Cimentacion Housing DWG Detail for AutoCAD

Cimentacion Housing DWG Detail for AutoCAD

File containing construction details of the structure of a house.

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

corrugated iron, standard hooks on rods, in the picture shown., in shape on beams, the reinforcing steel used, will be housed in concrete with, hooks which, should end in, the specified dimensions, column slab, note:, picture, splices, plant foundation, scale, concrete cycle:, bearing capacity of land:, reinforced concrete:, overload:, mortar:, cm., flat beams, the vertical horizontal joints of expansion cm., for f’m king kong brick filling completely, lightened, cantilevered beams, cabbage. structural, cabbage. of mooring, coatings:, fc, concrete, Technical specifications, shoes, development:, foundation:, concrete beams, concrete cement, resistance of terrain:, concrete shoes stairs, concrete lightened columns, flat roof, steel, stone, cm., median, maximum, rest, column auction, inside, fill concrete between jagged walls, Exterior, flat roof, floor level, floor level, splicing length, splicing detail, doubled detail of, stirrups in columns beams, specified, column, beam board, simple concrete, in overcrowding c: h, in hard foundations c: h, with large stone, reinforced concrete, reinforcing steel, cms. in columns, cms. in shoes, cms. flat slabs, free coverings, cms. in beams, with medium stone, with horizontal vertical joints., splice, vertical, stirrups, brick masonry, machine of, the bricks will be of clay made, will settle with mortar, column in, wall, Technical specifications, folds splices, scale, last ceiling, column in, ceiling, corner, column, scale, detail of lintel, column, beam, intermediate, scale, maximum m., scale, ceiling, wall, scale, cut, brick, foundation cuts, esc, flat roof, confinement for both ends, column table, m., stirrups, cm., plates, sedimentation pit, cistern detail, cut, sump box, rack, n.p.t., cat stair, top, sanitary cap, of max., thickness, shoe detail, sole, see picture, according to details of stirrups., grill, plant, column, kind, shoe box, variable, Earth, compacted, fc, tank tank cap, esc, in column, esc., seismic, dilatation meeting, esc., esc., flat roof, stirrups, in new column, stapes detail, foundations, overeating, column, according to splices, column, new, existing, cut, high plant tank, scale, duct, columns, stairs, of cat, stairway detail, esc, chap., scale, chap., laundry, bath, bedroom, bath, kitchen, yard, living room, dinning room, garage, tank location, capacity, ladder foundation, dilatation meeting, v.c., board of, dilatation, board of, dilatation, board of, dilatation, board of, dilatation, board of, dilatation, board of, dilatation, board of, dilatation, board of, dilatation, v.c., n.f.p., seismic, dilatation meeting, esc., esc., stirrups, stairs detail, esc, beam, see details, section, see details, section, beam, n.p.t., beam, tank location, capacity, v.c.

Raw text data extracted from CAD file:

