Housing DWG Section for AutoCAD

Housing DWG Section for AutoCAD

Plane house – plants – sections – views – Details

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

square of lintels, cut aa, nfp, npt, cut bb, sobrecimiento, foundation, column, according to joints, rmin., splices of reinforcement, beam on each side of, will not be allowed, of light of the slab or, the column or support, will not be spliced, armor in one, same section., central third., splices l, will be located in the, overlaps and splices, beams, columns, slabs, slabs and beams, abutments, columns, location, specialty, owner, professional, project, two-family dwelling, date, scale, terrace, garden, dining room, room, study, parking, hall, court xx, stone, technical specifications, steel, mortar :, overload :, concrete – columns, concrete – reinforced concrete, reinforced concrete :, concrete – beams, resistance, foundation:, overlay :, cyclopean concrete :, maximum, median, sardine detail., no. floor, cut, column table, type, detail of lintels, stirrups in columns., concentration detail, bxt, sedimentation pit, c aja suide, stuffed stone, grille, cat ladder, sanitary lid, tank lid, foundation, cistern, cistern, ladder, expansion joint, shoe detail, shoe box, see table, according to detail of abutments ., variable, thickness, grate, plant, plate box, dimensions, iron, vertical, horizontal, foundation, frame, elevation, beam, bathroom, stair detail, first section, first floor, second section, and slab foundation, column, the specified dimensions, and beams, should end in standard hooks, which will be housed in the concrete with, the reinforcing steel used, longitudinally, in beams, in the box shown., box of hooks standard on rods, corrugated iron, note :, coatings :, col. of mooring, col. structural, banked beams, footings, flat beams, lightened, kitchen, bedroom, income, rest, note: deepen shoe to base level of tank

Raw text data extracted from CAD file:

