Ex Parte CHURCHES et al - Page 4



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


          articulated by appellants and the examiner.  As a consequence of            
          our review, we have made the determination that the examiner’s              
          rejections will not be sustained.  Our reasoning follows.                   

          Independent claim 27 reads as follows:                                      
               A multi-story building comprising:                                     
               (a)  a foundation;                                                     
               (b)  a supporting framework coupled to the foundation,                 
                    wherein the supporting framework comprises:                       
                    (1)  a central rectangular shearwall,                             
                    (2)  a first rectangular end shearwall,                           
                    (3)  a second rectangular end shearwall, and                      
                    (4)  plurality of spaced apart floors arranged in a               
                         substantially parallel manner relative to each               
                         other and the foundation, and wherein:                       
                    (5)  each shearwall includes a top edge, a bottom edge,           
                         and two opposing side edges, the edges defining              
                         first and second opposing faces, and each                    
                         shearwall forming a vertical support plane;                  
                    (6)  each floor includes at least three side edges, the           
                         edges defining a top face and an opposing bottom             
                         face, and each floor forming a horizontal support            
                         plane wherein each floor is coupled to at least              
                         two of the shearwalls;                                       
                    (7)  the bottom of each shearwall is coupled to and               
                         supported by the foundation;                                 

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