Lightened Plan Of A House DWG Full Project for AutoCAD

Lightened Plan Of A House DWG Full Project for AutoCAD

The project is a detailed plan of the hollow slab, it appreciates the details and distribution of stirrups in beams, joists and other location details of construction

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

of corrugated iron, box of standard hooks in rods, in the shown picture., in longitudinal form, in beams, the steel of reinforcement used, will be lodged in the concrete with, standard hooks, which, and beams, should end in, the specified dimensions, and foundation slab, column, note :, cut aa, wall thickness, elevation, beam, detail sections, aa, bb, cc, first roof, high tank, coverings, technical specifications, roof slab , detail of lintels, resistance, steel, overload :, concrete – columns, concrete – beams, concrete – reinforced concrete, reinforced concrete :, cut x – x, fill concrete between jagged walls, slab bottom, square of lintels, rest, exterior, interior, beam d, columns, beams, slabs and beams, banked beams, col. structural, col. mooring, lightened, flat beams, footings, reinforcement joints, beam on each side of, will not be allowed, light of the slab or, column or support, colum, slabs, overlaps and splices, in columns, third central, will not be spliced, armor in one, same section., the l junctions, will be located in the, rmin., abutments, second ceiling

Raw text data extracted from CAD file:

\A1;R 3.15 \A1;1.80 \A1;.55 \A1;1.15 \A1;.85 \A1;.65 \A1;.55 \A1;1.00 \A1;.85 \A1;.65 \A1;.55 \A1;.70 \A1;.80 \A1;.95 \A1;.85 DE FIERRO CORRUGADAS CUADRO DE GANCHOS STANDARD EN VARILLAS EN EL CUADRO MOSTRADO. EN FORMA LONGITUDINAL, EN VIGAS EL ACERO DE REFUERZO UTILIZADO SE ALOJARAN EN EL CONCRETO CON GANCHOS STANDARD, LOS CUALES Y VIGAS, DEBERAN TERMINAR EN LAS DIMENSIONES ESPECIFICADAS Y LOSA DE CIMENTACION, COLUMNA \Fsimplex.shx;G G(cm) 5/8" 35 3/8" 20 3/4" 45 ø 1/2" 25 1/4" 15 NOTA: 1.5 cm. (LIBRES) CORTE A-A ESPESOR DE MURO ELEVACION L 0.20 A 0.20 A VIGA \A1;.1000 \A1;1.75 \A1;.50 \A1;.50 \A1;.1000 \A1;.20 \A1;1.75 \A1;.1000 \A1;.1000 \A1;.1000 \A1;1.78 \A1;1.40 \A1;.15 \A1;.20 \A1;.1000 \A1;.1000 \A1;1.78 \A1;.1000 \A1;.40 \A1;.40 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;.20 \A1;.40 \A1;.40 \A1;.30 \A1;.15 \A1;.40 \A1;1.05 \A1;1.05 \A1;.85 \A1;.85 \A1;4.25 \A1;2.10 \A1;3.10 \A1;1.20 \A1;.80 \A1;1.25 \A1;.65 \A1;1.10 \A1;.30 \A1;.20 \A1;.15 \A1;.35 \A1;.30 \A1;.20 \A1;.25 \A1;.20 \A1;.15 \A1;.35 \A1;.30 \A1;.20 \A1;.15 \A1;.35 \A1;.20 \A1;.15 \A1;.30 \A1;.35 \A1;1.05 \A1;1.20 \A1;.85 \A1;.95 \A1;4.15 \A1;1.40 \A1;.20 \A1;.25 \A1;.25 \A1;R 3.15 \A1;1.80 \A1;.55 \A1;1.15 \A1;.85 \A1;.65 \A1;.55 \A1;1.00 \A1;.85 \A1;.65 \A1;.55 \A1;.70 \A1;.80 \A1;.95 \A1;.85 