2ø3/8" 2ø1/2" 2ø5/8" CUADRO DE DINTELES 20 20 HASTA 2.00 HASTA 1.50 ø h (Cms.) 10 L (Mts.) HASTA 1.00 .30 .075 CORTE A-A .30 .20 N.F.P .05 N.P.T. CORTE B-B .05 .075 .075 .05 .20 .30 N.F.P N.P.T. N.F.P 5 4 A .10 .20 .15 7 A .10 SOBRECIMIENTO CIMIENTO 0.30 0.30 3 A .25 .10 .10 COLUMNA RESTO A .25 .15 RESTO A .25 4 A .10 5 COLUMNA 4 A .10 5 .15 SEGUN EMPALMES RESTO A .25 .15 RESTO A .25 .30 .30 .20 \A1;2.20 \A1;2.55 \A1;.15 \A1;.15 \A1;2.10 \A1;.30 \A1;1.45 \A1;.40 \A1;1.40 \A1;.60 \A1;.60 \A1;.15 \A1;.15 \A1;1.80 \A1;.15 \A1;.15 \A1;.30 \A1;.15 \A1;.65 \A1;.30 \A1;.075 \A1;.30 \A1;.20 \A1;.05 \A1;.05 \A1;.075 \A1;.075 \A1;.05 \A1;.20 \A1;.30 \A1;.10 \A1;4 A .10 \A1;.20 \A1;.15 \A1;7 A .10 \A1;0.30 \A1;0.30 \A1;3 A .25 \A1;.10 \A1;.10 \A1;COLUMNA \A1;.15 \A1;4 A .10 \A1;.10 \A1;COLUMNA \A1;4 A .10 \A1;.10 \A1;.15 \A1;SEGUN EMPALMES \A1;.15 \A1;.30 \A1;.30 \A1;.20 \A1;.20 \A1;1.80 \A1;.20 \A1;.20 \A1;1.40 \A1;.20 \A1;.57 \A1;4.43 \A1;2.81 \A1;3.25 \A1;2.58 \A1;2.27 \A1;3.96 \A1;3.55 \A1;3.18 \A1;3.00 \A1;3.00 \A1;4.12 \A1;4.23 \A1;2.96 \A1;3.23 \A1;2.36 \A1;2.45 \A1;4.77 \A1;2.85 \A1;t \A1;t \A1;.80 \A1;.30 \A1;.10 \A1;.05 \A1;.15 \A1;b \A1;.80 \A1;.30 \A1;.10 \A1;.05 \A1;.15 \A1;b \A1;.30 \A1;.80 \A1;.15 \A1;.10 \A1;.05 \A1;.15 \A1;.05 \A1;.10 \A1;.80 \A1;.30 \A1;.80 \A1;.15 \A1;.10 \A1;.05 \A1;.30 \A1;.15 \A1;.15 \A1;b \A1;b \A1;b \A1;0.30 \A1;0.10 \A1;b \A1;a \A1;0.25 \A1;VER CUADRO \A1;0.05 \A1;0.60 \A1;0.10 \A1;b \A1;0.25 \A1;a \A1;ESPESOR \A1;L \A1;0.20 \A1;0.20 \A1;1.5 cm. \A1;ESPESOR DE MURO \A1;.45 \A1;.15 \A1;.45 \A1;.15 \A1;.45 \A1;.15 \A1;.55 \A1;.55 \A1;.15 \A1;.18 \A1;.50 \A1;.80 \A1;.25 \A1;.25 \A1;.175 \A1;.25 \A1;.175 \A1;.18 \A1;.15 \A1;\Fsimplex.shx;G \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.35 \A1;.25 \A1;.25 \A1;.25 \A1;.45 \A1;.25 \A1;.15 \A1;.30 \A1;.69 \A1;1.83 \A1;.15 \A1;.05 \A1;.10 \A1;L \A1;L \A1;L \A1;L R -177.6236263301745 Rmin. 1.5cm 2.0cm 3/8" 1/2" 6mm 5/8" -186.5183186467683 -177.6236263301745 -177.6236263301745 50 40 60 50 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 d L 6mm 10cm 3/8" 15cm No se empalmarán más del 50% de la armadura en una misma sección. tercio central. Los empalmes L se ubicarán en el TRASLAPES Y EMPALMES 40 30 VIGAS (cm) COLUM. (cm) 30 d LOSAS, LOSAS Y VIGAS ESTRIBOS EN COLUMNAS \A1;.50 \A1;.50 ARCHIVO: MUNIVE-E01.DWG ESTRUCTURA (CIMENTACION) UBICACION ESPECIALIDAD PROPIETARIO PROFESIONAL PROYECTO VIVIENDA BIFAMILIAR FECHA E1 PLANO:4/8 ESCALA 1:50,1:25 TERRAZA JARDIN COMEDOR SALA ESTUDIO ESC: 1/50 CIMIENTO ESTACIONAMIENTO HALL NPT.± 0.00 NPT.+0.15 NPT.+0.15 NPT.+0.15 JARDIN 1 2 NPT.