4.4 Basic coating requirements
Clasification Society 2024 - Version 9.40
Statutory Documents - IMO Publications and Documents - Circulars - Maritime Safety Committee - MSC.1/Circular.1198 – Application of SOLAS Regulation XII/6.3 on Corrosion Prevention of Dedicated Seawater Ballast Tanks and Application of the Performance Standard for Protective Coatings for Dedicated Seawater Ballast Tanks – (2 June 2006) - Annex 2 - Draft Performance Standard for Protective Coatings for Dedicated Seawater Ballast Tanks in all Types of Ships and Double-side Skin Spaces of Bulk Carriers - 4 Coating Standard - 4.4 Basic coating requirements

4.4 Basic coating requirements

  4.4.1 The requirements for protective coating systems to be applied at ship construction for dedicated seawater ballast tanks of all ship types and double-side skin spaces arranged in bulk carriers of 150 m in length and upward meeting the performance standard specified in paragraph 4.1 are listed in table 1.

  4.4.2 Coating manufacturers shall provide a specification of the protective coating system to satisfy the requirements of table 1.

  4.4.3 The Administration or an organization recognized by the Administration shall verify the Technical Data Sheet and Statement of Compliance or Type Approval Certificate for the protective coating system.

  4.4.4 The shipyard shall apply the protective coating in accordance with the verified Technical Data Sheet and its own verified application procedures.

Table 1 Basic coating system requirements for ballast tanks of all type of ships and double-side skin spaces of bulk carriers of 150 m and upwards

  Characteristic Requirement Reference
standard
1 Design of coating system
.1 Selection of the coating system The selection of the coating system should be considered by the parties involved with respect to the service conditions and planned maintenance. The following aspects, among other things should be considered: -

.1 location of space relative to heated surfaces;

.2 frequency of ballasting and deballasting operations;

.3 required surface conditions;

.4 required surface cleanliness and dryness;

.5 supplementary cathodic protections, if any (where coating is supplemented by cathodic protection, the coating should be compatible with the cathodic protection system).

 
Coating manufacturers shall have products with documented satisfactory performance records and technical data sheets. The manufacturers should also be capable of rendering adequate technical assistance. Performance records, technical data sheet and technical assistance (if given) shall be recorded in the Coating Technical File.  
Coatings for application underneath sun-heated decks or on bulkheads forming boundaries of heated spaces shall be able to withstand repeated heating and/or cooling without becoming brittle.  
.2 Coating type Epoxy based systems. -
Other coating systems with performance according to the test procedure in annex 1.
A multi-coat system with each coat of contrasting colour is recommended.
The top coat shall be of a light colour in order to facilitate inservice inspection.
.3 Coating pre-qualification test Epoxy based systems tested prior to the date of entry into force of this Standard in a laboratory by a method corresponding to the test procedure in annex 1 or equivalent, which as a minimum meets the requirements for rusting and blistering; or which have documented field exposure for 5 years with a final coating condition of not less than “GOOD” may be accepted. -
For all other systems, testing according to the procedure in annex 1, or equivalent, is required.
.4 Job specification There shall be a minimum of two stripe coats and two spray coats, except that the second stripe coat, by way of welded seams only, may be reduced in scope where it is proven that the NDFT can be met by the coats applied in order to avoid unnecessary over thickness. Any reduction in scope of the second stripe coat shall be fully detailed in the CTF. -
Stripe coats shall be applied by brush or roller. Roller to be used for scallops, ratholes, etc. only.
Each main coating layer shall be appropriately cured before application of the next coat, in accordance with coating manufacturer’s recommendations. Surface contaminants such as rust, grease, dust, salt, oil, etc. shall be removed prior to painting with proper method according to the paint manufacturer’s recommendation. Abrasive inclusions embedded in the coating shall be removed. Job specifications shall include the dry-to-recoat times and walk-on time given by the manufacturer.
.5 NDFT (nominal total dry film thickness) NDFT 320 μm with 90/10 rule for epoxy based coatings, other systems to coating manufacturer’s specifications. Type of gauge and calibration in accordance with SSPC-PA2
    Maximum total dry film thickness according to manufacturer’s detailed specifications.
    Care shall be taken to avoid increasing the thickness in an exaggerated way. Wet film thickness shall be regularly checked during application.
    Thinner shall be limited to those types and quantities recommended by the manufacturer.
2 PSP (Primary surface preparation)
.1 Blasting and profile Sa 2˝; with profiles between 30-75 μm. ISO 8501-1,
Blasting should not be carried out when:

.1 the relative humidity is above 85%; or

.2 the surface temperature of steel is less than 3°C above the dew point.