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;.20 \A1;.40 \A1;.40 \A1;.30 \A1;.15 \A1;.40 \A1;.20 \A1;.25 \A1;.25 -153.7073723037293 5d 1/2" -153.7073723037293 -153.7073723037293 4d 1/2" 2 - 2 1 - 1 -131.0108595904755 -131.0108595904755 -131.0108595904755 6 d 1/2" -131.0108595904755 -131.0108595904755 DETALLE SECCIONES 6d 1/2" 4 - 4 3 - 3 -131.0108595904755 -131.0108595904755 -131.0108595904755 8d 1/2" -131.0108595904755 -131.0108595904755 5 - 5 \A1;\Fsimplex.shx;G \A1;1.5 cm. \A1;ESPESOR DE MURO \A1;L \A1;0.20 \A1;0.20 \A1;1.05 \A1;1.05 \A1;.85 \A1;.85 \A1;4.25 \A1;2.10 \A1;3.10 \A1;1.20 \A1;.80 \A1;1.25 \A1;.65 \A1;1.10 \A1;.30 \A1;.20 \A1;.15 \A1;.35 \A1;.30 \A1;.20 \A1;.20 \A1;.15 \A1;.25 \A1;.35 -122.252990462929 -122.252990462929 A -122.252990462929 -122.252990462929 A -122.252990462929 -122.252990462929 -122.252990462929 B -122.252990462929 -122.252990462929 B -122.252990462929 -122.252990462929 A-A VP1 (.30x.35) B -122.252990462929 -122.252990462929 B -122.252990462929 -122.252990462929 C C -122.252990462929 -122.252990462929 7d 5/8" 5d 5/8" 7d 5/8" B-B C-C -122.252990462929 -122.252990462929 -122.252990462929 -122.252990462929 -122.252990462929 \A1;.20 \A1;.15 \A1;.30 \A1;.35 \A1;.35 \A1;.15 \A1;.30 \A1;.20 \A1;1.05 \A1;1.20 \A1;.85 \A1;.95 \A1;4.15 \A1;1.40 -118.1923697295386 -118.1923697295386 -118.1923697295386 -118.1923697295386 -118.1923697295386 -118.1923697295386 -118.1923697295386 -118.1923697295386 VP2(.30x.35) -118.1923697295386 -118.1923697295386 7d 5/8" A-A 7d 5/8" B-B -118.1923697295386 -118.1923697295386 -118.1923697295386 -118.1923697295386 0.8546885395363972 ESC. : 1 / 50 PRIMER TECHO 0.8546885395363972 0.8546885395363972 0.8546885395363972 0.8546885395363972 0.8546885395363972 0.8546885395363972 0.8546885395363972 0.8546885395363972 0.8546885395363972 0.8546885395363972 0.8546885395363972 0.8546885395363972 0.8546885395363972 0.8546885395363972 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 1d3/8" 1d1/2" 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1.617179813774584 DE TANQUE ELEVADO 1.617179813774584 RECUBRIMIENTOS: ESPECIFICACIONES TECNICAS 0.3838533681295644 0.3838533681295644 d3/8"@.25 1d1/2" Abajo d3/8"@.25 X 1.617179813774584 LOSA DE TECHO X d3/8"@.25 d3/8"@.25 DETALLE DE DINTELES RESISTENCIA ACERO SOBRECARGA: CONCRETO - COLUMNAS CONCRETO - VIGAS TECHO 2 PISO TECHO 1 PISO CONCRETO - Sobrecimientos armados RESISTENCIA DE TERRENO: 2.5 Kg/cm2 CONCRETO ARMADO: 200 kg/m2 200 kg/m2 200 kg/m2 f'c = 210 kg/cm2 fy = 4200 kg/cm2 f'c = 210 kg/cm2 TECHO 3 PISO f'c = 175 kg/cm2 0.7029194552690683 CORTE X - X Llenar concreto entre muros dentados DETALLE ALIGERADO (TIPICO) 1d 1/4"@.25 (TEMPERATURA) LOSA DE FONDO DE TANQUE ELEVADO 1.617179813774584 d3/8"@.25 d3/8"@.25 