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CHAPTER II - CONSTRUCTION - SUBDIVISION AND STABILITY
5. CONSTRUCTION OF HULLS ^
5.1 Standard of Subdivision ^
5.1.1 Vessels carrying more than 12 berthed passengers on any voyage,
and vessels carrying more than 50 unberthed passengers on home-trade Class
III or inland waters Class II voyages shall be so divided by transverse
watertight bulkheads that with any one main compartment flooded, the
margin line will not be submerged.
5.1.2 Vessels carrying not more than 12 berthed passengers or not more
than 100 unberthed passengers on home-trade Class IV, minor waters Class I
or II voyages, or not more than 50 unberthed passengers on home-trade
Class III or inland waters Class II voyages shall be so constructed that
with any one main compartment flooded, the margin line will not be
submerged.
5.1.3 To provide the required buoyancy, vessels subject to subsection
5.1.2 may be fitted with a suitable closed-cell buoyant material, or
subdivided into watertight compartments.
5.1.4 Subdivision calculations shall be performed in accordance with a
recognized method taking into account the form, draught and other
characteristics of the vessel. The factor of subdivision shall be unity.
5.1.5 For the purpose of subsection 5.1.1, the watertight bulkheads to
be considered effective, shall be spaced between the collision and the
afterpeak bulkheads not less than 10 per cent of the maximum load water
line length.
5.1.6 Watertight bulkheads required by subsection 5.1.1 shall not be
stepped unless additional subdivision is provided in way of the step to
maintain the same measure of safety as that obtained by a plane bulkhead;
where a ship can withstand flooding of the two adjacent compartments
separated by a stepped bulkhead and no part of such bulkhead is nearer to
either of the other bulkheads bounding the adjacent compartments than is
permitted by subsection 5.1.5, the step will be acceptable.
5.1.7 If a watertight bulkhead is recessed, the recess shall be inboard
from the ship's side by at least one-fifth the beam amidships measured at
right angles to the centre line at the level of the load water line;
otherwise, the bulkhead shall comply with the requirements for a stepped
bulkhead.
5.1.8 In the case of vessels where the maximum moulded beam at the deck
and at the load water line differ appreciably, the inboard damage
penetration may be assumed at a mean position between that corresponding
to one-fifth of the maximum moulded beam at the deck, measured inboard at
the deck, and that corresponding to one-fifth the maximum moulded beam at
the load water line measured inboard at the load water line.
5.1.9 Where a main transverse bulkhead is stepped or recessed, an
equivalent plane bulkhead shall be used in determining the subdivision.
5.1.10 Where a main transverse watertight compartment contains local
subdivision and it can be shown to the satisfaction of the Regional
Director that, after any assumed side damage, the whole volume of the main
compartment will not be flooded, a proportionate allowance may be made in
the subdivision calculations. In such a case the volume of effective
buoyancy assumed on the undamaged side shall not be greater than that
assumed on the damaged side.
5.1.11 Means should be provided for verifying the watertight integrity
of the vessel and for periodic inspection of the internal structure.
5.2 Peak and Machinery Space Bulkheads ^
5.2.1 Every vessel must have a collision bulkhead.
5.2.2 Each collision bulkhead required by subsection 5.2.1, must be
constructed in accordance with section 5.3, and
- if the vessel has a long forward superstructure it must extend
weather tight to the deck above the bulkhead deck for service on other
than home-trade Class IV and minor waters Class I or II. The extension
need not be fitted directly above the bulkhead below provided it is
located within the limits specified in paragraph 5.2.3.(a) and the
part of the deck which forms the step is made effectively weather
tight;
- shall not be fitted with any type of penetration or opening except
as allowed elsewhere in these Standards.
5.2.3 The collision bulkhead shall be:
- located at least 5 per cent but not more than 8 per cent of the
maximum load water line length from the forward perpendicular; and
- installed in a single plane, with no recess or step, and shall be
watertight up to the bulkhead deck.