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 5 G(cm) 5/8" 35 3/8" 20 3/4" 45 ø 1/2" 25 1/4" 15 NOTA: \A1;\Fsimplex.shx;G \A1;0.35 \A1;0.30 \A1;.15 \A1;.10 \A1;ESPECIFICADO \A1;a \A1;r \A1;45° \A1;45° \A1;(r) \A1;(r) \A1;0.30 \A1;0.35 \A1;0.35 \A1;1.00 \A1;.25 \A1;.15 \A1;1.45 \A1;.40 \A1;2.05 \A1;2.00 \A1;.65 \A1;.15 \A1;.30 \A1;.15 \A1;.30 \A1;.15 \A1;2.55 \A1;ESPESOR \A1;VER CUADRO \A1;0.30 \A1;0.10 \A1;0.80 \A1;0.10 \A1;0.05 \A1;0.25 \A1;b \A1;b \A1;a \A1;0.25 \A1;a \A1;.15 \A1;.15 \A1;.15 \A1;1.50 \A1;.60 \A1;.60 \A1;.15 \A1;1.60 \A1;.10 \A1;.30 \A1;1.00 \A1;.50 \A1;.30 \A1;.50 \A1;1.00 \A1;.35 \A1;.15 \A1;.10 \A1;.35 \A1;.10 \A1;.30 \A1;1.00 \A1;.50 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;2.30 \A1;.15 \A1;1.50 \A1;.10 \A1;.15 \A1;.60 \A1;.25 \A1;.25 \A1;.15 \A1;.60 \A1;.10 \A1;.50 \A1;.25 \A1;.25 \A1;1.80 \A1;.25 \A1;2.30 \A1;.25 \A1;.25 \A1;.25 \A1;1.60 \A1;.20 \A1;1.20 \A1;.10 \A1;.05 \A1;.10 \A1;0.60 \A1;.10 \A1;7@0.10 \A1;0.30 \A1;0.30 \A1;.10 \A1;.10 \A1;3@0.25 \A1;.20 \A1;.30 \A1;.30 \A1;3@0.15 \A1;3@0.15 \A1;.05 \A1;3@0.10 \A1;.05 \A1;3@0.10 \A1;3@0.15 \A1;3@0.15 \A1;3@0.10 \A1;.05 \A1;COLUMNA \A1;SEGUN EMPALMES \A1;COLUMNA \A1;.20 \A1;2.60 \A1;2.10 \A1;3.30 \A1;3.35 \A1;2.34 \A1;2.25 \A1;4.14 \A1;4.05 \A1;4.05 \A1;2.40 \A1;2.48 \A1;4.64 \A1;4.14 \A1;4.05 \A1;4.05 \A1;4.88 \A1;2.88 \A1;1.25 \A1;2.53 \A1;.30 \A1;.50 \A1;1.00 \A1;.35 \A1;.15 \A1;.10 \A1;1.00 \A1;.50 \A1;.10 \A1;.30 \A1;.25 \A1;.25 PLANTA CIMENTACION ESCALA : 1 / 50 CONCRETO CICLOPEO: CAPACIDAD PORTANTE DE TERRENO: CONCRETO ARMADO: SOBRECARGA: MORTERO: :2 cm. VIGAS CHATAS LAS JUNTAS VERTICALES Y HORIZONTALES DE DILATACION 3 cm. (USAR TECNOPORT). PARA LADRILLOS KING KONG DE F'm = 35 Kg/cm2 ( 1:4 CEMENTO, ARENA) LLENANDO COMPLETAMENTE ALIGERADOS VIGAS PERALTADAS COL. ESTRUCTURALES COL. DE AMARRE RECUBRIMIENTOS: f'c = 210 kg/cm2 CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6" MAXIMO ESPECIFICACIONES TECNICAS ZAPATAS 200 kg/m2 SOBRECIMIENTO: CIMIENTO: CONCRETO - VIGAS CEMENTO HORMIGON 1:8 + 25% RESISTENCIA DE TERRENO: 2.5 Kg/cm2 CONCRETO - ZAPATAS - ESCALERAS CONCRETO - COLUMNAS - ALIGERADOS TECHO 2 PISO TECHO 1 PISO 200 kg/m2 ACERO PIEDRA :2 cm. :8 cm. :2 cm. :4 cm. :4 cm. MEDIANA 3" MAXIMO @.05 @.10 s/c Resto @.15 0.30 0.30 0.30 REMATE DE COLUMNAS INTERIOR Llenar concreto entre muros dentados EXTERIOR TECHO 3 PISO 200 kg/m2 NIVEL DE PISO l NIVEL DE PISO h/3 h/3 h/3 Longitud de Empalme 3/4" 5/8" 1/2" 3/8" 0.70 0.60 0.50 0.50 DETALLE DE EMPALME DETALLE : DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS ESPECIFICADO dDE COLUMNA a r r(cm.) 2.5 1.3 2.0 d 3/8" 1/4" 