1.617179813774584 d3/8"@.25 d3/8"@.25 1.617179813774584 1.617179813774584 1.617179813774584 -0.5304069903759512 d3/8" @ .25 -0.5304069903759512 2d1/2" 2d5/8" -0.5304069903759512 2d5/8" 2d1/2" 1.617179813774584 1.617179813774584 1.617179813774584 1.617179813774584 HASTA 1.00 (Mts.) HASTA 1.50 HASTA 2.00 CUADRO DE DINTELES L 10 (Cms.) h ø 20 20 2ø5/8" 2ø1/2" 2ø3/8" @.10 s/c Resto EXTERIOR .30 .20 0.7029194552690683 d3/8" @ .20 0.7029194552690683 INTERIOR .15 .05 .30 .10 .30 .40 d DE VIGUETA .10 REMATE DE COLUMNAS d VIGAS LOSAS Y VIGAS VIGAS PERALTADAS COL. ESTRUCTURALES COL. DE AMARRE ALIGERADOS VIGAS CHATAS ZAPATAS :2 cm. :2 cm. :2 cm. :4 cm. :4 cm. :8 cm. (cm) (cm) 40 1/2" 50 5/8" 60 50 30 3/8" 40 6mm 30 empalmes de refuerzo superior (negativo) en viga a cada lado de una Longitud de 1/4 No se permitirán de luz de la losa o la columna o apoyo @.05 @.15 0.30 COLUM. LOSAS, TRASLAPES Y EMPALMES EN COLUMNAS 6mm d 3/8" tercio central. No se empalmarán más del 50% de la armadura en una misma sección. Los empalmes L se ubicarán en el Rmin. 1.5cm 2.0cm L 10cm 15cm R 0.30 0.30 ESTRIBOS -5.950792981312958 1 - 1 DETALLE SECCIONES 3 - 3 2 - 2 6d 1/2" -5.950792981312986 -5.950792981312986 5 - 5 4 - 4 -5.950792981312986 -5.950792981312986 -5.950792981312986 8d 1/2" -5.950792981312986 -5.950792981312986 -5.950792981312986 6 d 1/2" -5.950792981312986 5 5 5 5 5 5 5 5 5 5 5 5 0.0 0.0 0.0 0.0 7d 5/8" 0.0 5d 5/8" 0.0 0.0 0.0 7d 5/8" 5 0.0 A A B B B B C C A-A B-B C-C -4.194790213131142 -4.194790213131142 7d 5/8" -4.194790213131142 -4.194790213131142 A-A 0.0 0.0 7d 5/8" B-B 0.0 0.0 5 5 5 5 5 5 VP1 (.30x.35) VP2(.30x.35) VP1 (.30x.35) VP1 (.30x.35) VP2 (.30x.35) VP2 (.30x.35) 2 2 5 5 5 5 5 5 5 5 5 5 5 5 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 3 3 -28.64730569456677 5d 1/2" -28.64730569456677 1 1 4d 1/2" -28.64730569456677 1d1/2" 1d3/8" 0.8546885395363972 VP2 (.30x.35) 4 4 5 5 5 5 VP2 (.30x.35) SEGUNDO TECHO ESC. : 1 / 50 4 4 0.8546885395363972 3 3 3 3 5 5 5 5 5 1d3/8" 1d1/2" 1d1/2" 1d1/2" 0.8546885395363972 4 4 5 5 5 5 2 2 5 5 5 4 4 1d3/8" 1d1/2" 1d1/2" 0.8546885395363972 0.8546885395363972 0.8546885395363972 0.8546885395363972 0.8546885395363972 5 5 5 5 5 1d1/2" 1d1/2" 1d3/8" 0.8546885395363972 5 5 5 5 1d1/2" 1d3/8" 1d1/2" 0.8546885395363972 VP1 (.30x.35) 5 5 5 4 4 VP1 (.30x.35) 1d1/2" 1d1/2" 1d1/2" 0.8546885395363972 0.8546885395363972 1 1 5 5 4 4 1d1/2" 1d1/2" 1d1/2" 0.8546885395363972 0.8546885395363972 0.8546885395363972

Language	Spanish
Drawing Type	Full Project
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, detailed, details, distribution, dwelling unit, DWG, full, haus, hollow, house, lightened, logement, maison, plan, Project, residên, residence, slab, unidade de moradia, villa, wohnung, wohnung einheit