5.2.4 Every vessel shall be provided with watertight bulkheads dividing
the space appropriated to the main machinery from other spaces.
5.2.5 Compartments forward of the collision bulkhead are not to be
arranged for the carriage of fuel oil or other liquid substances that are
flammable.
5.2.6 The tail shaft and the rudder stock shall be fitted with approved
watertight glands.
5.3 Construction of Watertight Bulkheads ^
5.3.1 Each watertight subdivision bulkhead, whether transverse or
longitudinal, shall be designed in accordance with the rules of an
approved classification society, and at least to be capable of remaining
watertight with a head of water to the top of the bulkhead.
5.3.2 Each part of the structure of the vessel, forming tanks which are
intended to hold liquids, shall be of a design and construction adequate
for that purpose.
5.3.3 Each watertight bulkhead must extend to the bulkhead deck and be
installed in one plane without steps or recesses insofar as is reasonable
and practicable. Any steps or recesses permitted must comply with the
section 5.1.
5.4 Openings in Watertight Bulkheads ^
5.4.1 The number of openings in watertight bulkheads shall be reduced
to the minimum compatible with the design and proper working of the
vessel; satisfactory means shall be provided for closing these openings.
5.4.2 Where pipes, scuppers, electric cables, etc., are carried through
watertight subdivision bulkheads, arrangements shall be made to ensure the
watertight integrity of the bulkheads.
5.4.3 Valves and cocks not forming part of a piping system shall not be
fitted in any bulkhead required to be watertight.
5.4.4 Sluice valves are not permitted in watertight bulkheads.
5.4.5 Heat sensitive materials shall not be used in systems which
penetrate watertight subdivision bulkheads, where deterioration of such
systems in the event of fire would impair the watertight integrity of the
bulkheads.
5.4.6 No doors, manholes, or access openings are permitted in the
collision bulkhead below the bulkhead deck.
5.4.7 The collision bulkhead may be pierced below the bulkhead deck by
not more than one pipe for dealing with fluid in the forepeak tank,
provided that the pipe is fitted with a screwdown valve capable of being
operated from above the bulkhead deck, the valve chest being secured
inside the forepeak to the collision bulkhead, or this valve may be fitted
on the after side of the collision bulkhead provided that the valve is
readily accessible under all service conditions and the space in which it
is located is not a cargo space.
5.4.8 Not more than one doorway shall pierce a watertight bulkhead in
the machinery space; if any such bulkhead is pierced by a doorway, the
doorway shall be placed so as to have the sill as high as possible and the
outboard vertical edge of such doorway shall be situated at a distance
from the vessel's shell plating which is not less than one fifth of the
breadth of the vessel.
5.5 Means of Closing Openings in Watertight Bulkheads
^
5.5.1 In every vessel, efficient means shall be provided for closing
and making watertight all openings in bulkheads and other structures
required to be watertight.
5.5.2 Subject to subsection 5.5.3 watertight doors fitted to any such
openings shall be sliding doors. The following rules shall apply:
- where the vessel has no passenger spaces below the bulkhead deck,
the doors may be hand operated;
- where the vessel has passenger spaces below the bulkhead deck, the
doors shall be power operated and shall be capable of being
simultaneously closed from a central station situated on the
navigating bridge.
5.5.3 Hinged doors may be fitted to any such openings which are not
required to be open at sea. Such doors shall be closed before the voyage
commences and shall be kept closed during navigation. Should any of the
doors be accessible during the voyage, they shall be fitted with a device
which prevents unauthorized opening.
5.5.4 Approved watertight doors may be one of the following types:
hinged doors, hand operated sliding doors, and sliding doors which are
power operated as well as hand operated.
5.5.5 Every door required by these Standards to be watertight shall be
of such design, material and construction as will maintain the integrity
of the watertight bulkhead in which it is fitted.