-0.15 CORTE X-X ESC : 1/25 PIEDRA fy = 4200 kg/cm2 PARA LADRILLOS KING KONG DE F'm = 35 Kg/cm2 ( 1:4 CEMENTO, ARENA) LLENANDO COMPLETAMENTE LAS JUNTAS VERTICALES Y HORIZONTALES DE DILATACION 1" (USAR TECNOPORT). ESPECIFICACIONES TECNICAS CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6" MAXIMO ACERO 200 kg/m2 MORTERO: SOBRECARGA: TECHO 1 PISO TECHO 2 PISO CONCRETO - COLUMNAS CONCRETO - SOBRECIMIENTOS ARMADOS RESISTENCIA DE TERRENO: 2.5 Kg/cm2 CEMENTO HORMIGON 1:8 + 25% CONCRETO ARMADO: CONCRETO - VIGAS RESISTENCIA CIMIENTO: SOBRECIMIENTO: f'c = 175 kg/cm2 f'c = 175 kg/cm2 f'c = 175 kg/cm2 CONCRETO CICLOPEO: MAXIMO 3" MEDIANA DETALLE DE SARDINELES. ESC. 1/25 Nº PISO CORTE IDEM 1ºPISO CUADRO DE COLUMNAS C-2 .15x.45 1 C-1 TIPO 2 IDEM 1ºPISO .15x.45 4ø1/2"+2d3/8" ø3/8"@.25 4ø1/2" IDEM 1ºPISO C-4 C-3 DETALLE DE DINTELES DE ESTRIBOS EN COLUMNAS. DETALLE DE CONCENTRACION ø bxt ø bxt 6ø1/2" ø3/8"@.25 .25x.25 DE d 1" MAX. 2.20 2.55 5 5 2.10 \A1;45.00° FOSA DE SEDIMENTACION .30 DE .30x.30x.30 CAJA SUMIDERO 1.45 3/8" @ .25 1/2" @ 0.25 0 / .40 N.P.T. + 0.00 N.P.T. - 0.05 RELLENO DE PIEDRA PARTIDA REJILLA ESCALERA DE GATO TAPA .60x.60 TAPA SANITARIA 0.0 0.0 .60 0.0 0.0 0.0 0.0 d3/8"@.25 d3/8"@.25 0.0 TAPA DE TANQUE CISTERNA VOL.= 3.36 M3 .30 .15 .65 1/2" @ 0.25 d3/8"@.25 d3/8"@.25 X X ESC ; 1/25 ø3/8"@.25 .15x.45 200 kg/m2 1 C1 C2 C2 C1 C3 C3 C2 C3 C3 C3 C5 C2 C4' C2 C1 C8 C8 C1 C2 C4 C6 C1 C1 C1 C1 P1 P6 P6 C6 C7 C4 C2 C1 C8 C8 C1 P1 P3 P1 P4 P2 Z1 Z1 Z2 Z2 Z2 Z2 C8 C8 C8 C8 C2 CC7 CC7 CC1 CC7 CC1 C8 C8 C8 C8 C8 C8 C8 C8 5 5 5 5 5 5 Cimiento de cisterna CISTERNA CC7 CC7 CC2 CC2 CC2 CC2 CC6 CC1 CC3 CC3 CC6 CC3 CC6 CC2 CC1 CC1 CC7 CC1 CC3 CC5 CC3 CC5 CC3 CC2' CC6 CC2' CC4 CC3' CC3' CC2 CC2 CC2 CC2 CC2' CC4 CC3 CC2' CC5' CC6 CC6 CC2 CC2 CC3 CC2' CC2' CC2' CC6 5 8 5 7 5 5 5 5 5 5 5 5 5 B C D E 2 3 4 5 6 5 A 5 5 5 5 5 5 5 1 1' 3 4 5 6 7 8 escalera Cimiento de JUNTA DE DILATACION SISMICA 3Cm. JUNTA DE DILATACION SISMICA 3Cm. NPT+.15 t t 5 5 5 5 5 b 5 5 5 5 5 b NPT+.15 NPT+.15 5 5 5 5 5 5 5 5 5 5 NPT+.15 NPT+.15 5 5 5 5 5 5 .15 b b b TIPO 2 TIPO 1 TIPO 3 TIPO 4 TIPO 5 DETALLE DE ZAPATAS CUADRO DE ZAPATAS a COLUMNA COLUMNA a 0.25 SOLADO F'c=100Kg/cm2 VER CUADRO CORTE 0.05 SEGUN DETALLE DE ESTRIBOS. 0.10 0.10 NF.