3.7.20 The hull form of this type of unit makes
the calculation of geometric freeboard in accordance with the provisions
of chapter III of the 1966 Load Line Convention impracticable. Therefore
the minimum freeboard of each column-stabilized unit should be determined
by meeting the applicable requirements for:
-
.1 the strength of the unit's structure;
-
.2 the minimum clearance between passing wave
crests and deck structure (see 2.6.1 to 2.6.3);
and
-
.3 intact and damage stability requirements.
3.7.21 The minimum freeboard should be marked
in appropriate locations on the structure.
3.7.22 The enclosed deck structure of each column-stabilized
unit should be made weathertight.
3.7.23 Windows, sidescuttles and portlights, including
those of the non-opening type, or other similar openings should not
be located below the deck structure of column-stabilized units.
3.7.24 Administrations should give special consideration
to the position of openings which cannot be closed in emergencies,
such as air intakes for emergency generators, having regard to the
intact righting arm curves and the final waterline after assumed damage.