ISO 8503-1/3
Checking of the steel surface cleanliness and roughness profile should be carried out at the end of the surface preparation and before the application of the primer, in accordance with the manufacturer’s recommendations.  
.2 Water soluble salt limit equivalent to NaCl ≤ 50 mg/m2 of sodium chloride. Conductivity measured in accordance with ISO 8502-9
.3 Shop primer Zinc containing inhibitor free zinc silicate based or equivalent. -
Compatibility with main coating system shall be confirmed by the coating manufacturer.
3 Secondary surface preparation
.1 Steel condition The steel surface should be prepared so that the coating selected can achieve an even distribution at the required NDFT and have an adequate adhesion by removing sharp edges, grinding weld beads and removing weld spatter and any other surface contaminant in accordance with ISO 8501-3 grade P2. ISO 8501-3
Edges to be treated to a rounded radius of minimum 2 mm, or subjected to three pass grinding or at least equivalent process before painting.
.2 Surface treatment Sa 2˝ on damaged shop primer and welds. ISO 8501-1
Sa 2 removing at least 70% of intact shop primer, which has not passed a pre-qualification certified by test procedures in .1.c.
If the complete coating system comprising epoxy based main coating and shop primer has passed a pre-qualification certified by test procedures in .1.c, intact shop primer may be retained provided the same epoxy coating system is used. The retained shop primer shall be cleaned by sweep blasting, high pressure water washing or equivalent method.
If a zinc silicate shop primer has passed the pre-qualification test of .1.c as part of an epoxy coating system, it may be used in combination with other epoxy coatings certified under .1.c, provided that the compatibility has been confirmed by the manufacturer by the test in accordance with paragraph 1.7 of appendix 1 to annex 1 without wave movement.
.3 Surface treatment after erection Butts St 3 or better or Sa 2˝ where practicable. Small damages up to 2% of total area: St 3. Contiguous damages over 25 m2 or over 2% of the total area of the tank, Sa 2˝ should be applied. ISO 8501-1
Coating in overlap to be feathered.
.4 Profile requirements In case of full or partial blasting 30-75 μm, otherwise as recommended by the coating manufacturer. ISO 8503-1/3
.5 Dust Dust quantity rating “1” for dust size class “3”, “4” or “5”. ISO 8502-3
Lower dust size classes to be removed if visible on the surface to be coated without magnification.
.6 Water soluble salts limit equivalent to NaCl after blasting/ grinding ≤ 50 mg/m2 of sodium chloride. Conductivity measured in accordance with ISO 8502-9
.7 Oil contamination No oil contamination.
4 Miscellaneous
.1 Ventilation Adequate ventilation is necessary for the proper drying and curing of coating. Ventilation should be maintained throughout the application process and for a period after application is completed, as recommended by the coating manufacturer.
.2 Environmental conditions Coating shall be applied under controlled humidity and surface conditions, in accordance with the manufacturer’s specifications. In addition, coating shall not be applied when:

.1 the relative humidity is above 85%; or

.2 the surface temperature is less than 3°C above the dew point.

.3 Testing of coating Destructive testing should be avoided. ISO 19840
Annex 3
Dry film thickness shall be measured after each coat for quality control purpose and the total dry film thickness shall be confirmed after completion of final coat, using appropriate thickness gauges.
.4 Repair Any defective areas, e.g. pin-holes, bubbles, voids, etc. should be marked up and appropriate repairs effected. All such repairs shall be re-checked and documented.

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