Structural Detail DWG Detail for AutoCAD

structural detail. foundation to the roof

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

lightweight roof slab, concrete, consolidation template, filled with compacted material, vts de mts both ways, reinforced concrete shoe, resistance, mts wire, armed with vrs of stirrups, concrete column of, tied with annealed wire, enclosure beam, reinforced concrete, of alambron de mts., with vrs of stirrups, of alambron de mts., reinforced concrete, enclosure beam, tied with annealed wire, chain of alloy, reinforced concrete, of alambron de mts., with vrs of stirrups, structural detail

Raw text data extracted from CAD file:

C-C’ LOSA DE AZOTEA ALIGERADA 0.25 0.25 2.9 2.9 DE CONCRETO F´c= 98 Kg/Cm2 PLANTILLA DE CONSOLIDACION RELLENO CON MATERIAL COMPACTADO VRS DE 3/4″ @ 0.20 MTS EN AMBOS SENTIDOS F´c= 205 KG/CM2 ZAPATA DE CONCRETO ARMADO CON Y RESISTENCIA F¨c= 205 Kg/Cm2 ALAMBRON DE 1/4″ @ 0.20 MTS. ARMADO CON 4 VRS DE 3/4″ Y ESTRIBOS DE COLUMNA DE CONCRETO DE 0.20MTSx0.25MTS AMARRADOS CON ALAMBRE RECOCIDO # 18 AMARRADOS CON ALAMBRE RECOCIDO # 18 VIGA DE CERRAMIENTO DE 0.20MTSx0.25MTS DE CONCRETO ARMADO F´c= 205 Kg/Cm2 DE ALAMBRON DE 1/4″ @ 0.20 MTS. CON 4 VRS DE 3/4″ Y ESTRIBOS CON 4 VRS DE 3/4″ Y ESTRIBOS DE ALAMBRON DE 1/4″ @ 0.20 MTS. DE CONCRETO ARMADO F´c= 205 Kg/Cm2 VIGA DE CERRAMIENTO DE 0.20MTSx0.25MTS AMARRADOS CON ALAMBRE RECOCIDO # 18 AMARRADOS CON ALAMBRE RECOCIDO # 18 CADENA DE LIGA DE 0.20MTSx0.25MTS DE CONCRETO ARMADO F´c= 205 Kg/Cm2 DE ALAMBRON DE 1/4″ @ 0.20 MTS. CON 4 VRS DE 3/4″ Y ESTRIBOS 1.2 0.05 0.25 0.9 0.25 C-28 DETALLE ESTRUCTURAL