Ex Parte CHURCHES et al - Page 10



          Appeal No. 2004-1798                                                        
          Application 08/883,387                                                      


          additional apartments thereon.  When all of the apartments                  
          comprising the apartment building are constructed, prestressed              
          concrete pallets similar to pallets (90) are positioned on the              
          uppermost load bearing wall panels to form a roof of the                    
          apartment building.                                                         

          Contrary to the examiner’s stated position, it is clear to                  
          us from the foregoing disclosure in the Livingston patent that              
          the “central rectangular shearwall” of claim 27 on appeal, having           
          a top edge, a bottom edge, and two opposing side edges, wherein             
          the edges define first and second opposing faces, and the                   
          shearwall forms a vertical support plane which is aligned                   
          substantially normal to the building’s foundation, is not                   
          readable on the horizontally disposed pallet (62) of Livingston’s           
          service core (60).  Moreover, even if we assume that the load               
          bearing wall panels (50, 52) and one of the vertical walls of               
          the service core (60) of Livingston together define an I-shaped             
          structure of load bearing walls generally corresponding to                  
          appellants’ central rectangular shearwall and first and second              
          end shearwalls, we must agree with appellants that there is no              
          reasonable basis to conclude that this structure in Livingston              

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