Construvtive Details DWG Section for AutoCAD

Construvtive Details DWG Section for AutoCAD

Walls sections in several systems of construction and types of roofs – Vault roof – Other details

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

Foundation of masonry, With stone of the region, Firm rock, variable, Firm rock, detail, Double staircase, Secc. Armed with armex, Finished layers, Hollow block wall, Vibrocomprimidos of, Concrete leveling chain, Double staircase, Hollow block wall, Vibrocomprimidos of, pergola, With cm section, Concrete leveling chain, Curfew, With cm section, Roof top finish, Calcreto cm average thickness, Finished layers, chamfer, Compression layer, concrete, Reinforced with mesh, Vault of, kind, Prestressed joist, mosaic, Roof of base vault, Ferrocement of cms. of thickness, Temperature boost, Firm rock, Secc. Armed with armex, Curfew, Firm rock, Curfew, Secc. Armed with armex, Prestressed joist, Foundation of masonry, With stone of the region, mosaic, Finished layers, Foundation of masonry, With stone of the region, detail, mosaic, Foundation of masonry, With stone of the region, detail, Calcreto cm average thickness, base:, Plafond finish, kind, With armex, Curfew, Secc. navy, variable, Firm rock, Lattice, Concrete leveling chain, Ladder, Firm rock, mortar, With welded mesh, Firm concrete, Compacted earth, Finished layers, Block wall, mosaic, Reinforced concrete slab, Cm rod in both directions, Reinforced concrete slab, Bank land, As without organic material, concrete, Reinforced with mesh, Compression layer, Metal lattice, Spanish-English, Of mt. Of total radius., Cylindrical columns, see, Finished layers, Casting on site, Concrete lock, Armed according to calculations, Hollow block wall, Vibrocomprimidos of, Roof top finish, Vault of, Temperature boost, Ferrocement of cms. of thickness, Roof of base vault, Block wall, Finished layers, mosaic, detail, Firm rock, With stone of the region, Foundation of masonry, Curfew, Secc. Armed with armex, variable, Vault of, Firm rock, Finished layers, Enclosure chain, Section, With armex, Curfew, Secc. navy, Finished layers, variable, Foundation of masonry, Firm rock, mosaic, With stone of the region, detail, Finished layers, Vibrocomprimidos of, Double staircase, Vibrocomprimidos of, Hollow block wall, Concrete leveling chain, With cm section, Hollow block wall, Finished layers, chamfer, Compression layer, Reinforced with mesh, kind, Prestressed joist, Enclosure chain, Section, concrete, Ladder, Block wall, Finished layers, Concrete leveling chain, Block wall, Top finish, Average thickness, Prestressed joist, concrete, Compression layer, Reinforced with mesh, On roof, Calcreto cm, Vault of, kind, Plafond finish, base:, detail, Firm rock, Enclosure chain, Section, mortar, mosaic, With armex, Curfew, Secc. navy, variable, Foundation of masonry, Firm rock, With stone of the region, mosaic, Calcreto cm average thickness, Roof top finish, Block wall, Finished layers, Concrete leveling chain, Ladder, Block wall, Roof top finish, Calcreto cm average thickness, Vault of, concrete, Reinforced with mesh, Compression layer, Finished layers, kind, Plafond finish, base:, Prestressed joist, Concrete break, Concrete shoe, Armed according to calculation, To grill, Shoe, Firm rock, Armed according to calculation, Cm section, Concrete column, Finished layers, With welded mesh, Firm concrete, Compacted earth, Concrete lock, Casting on site, Armed according to calculations

Raw text data extracted from CAD file:

