7.2.1 The lowest,
                                 or first tier, is normally that which is directly situated on the
                                 deck to which D is measured. The second tier is the next
                                 tier above the lowest tier and so on. See 
                                 Figure 2.7.1 Definition of tiers.
                                 
                              
                              
                              
                            
                           
                           
                           
                              
                              
                              7.2.2 Where the
                                 vertical distance between the weather deck and the summer load waterline
                                 is equal to or greater than the sum of the minimum freeboard and one
                                 standard superstructure height, then proposals to treat the first
                                 tier erection as a second tier, and so on, will be specially considered.
                                 The standard height of superstructure is the height defined in Pt  3, Ch  1,  6.13 Superstructure 6.13.3. See 
                                 Figure 2.7.1 Definition of tiers.
                                 
                              
                              
                              
                              
                              
                                 
                                 
                                 
                                 Figure 2.7.1 Definition of tiers
                               
                              
                              
                            
                           
                           
                           
                           
                              
                              
                              7.2.3 Suitable
                                 scarfing arrangements are to be made to ensure continuity of strength
                                 and the avoidance of abrupt structural changes.