-1.10 0.30 0.60 VARIABLE ESPESOR TIPO Z-1 Z-2 b ø1/2" A 0.15 PARRILLA 0.25 b 1.20 a b 1.20 1.00 1.00 ø1/2" A 0.15 ø1/2" A 0.15 PLANTA A B B 1.00 CUADRO DE PLACAS TIPO Nº PISO ø3/8"@.25 DIMENSIONES b t .15 1° 2° P1 FIERRO Vertical Horizontal ø3/8"@.15 P2 1° 2° 2.00 .15 ø3/8"@.15 ø3/8"@.25 P3 1° 2° 1.25 .25 ø3/8"@.15 ø3/8"@.25 P4 1° 2° 1.00 .15 ø3/8"@.15 ø3/8"@.25 P5 1° 2° 1.00 .25 ø3/8"@.15 ø3/8"@.25 P6 1° 2° 1.45 .15 ø3/8"@.15 ø3/8"@.25 CIMIENTO CORRIDO DIMENSIONES 2 CC4 CC2' CC2 .15 1 TIPO Nº PISO CC1 CC1' t .60 b .15 .50 .50 .15 .15 .60 .25 .60 .60 .25 .15 .50 3 CC3 CC5' CC5 CC3' .15 .60 .25 .50 4 .50 .15 CC6 CC7 .15 .50 5 CUADRO DE ELEVACION 0.3677332113474421 0.3677332113474421 A 0.3677332113474421 A VIGA 0.3677332123466357 (LIBRES) CORTE A-A 0.3677332123466357 C-4' 4ø1/2" .25x.25 C-5 4ø5/8" .25x.35 C-6 4d5/8"+2d1/2" ø1/4"@.25 C-7 2d5/8"+4d1/2" 2ø1/4"@.25 C-8 4d3/8" ø1/4"@.25 .15x.30 4ø5/8"+2d1/2" ø3/8"@.25 ø3/8"@.25 ø3/8"@.25 BAÑO 4ø5/8" 2ø1/2" DIA. 0.30 -1.36707794738448 -1.36707794738448 -1.367077947950342 -1.367077947950342 -1.367077947253904 -1.367077947253904 4ø1/2" 2ø3/8" 2.140988873740106 2.140988873740106 2.140988873740106 2.140988873740106 E=0.15 (TIPICO) 2.140988873740106 2.140988873740106 2.140988873740106 V-100 E=0.15 (TIPICO) ø3/8"@0.25 ø1/2"@0.25 ø1/2"@0.25 ø3/8"@0.25 ø3/8"@0.25 ø1/2"@0.25 ø1/2"@0.25 ø3/8"@0.25 ø1/2"@0.25 2.140988873740106 2.140988873740106 2.030746851629651 2.030746851629651 V-100 V-8 2.030746851629651 ø3/8"@0.25 ø1/2"@0.25 -3.332270550523845 ø1/2"@0.25 DETALLE DE ESCALERA ESC ; 1/25 PRIMER TRAMO PRIMER PISO SEGUNDO TRAMO PRIMER PISO Y LOSA DE CIMENTACION, COLUMNA LAS DIMENSIONES ESPECIFICADAS Y VIGAS, DEBERAN TERMINAR EN GANCHOS STANDARD, LOS CUALES SE ALOJARAN EN EL CONCRETO CON EL ACERO DE REFUERZO UTILIZADO EN FORMA LONGITUDINAL, EN VIGAS EN EL CUADRO MOSTRADO. CUADRO DE GANCHOS STANDARD EN VARILLAS DE FIERRO CORRUGADAS NOTA: 1/4" 15 1/2" 25 ø 3/4" 45 3/8" 20 5/8" 35 G(cm) -3.843588083967155 RECUBRIMIENTOS: COL. DE AMARRE COL. ESTRUCTURALES VIGAS PERALTADAS ZAPATAS VIGAS CHATAS ALIGERADOS :4 cm. :4 cm. :2 cm. :8 cm. :2 cm. :2 cm. 4ø1/2" 2ø3/8" 0.1843944531552921 0.1843944531552921 IDEM 1ºPISO 0.1843944531552921 0.1843944531552921 IDEM 1ºPISO IDEM 1ºPISO IDEM 1ºPISO IDEM 1ºPISO IDEM 1ºPISO .35 .25 0.0277442917319206 0.0277442917319206 0.0277442917319206 0.0277442917319206 2ø5/8" 0.0000000000404725 0.0000000000404725 4ø1/2" 4ø1/2" 4ø1/2" CC7 CC7 COCINA BAÑO BAÑO DORMITORIO DORMITORIO INGRESO 5 5 C8 C8 C8 C8 5 5 f'c = 210kg/cm2 RESTO \A1;SOLADO f'c=100Kg/cm2 5 \A1;N.F.C. -1.10 .50 .50 \A1;1d1/2" Abajo NOTA: PROFUNDIZAR ZAPATA HASTA NIVEL DE BASE DE CISTERNA

Language	Spanish
Drawing Type	Section
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park, Parking
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, details, dwelling unit, DWG, family house, haus, house, Housing, logement, maison, plane, plants, residên, residence, section, sections, unidade de moradia, views, villa, wohnung, wohnung einheit