5.5.6 The frame of every watertight door shall be properly fitted to
the bulkhead in which the door is situated, and the jointing material
between the frame and the bulkhead shall be of a type that will not
deteriorate or be injured by heat.
5.5.7 Every horizontally sliding watertight door shall be so installed
as to prevent its moving if the vessel rolls, and if necessary a clip or
other suitable device shall be provided for that purpose; the device shall
not interfere with the closing of the door when the door is required to be
closed.
5.5.8 The means of operation of any watertight door whether
power-operated or not shall be capable of closing the door with the ship
listed to 15 degrees either side.
5.5.9 Watertight doors shall be fitted with indicators which show at
all operating stations from which the doors are not visible whether the
doors are open or closed. If any watertight door is not capable of being
operated from a central control, means of communication shall be provided
whereby the officer of the watch may communicate with the person
responsible for the closing of the door.
5.5.10 Hinged doors shall be fitted with quick acting locking devices,
operable from each side of the bulkhead.
5.5.11 Hand-operated sliding doors shall have a horizontal motion. It
shall be possible to operate the mechanism at the door itself from either
side, and, in addition, from an accessible position above the bulkhead
deck, with an all round crank motion, or some other movement providing the
same guarantee of safety. Departures from this method of operation may be
permitted, if this requirement is impossible owing to the layout of the
spaces. When operating a hand gear the time necessary for the complete
closure of the door with the vessel upright, shall not exceed 90 seconds.
5.5.12 Power operated sliding doors shall have a horizontal motion. If
a door is required to be power operated from a central control, the
gearing shall be so arranged that the door can be operated by power also
at the door itself from both sides. The arrangement shall be such that the
door will close automatically if opened by local control after being
closed from the central control, and also such that any door can be kept
closed by local systems which will prevent the door from being opened from
the central control. Local control handles in connection with the power
gear shall be provided each side of the bulkhead and shall be so arranged
as to enable persons passing through the doorway to hold both handles in
the open position without being able to set the closing mechanism in
operation accidentally. Power operated sliding doors shall be provided
with hand gear workable at the door itself on either side and from an
accessible position above the bulkhead deck, with an all round crank
motion or some other movement providing the same guarantee of safety.
Provision shall be made to give warnings by sound signal that the door has
begun to close and will continue to sound until it is completely closed.
The door shall take a sufficient time to close to ensure safety.
5.5.13 Where screw gear is used for operating a watertight door, the
screw shall work in a part of suitable non-corrodible metal.
5.5.14 Portable plates on bulkheads shall not be permitted except in
machinery spaces. Such plates shall always be in place before the vessel
leaves port, and shall not be removed during navigation except in case of
urgent necessity. The necessary precautions shall be taken in replacing
them to ensure that the joints shall be watertight.
5.6 Openings in the Shell Plating Below the Bulkhead
Deck ^
5.6.1 The number of side scuttles, scuppers, sanitary discharges and
other openings in the shell below the bulkhead deck shall be the minimum
compatible with the design and proper working of the vessel.
5.6.2 Side scuttles shall be of a non-opening type and fitted with
efficient hinged inside deadlights permanently attached so that they can
be readily and effectively closed and secured watertight. The side
scuttles, together with their glasses and deadlights, shall be of
substantial construction. No side scuttle shall be fitted in a position so
that its sill is below a line drawn parallel to the bulkhead deck at side
and having its lowest point not less than 500 mm above the maximum load
water line. Portable plates instead of deadlights may be provided on
vessels operating on home-trade IV and minor waters Class I and II
voyages.
5.6.3 All inlets and discharges in the shell plating shall be fitted
with efficient and accessible arrangements for preventing the accidental
admission of water into the vessel.
5.6.4 Each separate discharge led through the shell plating from spaces
below the bulkhead deck shall be provided either with one automatic
non-return valve fitted with a positive means of closing it from above the
bulkhead deck, or, alternatively, with two automatic non-return valves
without such means, the upper of which is so situated above the maximum
load water line as to be always accessible for examination under service
conditions, and is of a type which is normally closed;
- where a valve with positive means of closing is fitted, the
operating position above the bulkhead deck shall be readily
accessible, and means shall be provided for indicating whether the
valve is open or closed.
