PART 1
PLANS, PARTICULARS AND MATERIALS
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1.1 Plans and Particulars
1.1.1 General
To determine whether the proposals relating to the construction of the ship comply with the requirements of the Regulations the surveyor should obtain from the shipbuilder, owner, or his consultant, all plans and particulars necessary for the consideration of the case. See also Survey and Certification Instructions - Part covering “Fees Estimates”.
All plans, particulars and calculations should be in the English language, or should include an adequate English translation. Measurements should be in metric units.
1.1.2 Plans and particulars to be submitted
The plans and particulars to be submitted should include the methods used to justify the arrangements, materials, constructional methods and scantlings proposed.
1.1.2.1 Hull structural plans:-
1.1.2.2 Subdivision arrangements and calculations:-
(a) calculation of the criterion numeral;
(b) calculation of the factor of subdivision; and
(c) calculations to determine the assumed permeabilities.
Where the requirements of paragraphs 3(1)(b) and 3(2)(a)(ii) of Section 2, and paragraph 8(1)(b) of Section 3 of Schedule 2 to Merchant Shipping Notice MSN 1698 (M) apply, particulars should be submitted at the earliest opportunity to enable the surveyor to determine whether a detailed calculation of permeability is required; and
(d) Calculations to determine the position of equivalent plane bulkheads and allowances for local subdivision.
1.1.2.3 Subdivision structural details:-
Plans showing the scantlings and details of construction of all tanks forming part of the structure of the ship, e.g. oil fuel storage and settling tanks, water ballast tanks and fresh water tanks. Details should also be supplied of the size, type and position of all air and overflow pipes serving these tanks, indicating the pressure head upon which the scantlings are based.
1.1.2.4 Other structural arrangements below and above the bulkhead deck:-
1.1.3 Importance of early submission of plans
1.1.3.1 The shipbuilder or his consultant should be informed by the surveyor of the importance of the early submission of the drawings and particulars listed in paragraph 1.1.2 of these Instructions. Work on the construction of the ship should await the acceptance of the submitted plans and particulars as inconvenience and delay may arise if alterations to the proposals are considered necessary.
1.1.3.2 The shipbuilder, or his consultant, should be requested to submit amendments to all drawings which clearly show which part, or parts, of the drawing have been modified. The marking of such drawings should enable the surveyor to consider amendments quickly. If amendments are not clearly illustrated, the surveyor should advise the shipbuilder, or his consultant, that delays and an associated increase in fees may be required to re-consider the whole of the drawing.
1.1.3.3 The receipt of all plans and documents is to be acknowledged immediately.
1.1.3.4 As the construction of the ship proceeds, the surveyor should ensure that the arrangements and details are in accordance with the accepted plans and particulars.
1.2 Quality and Tests of Materials
1.2.1 General
The quality, strength and testing of steel and aluminium alloy plates and sections used in the construction of the hull, bulkheads, decks, superstructures and deckhouses; and steel, bronze, gunmetal, brass, etc. castings used in the attachments thereto, are to be in accordance with recognised standards such as the requirements of a recognised Classification Society, or BSI/ISO. Otherwise particulars as paragraph 1.1.2 are to be provided for consideration.
1.3 Requirements for Side Scuttles and Windows
1.3.1 General
1.3.1.1 The approach to be taken when considering the acceptance of windows or side scuttles shall depend upon the basis upon which these items have been constructed.
1.3.1.2 They may be of a type which has previously been “Type Approved” by the Certifying Authority, they may be constructed to the rules of a recognised Classification Society or they may have been designed and constructed on a “one-off” basis, in which case approval shall be by examination. See below.
1.3.2 Type Approved Side Scuttles and Windows
1.3.2.1 Where Side Scuttles and Windows are constructed in accordance with a Type Approved design, then their frames should be marked in accordance with the applicable standard under which such type approval was given. Recognised standards are BSMA24 and BSMA25 and their ISO equivalents, namely ISO 1751 and ISO 3903.
1.3.2.2 In addition, glasses used in the construction of Side Scuttles and Windows should also comply with the relevant requirements of BSMA24 and BSMA25 or their ISO equivalents, namely ISO 1095 and ISO 614 or ISO 3254 and ISO 614, relating to size and strength of toughened glass panes. Where glass panes used in the construction of Side Scuttles and Windows meet the requirements of one of the above standards for strength, they should be marked in accordance with the provisions of BSMA24, BSMA25 or ISO 614 as appropriate.
1.3.2.3 Additional checks which should be undertaken during plan and as fitted approval, are comparison of the frames and fitting with the requirements of the applicable standard. Where there is any doubt, further comparison would need to be made with the approved drawings cited in the Approval Certificate (or attached Schedules) before any referral was made to Headquarters for advice regarding non-compliance of the frame with the approved design or of the approved design in relation to the applicable standard.
