Yes and yes; We have traditionally viewed structural independence to mean that either side of the common wall could have complete structural collapse without affecting the common wall and the other side. A floor truss system attached to the common wall by a bolted on ledger and/or bucket has typically been viewed as allowing such collapse and therefor has been approved. Without a clear definition of "structurally independent" in the Residential Code we can look at the Building Code for guidance, Particularly, 706.4.1.2 and 706.2 "Structural stability. Fire walls shall be designed and constructed to allow collapse of the structure on either side without collapse of the wall under fire conditions. Fire walls designed and constructed in accordance with NFPA 221 shall be deemed to comply with this section."