5.6.5 Any valve fitted in compliance with the requirements of
subsection 5.6.3 that is a geared valve, or the lower of two non-geared
valves, shall be secured to the vessel's shell plating.
5.6.6 All cocks and valves attached to inlets or discharges, or
bulkhead fittings within B/5 distance from the shell plating, other than
inlets or discharges connected with machinery, being cocks or valves
fitted below the bulkhead deck or the failure of which may affect the
subdivision of the vessel, shall be made of steel, bronze, or other
equally efficient material; if made of steel they shall be protected
against corrosion.
5.6.7 Discharge pipes led through the shell plating below the bulkhead
deck shall not be fitted in a direct line between the outboard opening and
the connection with the deck, water closet, or other similar fittings, but
shall be arranged with bends or elbows of substantial metal other than
cast iron or lead.
5.6.8 All discharge pipes led through the shell plating below the
bulkhead deck and the valves relating thereto shall be protected from
damage.
5.6.9 All electronic devices fitted in the bottom shell plating, such
as echosounders, speed logs, etc., shall be fitted with efficient and
accessible arrangements for preventing admission of water into the vessel.
5.6.10 Efficient means shall be provided for the drainage of all
watertight decks below the bulkhead deck and any drainage pipes shall be
so fitted with valves or otherwise arranged as to avoid the danger of
water passing from a damaged to an undamaged compartment.
5.7 Watertight integrity above the Bulkhead Deck ^
5.7.1 All doors giving access to the main hull shall be strongly
constructed and hung on substantial hinges and locking arrangements shall
be such that a door can be opened from either side. The height of the
sills of access openings shall be at least 300 mm above the bulkhead deck
on vessels operating on home-trade Class III or inland waters Class II
voyages, and 150 mm on vessels operating on any other voyages. If portable
sills are fitted, they should be properly stowed in a readily accessible
position.
5.7.2 Toughened safety glass having a thickness appropriate to the size
and position of window, but not less than 6 mm, shall be fitted in
wheelhouse windows.
5.7.3 Toughened safety glass or other material having equivalent
transparency, strength, surface hardness and shatter safety properties
having a thickness appropriate to the size and position of the window, but
not less than 6 mm, shall be fitted in all other windows and side
scuttles.
5.7.4 In the case of a vessel which operates on home-trade Class III or
inland waters Class II voyages, where there is no other means of
preventing water from entering the main hull by way of a broken window or
side scuttle that is situated above the bulkhead deck, they shall be
provided with:
- storm shutters for windows;
- deadlights or portable plates for side scuttles.
5.7.5 Vessels required by these standards to have a one-compartment
standard of subdivision shall have all reasonable and practicable measures
taken, to limit the entry and spread of water above the bulkhead deck.
5.7.6 Hatchway coamings shall be of substantial construction and shall
be at least 450 mm above the deck on vessels operating on home-trade Class
III or inland waters Class II voyages, and 300 mm on vessels operating on
any other voyages. Hatchways shall be provided with efficient means for
battening them down and making them watertight.
5.7.7 Flush deck scuttles shall be watertight and strongly constructed
of steel, bronze, aluminum or other equivalent material and shall have
effectively secured covers that are retained on hinges or by a chain
permanently attached to the ship's structure.
5.7.8 Non-ferrous deck scuttles shall be isolated from the steel
structure of the vessel.
5.7.9 In every vessel, side scuttles, gangway ports and other openings
in the shell plating above the margin line, and their means of closing,
shall be of efficient design and construction and of sufficient strength
having regard to the spaces in which they are fitted and their positions
relative to the maximum load water line, and to the intended service of
the vessel.