1/2" a(cm.) 6.5 10.0 12.5 PLACA O VIGA 45° 45° CONCRETO SIMPLE En sobrecimientos C:H - 1:8 En cimientos corridos C:H - 1:10 con 30% de piedra grande (8" máx.) CONCRETO ARMADO f'c=210 kg/cm2 ACERO DE REFUERZO fy=4,200kg/cm2 4 cms. en columnas fy=4,200kg/cm2 7.5 cms. en zapatas 2 cms. en losas y vigas chatas RECUBRMIENTOS LIBRES (r) 3 cms. en vigas peraltadas con 25% de piedra mediana (6" máx.) con juntas de 1.5 cms., verticales y horizontales. EMPALME VERTICAL ESTRIBOS (Columnas y muros) ALBAÑILERIA DE LADRILLO máquina de 9x14x24 cms.f'm=40Kg/cm2 Los ladrillos serán de arcilla hecho a se asentarán con mortero cemento-arena 1:4 (r) (r) Y Z .30 .40 .50 .70 .90 5/8" 3/4" 1/4" 3/8" 1/2" d .60 .90 X Y .50 .40 .30 Z .10 .15 .175 2 @0.10 COLUMNA EN Pared ESPECIFICACIONES TECNICAS EMPALMES Y DOBLECES X Escala 1:25 ULTIMO TECHO COLUMNA EN Techo 0.30 EN ESQUINA COLUMNA Escala 1:25 DETALLE DE DINTEL Columna Viga INTERMEDIO Escala 1:25 0.35 0.35 2 @0.10 Máximo 1.20 m. 1.00 2d1/2" Escala 1:25 X X 2 @0.10 Techo 0.35 0.30 Pared .15 Escala 1:25 CORTE X - X Niv.+2.10 Ladrillo 2d1/2" d1/4"@0.15 .10 CORTES DE CIMIENTO ESC : 1/25 TECHO 4 PISO 200 kg/m2 Confinamiento de estribos, para ambos extremos CUADRO DE COLUMNAS C-1 .25 .15 C-2 1@ 0.05, 3 @ 0.10, 3 @ 0.15, resto @ 0.20 m. 4ø3/8" Estribos d1/4" C-3 :2.50 cm. PLACAS N.F.P.-0.05 1.45 .40 2.05 2.00 .65 .15 FOSA DE SEDIMENTACION 3/8" @ .25 1/2" @ 0.25 VOL.= 4.00 M3 DETALLE DE CISTERNA .30 5 0 / 1/2" @ 0.25 CORTE X-X \A1;45.00° .30 5 DE .30x.30x.30 CAJA SUMIDERO REJILLA N.P.T. + 0.00 ESCALERA DE GATO TAPA .60x.60 TAPA SANITARIA DE d 1" MAX. 2.55 ZAPATA-SECCION ø1/2" A 0.15 ø1/2" A 0.15 ESPESOR DETALLE DE ZAPATAS SOLADO Fc=100Kg/cm2 VER CUADRO SEGUN DETALLE DE ESTRIBOS. 0.30 0.10 0.80 0.10 NF.-1.00 0.05 0.25 b b a ø1/2" A 0.15 PARRILLA 0.25 PLANTA COLUMNA COLUMNA TIPO Z-1 Z-2 a CUADRO DE ZAPATAS VARIABLE 1.00 1.00 1.00 1.00 b a TIERRA COMPACTADA f'c = 210 kg/cm2 f'c = 210 kg/cm2 f'c = 210 kg/cm2 .15 .15 .15 TAPA DE TANQUE CISTERNA 1.50 X .60 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 .60 ESC ; 1/25 .15 X 1.60 EN COLUMNA 5 .50 NFP+0.10 5 5 VC 4d1/2" Esc. 1:25 C 3-3 d1/4",1@.05,R.@.20 5 5 5 SISMICA 3Cm. JUNTA DE DILATACION 5 NFP+0.10 .15 5 VC 4d1/2" d1/4",1@.05,R.