1.3.2.4 Note that type approved frames of BSMA type should be marked with the thickness of the glass which they are designed to accept. For “double glazed” units, this thickness shall include the full depth of both panes and the intermediate air gap.
1.3.3 Class Approved Side Scuttles and Windows
1.3.3.1 Where Side Scuttles and Windows are constructed in accordance with the requirements of a recognised Classification Society, then the surveyor should approach the builders to provide supporting documentation in the form of copies of the approved construction drawings stamped and endorsed by the Class Society.
1.3.3.2 It is of particular importance in such cases that the surveyor should satisfy himself that approval of both the frame and the glasses is given with respect to construction rules which are fully appropriate for the design the proposed position and the service of the vessel.
1.3.4 Side Scuttles and Windows of Non-Approved Type
1.3.4.1 Where Side Scuttles and Windows presented for survey are not of a type previously approved in accordance with the requirements of a recognised standard, then the surveyor should undertake approval of the such items on an individual basis for the vessel concerned. See paragraph 1.1.2 of these Instructions.
1.3.4.2 Such an approach should commence by assessing the frames against a recognised standard appropriate to the proposed application, noting that strength tests may be required on sample panes to confirm compliance where documentary evidence is not available, and that glass thicknesses are appropriate to the position and size of the each side scuttle or window under consideration. See paragraph 1.3.2.2 of these Instructions.
1.3.4.3 Where the design of proposed frames and glasses is shown to comply with the requirements of the applicable standard the frames should be marked during manufacture in accordance with the provisions of the standard, where such markings are specified, and formal notification of the approval should be given to the builders.
1.3.4.4 In cases where non-approved frames presented for survey do not conform to any recognised standard, or are not in full accordance with the provisions of the applicable standard, full details including supporting documentation regarding the chemical composition and mechanical strength of the materials used should be referred to Headquarters for consideration of acceptance as an “equivalent” to the requirements of a relevant standard.
1.3.5 Side Scuttles and Windows - Glazing Materials other than Glass
1.3.5.1 The material used for side scuttles, windows and for enclosing promenades and deck spaces should normally be heat treated toughened safety glass. However, the use of other materials may be considered provided that these fulfil relevant provisions for strength, stiffness, structural fire protection, visibility and location and suitability for use in escapes.
1.3.5.2 In general, where it is proposed to use materials other than toughened safety glass panes, their use should be in accordance with the requirements of an acceptable standard appropriate to the proposed Class and service of the vessel. Otherwise, full details of the proposed materials and their use should be submitted to Headquarters for consideration of acceptance as an “equivalent” to the requirements of a relevant standard.
1.3.6 Internal Glazing of Windows and other Translucent Divisions
1.3.6.1 Where it is proposed to fit internal glazed divisions in a vessel, then application of BSMA25, or its equivalent ISO 3903, may not be appropriate.
1.3.6.2 Whilst such internal divisions should be glazed using heat treated toughened safety glass, the use of other materials will be accepted provided that these comply with the requirements of an acceptable standard. Such standards may be those of a recognised Classification Society, appropriate for the Class and service of the vessel, or other national or international standards applicable to such divisions, provided that they are appropriate to the application under consideration.
1.3.6.3 In such cases the surveyor should satisfy himself that any such division is constructed in a manner which shall afford passengers and crew the maximum protection in the event of breakage.
1.3.6.4 An appropriate standard for such consideration would be BS6206:1981 which relates to the “impact” testing of glazed constructions used in land based applications. This standard grades glazing arrangements in three strength bands A to C, where A affords the highest impact resistance.
Glazing arrangements (such as a door or window unit) shall pass the test if the pane “breaks safely” or does not break during the test.
1.3.6.5 It is recommended that only units which meet Class A, and are marked as such, are accepted for marine use, noting that in the case of plastics and laminated glasses, preference should be given to constructions which did not break during impact testing. Copies of test certificates specifying the test result should be available from the manufacturers on request.
1.3.6.6 Alternatively, appropriately marked toughened glass panes, strength tested in accordance with BSMA25 or ISO 614, or another applicable standard, may be accepted for use in internal screens/divisions with the recommendation that panes which exceed 0.75 sq.m in area have a minimum thickness of 10 mm and those smaller than 0.75 sq.m have a minimum thickness of 6 mm.
1.3.6.7 In cases where the surveyor is unsure as to the acceptability of proposed internal glazing arrangements, they should refer the case to Headquarters for consideration giving as much detail as possible with respect to the position, construction and glazing of each item, along with details of any markings or certification supplied by the manufacturer/shipbuilder in support of the proposed construction.
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