5.7.10 In every vessel, the bulkhead deck or a deck above it shall be
watertight in the sense that in ordinary sea conditions water will not
penetrate in a downward direction. All openings in a watertight deck shall
have coamings of adequate height and strength and shall be provided with
efficient and rapid means of closing so as to make them watertight;
freeing ports or scuppers shall be provided for clearing such deck of
water under all weather conditions.
5.7.11 Any funnel or machinery space ventilator that must be kept open
for the essential operations of the vessel, and other openings leading
below deck or to enclosed superstructure which cannot be closed watertight
at sea shall have coamings of adequate height above the bulkhead deck.
5.7.12 Where air pipes extend above the bulkhead or superstructure
deck, the height from the deck to the point where water may have access
below shall be at least 600 mm on the bulkhead deck and 300 mm on
superstructure decks. Satisfactory means, permanently attached, shall be
provided for closing the openings of the air pipes.
5.7.13 Ventilators to spaces below bulkhead or superstructure decks
shall have coamings substantially constructed, and their height shall be
at least 750 mm above the bulkhead deck and 600 mm above the
superstructure decks.
5.8 Rails, Stanchions, Bulwarks and Freeing Ports ^
5.8.1 Subject to subsections 5.8.2 and 5.8.3, bulwarks, rails, chains,
wire rope or any combination of these shall be fitted around the weather
deck of the vessel at least 1000 mm in height above the weather deck, and
the distance between the rails should be not more than 230 mm, unless
strong netting is provided.
5.8.2 An inspector may allow the bulwarks, rails, chains and wire rope
referred to in subsection 5.8.1 to be portable at places where they would
interfere with the operations of the vessel.
5.8.3 The bulwarks, rails, chains or wire rope referred to in
subsection 5.8.1 may be less than 1000 mm in height in areas where
passengers have no access.
5.8.4 Subject to subsection 5.8.5 and 5.8.6, where bulwarks fitted on
the weather deck of the vessel form wells, the minimum freeing port area,
expressed in square meters, in respect of each bulwark shall be not less
than
0.7 + 0.035 l
where l, expressed in meters, is
the lesser of the length of bulwark in the well or 70 percent of the
length of the vessel.
5.8.5 Where the height of the bulwark in a well on the deck is more
than 1200 mm, the minimum freeing port area shall be increased, for each
100 mm in excess of 1200 mm, by 0.004 m2 per meter of length of
the well.
5.8.6 Where the height of the bulwark in a well on the deck is less
than 900 mm, the minimum freeing port area may be decreased, for each 100
mm less than 900 mm, by 0.004 m2 per meter of length of well.
5.8.7 The freeing ports of every vessel shall be arranged along the
length of bulwarks so as to provide rapid and effective freeing of water
from the deck of the vessel, and the lower edges of the freeing ports
shall be as close to the deck as possible.
5.8.8 Every freeing port over 300 mm in depth shall be fitted with bars
spaced not more than 230 mm apart, or with other suitable protective
devices.
5.9 Subdivision Letter ^
5.9.1 A letter stating the maximum load draft at which the vessel is
permitted to operate will be issued and shall be posted in the wheelhouse,
under glass, adjacent to the Inspection Certificate.
6. INTACT AND DAMAGE STABILITY ^
6.1 Stability in Undamaged Condition
6.1.1 The provisions of this section regarding an inclining experiment
in the undamaged condition apply to all vessels.
6.1.2 All inclining experiments shall be conducted in the presence of
and to the satisfaction of an inspector.
6.1.3 Subject to subsections 6.1.4 and 6.1.5, the inclining experiment
requirements of this section shall also apply to vessels which have been:
- transferred to registry in Canada;
- modified or converted in such manner as to affect the vessel's
stability.
6.1.4 The inclining experiment may be dispensed with if basic data is
available from the inclining experiment of a sister vessel and it is shown
to the satisfaction of the Regional Director that reliable stability
information can be obtained from such basic data.