@.20 Esc. 1:25 C 2-2 5 .50 .15 5 NFP+0.10 5 5 Esc. 1:25 C 1-1 TECHO 5 PISO 200 kg/m2 .15 .15 4ø3/8" Estribos d1/4" S/C = 500 kg/ m2 7@0.10 0.30 EN COLUMNA NUEVA DETALLE DE ESTRIBOS 0.30 CIMIENTOS SOBRECIMIENTOS .10 .10 3@0.25 .20 .30 .30 3@0.15 3@0.15 .05 3@0.10 .05 3@0.10 3@0.15 3@0.15 3@0.10 .05 COLUMNA SEGUN EMPALMES COLUMNA .20 RESTO@0.20 RESTO@0.20 RESTO@0.20 RESTO@0.20 Nuevo Nuevo Existente Existente CORTE A-A .15 2.30 .15 1.50 .10 .15 .60 TANQUE ELEVADO - PLANTA .25 .25 .15 .60 .10 .50 Escala 1:25 .25 .25 0.60x0.60 DUCTO 1.80 d3/8"@.25 d3/8"@.25 2d5/8" d3/8"@.25 d3/8"@.25 A A d3/8"@.25 4d1/2" d3/8"@.25 4d1/2" NTT+5.20 NPT+8.45 Columnas d3/8"@.25 4d1/2" d3/8"@.25 Escalera de gato .25 2.30 .25 .25 .25 1.60 .20 1.20 .10 .05 .10 0.60 .10 DETALLE DE ESCALERA ESC : 1/25 2.60 2.10 CAP. 4.00 m3 Escala 1:25 CAP. 4.00 m3 LAVANDERIA BAÑO DORMITORIO DORMITORIO BAÑO COCINA PATIO SALA COMEDOR COCHERA P A S A D I Z O UBICACION DE CISTERNA CAPACIDAD 4.00 M3 CIMIENTO DE ESCALERA JUNTA DE DILATACION JUNTA DE DILATACION Z1 C1 Z1 C1 Z1 C1 Z1 C1 Z1 C1 Z1 C1 Z1 C1 Z1 C1 Z1 C1 Z1 C1 C1 Z1 C1 Z1 C1 Z1 C1 Z1 C1 Z1 C3 C1 C1 C1 C1 C2 C2 C2 C2 C3 C3 C3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 4 4 4 4 2 2 2 2 2 2 2 2 4 4 2 2 4 4 4 4 4 4 5 5 5 5 3 3 3 3 3 3 3 3 3 3 3 3 3 3 V.C. V.C. V.C. V.C. V.C. V.C. V.C. V.C. V.C. V.C. V.C. V.C. V.C. V.C. V.C. V.C. V.C. V.C. 5 5 C3 C3 C3 C3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 JUNTA DE DILATACION JUNTA DE DILATACION JUNTA DE DILATACION JUNTA DE DILATACION JUNTA DE DILATACION JUNTA DE DILATACION JUNTA DE DILATACION JUNTA DE DILATACION 1 3 5 A B C D E F G H A C D E F H 1 2 4 5 V.C. V.C. V.C. V.C. V.C. N.F.P. +0.05 N.F.P. +0.10 N.F.P. +0.10 N.F.P. +0.05 N.F.P. +0.10 N.F.P. +0.10 N.F.P. +0.10 N.F.P. +0.10 N.F.P. +0.05 VC 4d1/2" d1/4",1@.05,R.@.20 5 5 5 SISMICA 3Cm. JUNTA DE DILATACION 5 NFP+0.10 .15 5 Esc. 1:25 C 4-4 5 .50 NFP+0.10 5 5 Esc. 1:25 C 5-5 C1 4d5/8" .25 .25 Estribos d3/8" \A1;.25 3erTRAMO DETALLE DE ESCALERAS / 0 3/8" @ .25 ESC ; 1/25 \A1;0.15 3 @ 0.10,Rto @ .25 VIGA DE 4 1/2" 0 / \A1;0.15 1/2" @ 0.30 / 0 3/8" @ .25 0 / 8 1.20 \A1;.60 / 0 3/8" @ .25 1/2" @ 0.30 0 / \A1;.15 VER DETALLES E-2 16 17 .30 \A1;0.65 12 2do TRAMO 4to TRAMO \A1;0.60 \A1;0.25 0.18 9 10 15 1/2" @ 0.30 / 0 0 / 3/8" @ .25 \A1;0.20 13 \A1;0.15 VER DETALLES E-2 \A1;0.30 14 0.30 15 1er TRAMO 3 @ 0.10,Rto @ .25 VIGA DE 4 1/2" 0 / \A1;.15 / 1/2" @ 0.30 0 1 \A1;.45 3/8" @ .25 \A1;.60 / 0 0.30 \A1;.70 N.P.T. 1/2" @ 0.30 / 0 6 \A1;.60 7 \A1;.25 3/8" @ .25 0 / 4 3 \A1;.20 5 0.13 2 \A1;.25 VIGA DE 4 1/2" 3 @ 0.10,Rto @ .25 0 / \A1;.15 0 / 0 / 1/2" @ 0.30 3/8" @ .25 \A1;.60 22 21 \A1;.25 20 18 0.13 \A1;.15 .15 1.20 11 1.20 19 0.20 0.30 C1 UBICACION DE CISTERNA CAPACIDAD 4.00 M3 V.C. V.C. V.C. V.C. V.C. V.C. V.C. V.C. V.C. V.C. V.C.

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Garage, Deck / Patio
Tags	autocad, base, cimentacion, construction, DETAIL, details, DWG, file, FOUNDATION, foundations, fundament, house, Housing, structure