DE CEMENTO-PASTA CIMIENTO DE MAMPOSTERIA CON PIEDRA DE LA REGION ROCA FIRME VARIABLE ROCA FIRME 0.20 Detalle D5 F'C=150 KG/CM2 Y ESCALERILLA DOBLE SECC. 15X15x4 ARMADA CON ARMEX RICH-EMPARCHE-ESTUCO ACABADO A 3 CAPAS MURO DE BLOCK HUECO VIBROCOMPRIMIDOS DE CADENA DE NIVELACION DE CONCRETO F'C=150 KG/CM2 Y ESCALERILLA DOBLE MURO DE BLOCK HUECO VIBROCOMPRIMIDOS DE PERGOLA CON SECCION DE 15X10 CM CADENA DE NIVELACION DE CONCRETO DALA DE DESPLANTE 15X20X40 CM CON SECCION DE 15X10 CM 15X20X40 CM ACABADO SUPERIOR EN AZOTEA CALCRETO 6 CM ESPESOR PROMEDIO RICH-EMPARCHE-ESTUCO ACABADO A 3 CAPAS CHAFLAN CAPA DE COMPRESION CONCRETO F'C=200 KG/CM2 REFORZADA CON MALLA BOVEDILLA DE 20X25X56 CM TIPO 12-4 VIGUETA PRETENSADA MOSAICO 0.30 X 0.30 TECHO DE BÓVEDA A BASE DE FERROCEMENTO DE 8.00 CMS. DE ESPESOR Y REFUERZO POR TEMPERATURA ROCA FIRME SECC. 15X15x4 ARMADA CON ARMEX DALA DE DESPLANTE ROCA FIRME DALA DE DESPLANTE SECC. 15X15x4 ARMADA CON ARMEX VIGUETA PRETENSADA CIMIENTO DE MAMPOSTERIA CON PIEDRA DE LA REGION RICH-EMPARCHE-ESTUCO MOSAICO 0.30 X 0.30 DE CEMENTO-PASTA ACABADO A 3 CAPAS CIMIENTO DE MAMPOSTERIA CON PIEDRA DE LA REGION Detalle D4 DE CEMENTO-PASTA MOSAICO 0.30 X 0.30 CIMIENTO DE MAMPOSTERIA CON PIEDRA DE LA REGION Detalle D6 CALCRETO 6 CM ESPESOR PROMEDIO BASE: RICH-EMPARCHE-ESTUCO ACABADO EN PLAFOND A TIPO 12-4 CON ARMEX DALA DE DESPLANTE SECC. 15X15x4 ARMADA VARIABLE 0.20 ROCA FIRME CELOSÍA CADENA DE NIVELACION DE CONCRETO F'C=150 KG/CM2 Y ESCALERILLA 15X10 ROCA FIRME MORTERO 6/6-10/10 CON MALLA ELECTROSOLDADA FIRME DE CONCRETO TIERRA COMPACTADA ACABADO A 3 CAPAS RICH-EMPARCHE-ESTUCO MURO DE BLOCK DE 15X20X40cm. 0.30 npt+0.45 MOSAICO 0.30 X 0.30 DE CEMENTO-PASTA LOSA DE CONCRETO ARMADA F'C=150 KG/CM2 A VARILLA DE 3/8" DE d @18 CM EN AMBOS SENTIDOS A VARILLA DE 3/8" DE d @18 CM EN AMBOS SENTIDOS LOSA DE CONCRETO ARMADA F'C=150 KG/CM2 TIERRA DE BANCO (SAH-CAB) COMO RELLENO, SIN MATERIAL ORGANICO 6-6/10-10 CONCRETO F'C=200KG/CM2 REFORZADA CON MALLA CAPA DE COMPRESION CELOSIA METALICA HERRERIA TIPO REJACERO DE 1.00 MT. DE RADIO TOTAL. COLUMNAS CILINDRICAS HUECAS, ( VER MEMORIA) RICH-EMPARCHE-ESTUCO ACABADO A 3 CAPAS Y COLADA EN OBRA TRABE DE CONCRETO F'C=200 KG/CM2 ARMADA SEG'UN CÁLCULOS (VER MEMORIA) 15X20X40 CM MURO DE BLOCK HUECO VIBROCOMPRIMIDOS DE ACABADO SUPERIOR EN AZOTEA 20X25X56 BOVEDILLA DE Y REFUERZO POR TEMPERATURA FERROCEMENTO DE 8.00 CMS. DE ESPESOR TECHO DE BÓVEDA A BASE DE MURO DE BLOCK DE RICH-EMPARCHE-ESTUCO ACABADO A 3 CAPAS 15X20X40cm. npt+3.70 DE CEMENTO-PASTA MOSAICO 0.30 X 0.30 0.20 Detalle D3 NPT+0.20 ROCA FIRME ROCA FIRME CON PIEDRA DE LA REGION CIMIENTO DE MAMPOSTERIA DALA