6.1.5 The Regional Director may allow the inclining experiment to be
dispensed with in exceptional circumstances if it can be shown to the
Regional Director's satisfaction that owing to the form, construction and
arrangement of the vessel, stability calculations can safely be made
without the inclining experiment being conducted.
6.1.6 Subject to subsection 6.1.7 the results obtained from an
inclining experiment referred to in subsection 6.1.2 shall be developed in
accordance with the requirements of the "Stability, Subdivision, and
Load Line Standards", TP 7301E to indicate the stability of the
vessel in the following conditions:
- lightship;
- light operating condition;
- departure condition;
- arrival condition;
- worst designed operating condition that will be experienced having
regard to the service in which the vessel will be engaged.
6.1.7 For vessels operating on voyages other than home-trade III and
inland waters Class II, superstructures and deckhouses not regarded as
enclosed can be taken into account in stability calculations up to the
angle at which their openings are flooded (at this angle, the static
stability curve should show one or more steps, and in subsequent
computations the flooded space should be considered non-existent).
6.1.8 The owner of a vessel shall provide a document to be placed on
board the vessel, containing the results of the inclining experiment
required by subsection 6.1.2 and other relevant information for the use of
the master, and it shall be the responsibility of the owner and master to
ensure that a proper measure of stability is maintained for all conditions
of loading and ballasting. In general, this information shall contain:
- stability characteristics of the vessel;
- appropriate information relative to loading conditions specified in
this section;
- any operating condition that shall be maintained to assure the
safety of the vessel.
6.2 Stability in Damaged Condition ^
6.2.1 This section applies to every vessel carrying more than 12
berthed passengers on any voyage, and vessels carrying more than 50
unberthed passengers on home-trade Class III or inland waters Class II
voyages.
6.2.2 Every vessel shall be so constructed so as to provide sufficient
intact stability in all service conditions to enable the vessel to
withstand the final flooding of any one of the main compartments into
which the vessel is subdivided.
6.2.3 Every vessel shall be so constructed as to keep unsymmetrical
flooding to the minimum when the vessel is in a damaged condition.
6.2.4 For the purposes of this section, the sufficiency of the
stability of every such vessel shall be determined in accordance with the
provisions of the "Ship Safety Passenger Ship Operations and Damaged
Stability Standards (Non-convention Ships)" TP10943E, with the
exception that the minimum assumed longitudinal extent of damage may be 10
per cent of the maximum load water line length.
6.2.5 Relaxations from the requirements for damage stability shall be
permitted only in exceptional cases and subject to the condition that the
Board is to be satisfied that the proportions, arrangements and other
characteristics of the vessel are the most favorable to stability after
damage which can practically and reasonably be adopted in the particular
circumstances.
6.2.6 No relaxation from the requirements for damage stability may be
considered by the Board unless it is shown that the intact metacentric
height in any service condition necessary to meet these requirements is
excessive for the service intended.
6.3 Survivability Criteria ^
6.3.1 This section applies to vessels carrying not more than 12 berthed
passengers or not more than 100 unberthed passengers on home-trade Class
IV, minor waters Class I or II voyages, or not more than 50 unberthed
passengers on home-trade Class III or inland waters Class II voyages.
6.3.2 The stability of every vessel shall be deemed to be sufficient,
if the calculation shows that, after the assumed damage, the final
condition of the vessel is as follows:
- in the event of symmetrical flooding, the metacentric height is
positive, but not less than 0.05 meter;
- in the event of unsymmetrical flooding, the heel does not exceed
seven degrees; and
- the bulkhead deck is not submerged.
6.4 Stability in Swamped Condition ^
6.4.1 This section applies to all vessels which may be subject to
swamping.
6.4.2 The stability of the swamped vessel shall be deemed to be
sufficient, if the calculation shows that, after open wells or cockpits
have been flooded, the final condition of the vessel is as follows:
- the metacentric height is positive, but not less than 0.05 meter,
and
- the minimum freeboard to the top of the well or cockpit is 150 mm.
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