efficient
guardrails or bulwarks of minimum height 1m are to be fitted on all exposed
parts pf freeboard and superstructure decks.
·
Maximum
vertical spacing between deck and lower rail is 230mm, and between other rails
is 380mm.
·
Satisfactory
means should be provided for protection of crew in getting to and from their
quarter and other parts used in working of the ship.
Special Conditions of Assignment for Type A Ship
1.
Machinery Casings
·
To
be protected by an enclosed poop or bridge of standard height, or deckhouse of
equivalent strength and height.
2.
Gangway and Access
·
An
efficiently constructed fore and aft gangway should be fitted at the level of
the superstructure deck between poop and midship bridge or deck house, or
equivalent means such as passages below deck.
·
If
houses are all aft, satisfactory arrangements should be made to allow crew to
reach all parts of ship for working purposes.
3.
Hatchways
·
All
exposed hatchway on freeboard and forecastle decks or on top of expansion
trunks are to be provided with efficient watertight covers of steel.
4.
Freeing Arrangements
·
Should
have open rail fitted for at least half the length of the exposed parts of the
weather deck, with the upper edge of the sheer strake being kept as low as
possible.
·
Where
superstructures are connected by trunks, open rails should be fitted for the
while length of the exposed parts of the freeboard deck in way of the trunk.
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