Ex Parte CHURCHES et al - Page 9



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


          The next step in the construction process is to mount a                     
          service core (102) for a second story dwelling unit on the load             
          bearing wall panels (50, 52). As can be seen from Figure 5, the             
          service core (102) comprises a prestressed concrete pallet (104)            
          and an enclosure (106) formed on the pallet.  The deck (108) of             
          pallet (102) is discontinuous at spaced points and portions                 
          thereof fit into and engage with notches (54) on the load bearing           
          wall panels (50, 52).  Following installation of the service core           
          (102), a pair of blank prestressed concrete pallets (128) are               
          mounted to the load bearing wall panels (50, 52) and aligned with           
          pallet (102) to form the floor of the second story dwelling unit.           
          At this point, a second set of prestressed concrete, load bearing           
          wall panels (132, 134) are positioned on the load bearing wall              
          panels (50, 52) and a pair of shear wall panels (140, 142) are              
          mounted on the shear wall panels (94, 96).  As noted in                     
          column 10, lines 25-28, of Livingston, the shear wall panels                
          (140, 142) function to enclose the second story apartment of                
          apartment building (48) and “to maintain the load bearing wall              
          panels 132 and 134 erect.”  At this juncture, the second story              
          apartment of apartment building (48) is complete and the steps              
          associated with its construction are then repeated to form                  

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