1.2.1 It is noted that protective coatings of
means of access will be liable to suffer from mechanical damage during
service. It is also noted that the ladders, rails, walkways, gratings,
stanchions, etc., that form the means of access will often be fabricated
from square and flat bar sections, the edges of which are an inherent
weak point in any coating system, especially where abrasion or mechanical
damage is a possibility.
1.2.2 Therefore, it is suggested that hot dip
galvanizing should be employed as the primary means for corrosion
protection for these PMAs. Hot dip galvanizing and repairs of damages
should be performed in accordance with specifications at least equivalent
to those acceptable to the Organizationfootnote.
1.2.3 The galvanized items should be subsequently
coated to specifications at least equivalent to those acceptable to
the Organizationfootnote or the coating
manufacturer’s recommendation. The type of paint should be selected
considering its compatibility requirements with the galvanized surface
in accordance with the coating manufacturer’s recommendation.
1.2.4 Where protective coating is applied as the
sole means of corrosion protection for these PMAs, the standard in resolution MSC.215(82) should be applied
to the extent possible. In such cases, the protective coating should
at least comply with the requirements of the PSPC for the job specification,
coating system (epoxy-based system) and total NDFT (320 μm).
1.2.5 Consideration should be given to section
3.4.3 (In-service maintenance) of the PSPC (resolution
MSC.215(82)).