Precast Slab DWG Detail for AutoCAD

Details precast slab

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

of mt. mt., vault, joist, prefabricated, of mt. thick, joist, of mt. thick, prefabricated, mt. mt., block of, Wall, of arming, see detail, main vigua, joist, Change of, address, electric resistance welding, high tensile strength, mesh base steel rods, reinforcement, do not. mt., structure, approx., joist, prefabricated, of mt. thick, of arming, vault, joist, prefabricated, of mt. thick, see detail, main vigua, of mt. mt, main vigua, of arming, see detail, vault, of mt. mt, joist, of mt. thick, prefabricated, min. max., main vigua, of arming, see detail, joist, prefabricated, of mt. thick, vault, of mt. mt, main vigua, see detail, of arming, of mt. mt, vault, of mt. thick, prefabricated, joist, of pomez de, block, min. max., approx., min., block, of pomez de, see detail, main vigua, joist, prefabricated, of mt. thick, vault, of mt. mt, dimensions, slabs, column sheet, use: beams, the height of the molten base of columns is of the rest, double thickness of thick, the profile of peralate de ala, the height of the molten base of columns is of the rest, foundation foundation sheet, Sun., kind, foundation, concrete, sense shoe, sole, var., var., in both ways, steel, note, each, stirrups links, each, sense shoe, high, long, var., width, in both ways, reinforcement, longitudinal, dimensions, kind, width, column, nomenclature, fc, fy, psi, details, unscaled, stirrups, reinforcement, esl. each, its T. each, esl. each, long, longitudinal, links, scale, esl. do not., see cut of masonry wall, foundation not., typical cut of foundation in wall, detail, note:, level, level, scale, in both ways, detail, ref. do not. m., block filled, shoe type, do not. its T., do not. each, water heater, column, esc., detail, change of direction of joist placement, sheet, esc., detail, slab on partition wall, sheet, esc., detail, auction slab with added block, slab finish with block cut, esc., sheet, sheet, reinforcement for wall without continuity, detail, mezzanine, detail, esc., sheet, sheet, crown corona, reinforcement, do not., is not, scale

Raw text data extracted from CAD file:

\A1;0.56 \A1;0.27 \A1;0.20 \A1;0.20 DE 0.45 MT. X 0.20 MT. BOVEDILLA VIGUETA PREFABRICADA DE 0.15 MT. DE GROSOR VIGUETA DE 0.15 MT. DE GROSOR PREFABRICADA 0.19 MT. X 0.39 MT. BLOCK DE MURO DE ARMADO VER DETALLE VIGUA PRINCIPAL VIGUETA CAMBIO DE DIRECCION SOLDADURA DE RESISTENCIA ELECTRICA DE ALTA RESISTENCIA UNIDAS POR MALLA A BASE DE VARILLAS DE ACERO REFUERZO No. 2 @ 0.15 MT. ESTRUCTUMALLA 0.03 APROX. VIGUETA PREFABRICADA DE 0.15 MT. DE GROSOR DE ARMADO BOVEDILLA VIGUETA PREFABRICADA DE 0.15 MT. DE GROSOR VER DETALLE VIGUA PRINCIPAL DE 0.45 MT. X 0.20 MT VIGUA PRINCIPAL DE ARMADO VER DETALLE BOVEDILLA DE 0.45 MT. X 0.20 MT VIGUETA DE 0.15 MT. DE GROSOR PREFABRICADA 0.25 MIN. 0.48 MAX. VIGUA PRINCIPAL DE ARMADO VER DETALLE VIGUETA PREFABRICADA DE 0.15 MT. DE GROSOR BOVEDILLA DE 0.45 MT. X 0.20 MT VIGUA PRINCIPAL VER DETALLE DE ARMADO DE 0.45 MT. X 0.20 MT BOVEDILLA DE 0.15 MT. DE GROSOR PREFABRICADA VIGUETA 1 2 0.19 X 0.14 X 0.39 DE POMEZ DE BLOCK 0.25 MIN. 0.48 MAX. 0.03 APROX. 0.02 MIN. -33.89937722422589 1 BLOCK DE POMEZ DE 0.19 X 0.14 X 0.39 VER DETALLE VIGUA PRINCIPAL 2 VIGUETA PREFABRICADA DE 0.15 MT. DE GROSOR BOVEDILLA DE 0.45 MT. X 0.20 MT \A1;0.15 \A1;0.15 DIMENSIONES SOLERAS Y LOSAS SOLERAS Y LOSAS PLANILLA DE COLUMNAS USO: CIMIENTO, COLUMNAS, VIGAS USO: CIMIENTO, COLUMNAS, VIGAS LA ALTURA DE LA BASE FUNDIDA DE COLUMNAS C1 ES DE 0.50, EL RESTO DOBLE COSTANERA DE 6 x 2″ x 1/16″ DE ESPESOR A H = +2.40 PERFIL DE 8″ DE PERALATE x 5.25″ DE ALA A H = +6.00 LA ALTURA DE LA BASE FUNDIDA DE COLUMNAS C3 ES DE 0.50, EL RESTO PLANILLA DE CIMIENTOS Y ZAPATAS SH Z-2 SOL. I Z-1 TIPO CIMIENTO CC-2 CC-1 CONCRETO ZAPATA TIPO Z-2/AMBOS SENTIDOS SOLERA HIDROFUGA/No.2 A CADA 0.15 SOLERA INTEMEDIA/No.2 A CADA 0.15 0.20 0.30 0.20 VAR. 1.30 VAR. 0.14 1.30 0.14 4 No.3 No.3 @ 0.10 EN AMBOS SENTIDOS 4 No.3 ACERO NOTA 2: NOTA 1: CIMIENTO CORRIDO/No.3 A CADA 0.15 ESTRIBOS Y/O ESLABONES CIMIENTO CORRIDO/No.3 A CADA 0.15 ZAPATA TIPO Z-1/AMBOS SENTIDOS ALTO 0.20 0.20 0.30 LARGO VAR. VAR. ANCHO 0.40 0.40 1.00 1.00 EN AMBOS SENTIDOS No.3 @ 0.10 REFUERZO LONGITUDINAL 3 No.3 3 No.3 DIMENSIONES TIPO B C2 A C1 ANCHO 0.25 0.30 A C3-C4 0.30 COLUMNA NOMENCLATURA F’c = 210 kg./ cm2. F’y = 2810 kg./ cm2. 4,000 PSI 3,000 PSI B DETALLES SIN ESCALA ESTRIBOS Y/O REFUERZO ESL. No.2 A CADA 0.15 EST. No.2 A CADA 0.15 ESL. No.2 A CADA 0.15 LARGO 0.25 0.30 0.30 4 No.3 LONGITUDINAL 4 No.3 4 No.4 ESLABONES A ESCALA 1/25 + ESL. No. 2 @ 0.15 VER CORTE DE MURO DE MAMPOSTERIA “X” CIMIENTO CORRIDO 3 No. 3 CORTE TIPICO DE CIMIENTO EN MURO 5 5 DETALLE NOTA: 1 0.20 NIVEL 0.00 -0.15 NIVEL ESCALA 1/25 EN AMBOS SENTIDOS DETALLE 0.20 REF. 1 No. 3 A/C 0.10 m. BLOCK RELLENO 0.14x 0.20 x 0.39 1.00 x 1.00 x 0.30 m. ZAPATA TIPO Z-1 2 4 No. 3 + EST. No. 2 A CADA 0.15 SOLERA HIDROFUGA COLUMNA ESC. 1:10 ESC. 1:10 DETALLE CAMBIO DE SENTIDO DE COLOCACION DE VIGUETAS HOJA E 2/4 5 ESC. 1:10 DETALLE LOSA SOBRE TABIQUE DIVISORIO HOJA E 2/4 ESC. 1:10 2 DETALLE DETALLE REMATE DE LOSA CON BLOCK + AGREGADO REMATE DE LOSA CON BLOCK CORTADO ESC. 1:10 HOJA E 2/4 3 HOJA E 2/4 4 REFUERZO PARA MURO SIN CONTINUIDAD DETALLE ARMADO DE ENTREPISO DETALLE ESC. 1:10 HOJA E 2/4 1 HOJA E 2/4 4 0.15 SOLERA CORONA REFUERZO 4 No. 3 + EST No. 2 @ 0.15 ESCALA 1:5 0.15