For seismic design, in general, foundations must be designed to resist the lateral load capacity of the SFRS$.$ Where IEFaSa$(0\mathrm{.}2)=0\mathrm{.}40,$ which of the following requirements need NOT be satisfied? a$.$ Caissons to pile cap$($or structure$)$ connections must be designed for a tensile load of $15\%$ of the factored compression load on pile. b$.$ Wood pile to pile cap$($or structural connections$)$ must be designed for a tensile load of $15\%$ of factored tensile load on pile c$.$ Piles must be interconnected by continuous ties d$.$ Drilled piers must be embedded into pile cap or structure