the anchored walls are supporting and shall be made of brick iv, 18 holes, with a percentage of vacuums <25%. the non-supporting walls will rise to their total height after the ceiling is removed, with a pandereta brick. the foundation level will be = 1.00; except this indicated in plant for the foundation view see the architecture plans. the typical joints of beams with columns (corner). the design and construction specifications shows national construction regulation design standards resistant earthquake technical building standards e-020, e-030, e-050, e-060, e070.