DE DESPLANTE SECC. 15X15x4 ARMADA CON ARMEX VARIABLE 20X25X56 CM BOVEDILLA DE ROCA FIRME ACABADO A 3 CAPAS RICH-EMPARCHE-ESTUCO CADENA DE CERRAMIENTO 15X20cm. DE SECCION CON ARMEX DALA DE DESPLANTE SECC. 15X15x4 ARMADA RICH-EMPARCHE-ESTUCO ACABADO A 3 CAPAS VARIABLE 0.20 CIMIENTO DE MAMPOSTERIA ROCA FIRME npt+0.45 +0.70 0.30 MOSAICO 0.30 X 0.30 DE CEMENTO-PASTA CON PIEDRA DE LA REGION Detalle D1 ACABADO A 3 CAPAS RICH-EMPARCHE-ESTUCO VIBROCOMPRIMIDOS DE F'C=150 KG/CM2 Y ESCALERILLA DOBLE 15X20X40 CM VIBROCOMPRIMIDOS DE MURO DE BLOCK HUECO CADENA DE NIVELACION DE CONCRETO CON SECCION DE 15X10 CM MURO DE BLOCK HUECO 15X20X40 CM ACABADO A 3 CAPAS CHAFLAN CAPA DE COMPRESION REFORZADA CON MALLA TIPO 12-4 VIGUETA PRETENSADA CADENA DE CERRAMIENTO 15X10cm. DE SECCION RICH-EMPARCHE-ESTUCO CONCRETO F'C=200 KG/CM2 F'C=150 KG/CM2 Y ESCALERILLA 15X10 MURO DE BLOCK DE RICH-EMPARCHE-ESTUCO ACABADO A 3 CAPAS CADENA DE NIVELACION DE CONCRETO MURO DE BLOCK DE ACABADO SUPERIOR ESPESOR PROMEDIO VIGUETA PRETENSADA CONCRETO F'C=200KG/CM2 6-6/10-10 CAPA DE COMPRESION REFORZADA CON MALLA EN AZOTEA CALCRETO 6 CM 20X25X56 BOVEDILLA DE TIPO 12-4 ACABADO EN PLAFOND A BASE: RICH-EMPARCHE-ESTUCO npt+3.70 15X20X40cm. 15X20X40cm. Detalle D2 ROCA FIRME CADENA DE CERRAMIENTO 15X20cm. DE SECCION MORTERO MOSAICO 0.30 X 0.30 0.30 DE CEMENTO-PASTA +0.70 CON ARMEX DALA DE DESPLANTE SECC. 15X15x4 ARMADA VARIABLE 0.20 CIMIENTO DE MAMPOSTERIA ROCA FIRME npt+0.45 CON PIEDRA DE LA REGION RICH-EMPARCHE-ESTUCO MOSAICO 0.30 X 0.30 DE CEMENTO-PASTA 0.05 0.20 CALCRETO 6 CM ESPESOR PROMEDIO ACABADO SUPERIOR EN AZOTEA MURO DE BLOCK DE RICH-EMPARCHE-ESTUCO ACABADO A 3 CAPAS ACABADO A 3 CAPAS RICH-EMPARCHE-ESTUCO CADENA DE NIVELACION DE CONCRETO F'C=150 KG/CM2 Y ESCALERILLA 15X10 MURO DE BLOCK DE npt+3.70 15X20X40cm. 6-6/10-10 ACABADO SUPERIOR EN AZOTEA CALCRETO 6 CM ESPESOR PROMEDIO 20X25X56 BOVEDILLA DE CONCRETO F'C=200KG/CM2 REFORZADA CON MALLA CAPA DE COMPRESION 15X20X40cm. ACABADO A 3 CAPAS TIPO 12-4 ACABADO EN PLAFOND A BASE: RICH-EMPARCHE-ESTUCO VIGUETA PRETENSADA ENRASE DE CONCRETO ZAPATA DE CONCRETO F'C=200 KG/CM2 ARMADA SEGUN CALCULO PARA ASENTAR PARRILLA DE ZAPATA ROCA FIRME ARMADA SEGUN CALCULO RICH-EMPARCHE-ESTUCO F'C=200 KG/CM2 Y SECCION 25X25 CM COLUMNA DE CONCRETO ACABADO A 3 CAPAS 6/6-10/10 CON MALLA ELECTROSOLDADA FIRME DE CONCRETO TIERRA COMPACTADA TRABE DE CONCRETO F'C=200 KG/CM2 Y COLADA EN OBRA ARMADA SEG'UN CÁLCULOS (VER MEMORIA)

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, construction, construction details section, cut construction details, details, DWG, roof, roofs, section, sections, systems, types, vault, walls