Freeing Ports
(1) The standards for water freeing arrangements shall comply with
Load Line Convention as far as it is reasonable and
practicable to do so and in any case the intention shall be
to achieve a standard of safety which is at least equivalent
to the standard of the Load Line Convention.
(2) Where a well is created on each side of the vessel between a
superstructure or deckhouse, and the bulwark in way of that
superstructure or deck house, the following formula may be
used, in accordance with Figure 2.2, to determine the
required freeing port areas on each side of the vessel for
the well concerned-
Figure 2.2
(3) In individual cases, when the Administration considers that the
requirements of Load Line Convention with respect to freeing
port areas cannot be met, the Administration may consider
and approve alternative arrangements to achieve adequate
safety standards which may take account of a reduced
permeability and volume of a well.
(4) For a Passenger Yacht 2 (PY2) the requirement for the minimum
freeing port area for a forward or after well as determined
in accordance with paragraph (2) may be reduced by a form
factor equal to the ratio of
where-
-
- AW = Actual area of the well;
-
LW = Overall length of the well;
-
BW = Maximum breadth of the well; and
-
Dimensions are measured at half the height
of the bulwark above the deck of the well,
provided that
-
(a) the maximum reduction shall not exceed 50%;
-
(b) the stability requirements for the yacht are
maintained with all the wells flooded to any level
up to the height of the bulwark; and
-
(c) the freeing port area provided is sufficient to
allow the well to drain in less than three
minutes.
Recesses
(5) Any recess in the weather deck shall be of weathertight
construction and shall be self draining under all normal
conditions of heel and trim of the vessel; a swimming pool
or spa bath, open to the elements, shall be treated as a
recess.
(6) The means of drainage provided shall be capable of
efficient operation when the vessel is heeled to an angle of
10°.
(7) The drainage arrangements shall have the capability of draining
the recess (when fully charged with water) within 3 minutes
when the vessel is upright and at the load line draft and
means shall be provided to prevent the backflow of sea water
into the recess.
(8) Where it is not practical to provide drainage which meets the
requirements of subsections (6) and (7), alternative safety
measures may be proposed for approval by the Administration,
provided that where the above requirements for quick
drainage cannot be met, the effect on intact and damage
stability shall be considered taking into account the mass
of water and its free surface effect.