Details Foundations DWG Section for AutoCAD

Details Foundations DWG Section for AutoCAD

This plane contains the blueprints of a house foundation. – Plants – sections – views – Details

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

beam, n.f.p., sole, schematic cut, columns, det. column beam, esc:, free light, free light, npt:, nm, for a better grip for the second day fill height for solid units., before starting the second day clean up moistening of absorption units, mortar: c: a: joints cm. as maximum, brick mortar, column table, kind, sole, steel, shoe box, zapata excentrica, tamped filling, npt, sidewalk, sole, false floor, tamped filling, finished floor, tamped filling, npt, sidewalk, sole, false floor, tamped filling, finished floor, zapata excentrica, tamped filling, npt, sidewalk, sole, false floor, tamped filling, finished floor, central shoe, mortar c: h, load bearing capacity kg for, columns, shoe emptied on natural ground, elevated tank, shoe emptied on sole, foundation, shoe sole, false shoe, overcoming, concrete cycle, concrete, steel, coatings, Technical specifications, slabs, shoe s, retaining wall cutting walls protected by cladding, retaining wall cutting walls in contact with the ground, fc, p.m. max. cm, pg. max., p.m. max., living place, flat beams, will be made with clay brick k.k of the area, high tank slabs, cantilevered beams, masonry, overloads, ground floor, construction process: masonry walls will be built according to, are constructed after emptying the ceilings beams columns, the details indicated on the corresponding sheets, rooftop, thickness of joints: cm, corridor stairs, columns, zapataz zc foundation run monolithically., armatures …………………………………. should not be welded., columns ………………………………… minimum hours., stripping, background of beams slab alig. days minimum, lateral of slab beams ……………….. minimum hours, diameter, junction box, mts, in columns, for armor, diameter, double box, additional, free light, additional, overlap area in beams, cm., loneliness, of folding, minimum cm., bending of stirrups, cm., additional, beam, splicing of columns, of beams, length of, in extremes, development, inside the, to fold in, confined nucleus, beam, column, beam, length splicing, free light, confinement zone, splices outside the, parties trying to do, splicing in different, overlap length, at beam end, details technical specifications, n.f.p., brick walls k.k. head, Cyclopean Concrete Surplus p.m., concrete foundation cyclopean p.m., section, brick walls k.k. rope, Cyclopean Concrete Surplus p.m., concrete foundation cyclopean p.m., n.f.p., section, concrete foundation cyclopean p.m., n.f.p., section, Cyclopean Concrete Surplus p.m., concrete foundation cyclopean p.m., section, sections of foundations esc:, brick walls k.k. head, scale, plant foundation, room, npt:, room, parquet floor, ss.hh, kitchen, npt:, dining room, ceramic floor, hall, service yard, distribution of environments, esc:, ceramic floor, room, npt:, ceramic floor, room, dining room, hall, room, s.s.h.h., kitchen

Raw text data extracted from CAD file:

\A1;L \A1;H \A1;0.10 \A1;h \A1;.10 5 VIGA Ø3/8" Ø5/8" Ø1/2" Ø 5@.15, Resto@.20 Ø3/8", 4@.05, 5@.10, 5 N.F.P. 0.35 0.55 0.45 L 0.10 \A1;AxB (VER PLANTA) 5 SOLADO F'c=100kg/cm2 .10 \A1;0.075 \A1;0.30 \A1;0.30 CORTE ESQUEMATICO COLUMNAS \A1;Variable \A1;0.30 \A1;0.25 \A1;.25 \A1;Variable \A1;0.30 \A1;0.30 \A1;0.30 -276.6368333484996 -276.6368333484996 -276.6368333484996 -276.6368333484996 1Ø1/2" -276.6368333484996 -276.6368333484996 1Ø1/2" -276.6368333484996 -276.6368333484996 DET. VIGA Y COLUMNA ESC: 1 / 25 .10 .10 .05 .05 0,25 0.60 0.80 1.40 .10 .10 0,25 0.60 0.80 1.40 \A1;0.30 .10 .10 .10 0,25 0.60 0.80 1.40 \A1;0.30 .10 \A1;L/4 \A1;L/4 \A1;L = LUZ LIBRE \A1;L/4 \A1;T \A1;L/3 \A1;L/3 \A1;L/3 \A1;45° \A1;a \A1;r \A1;a/6 \A1;a/6 \A1;2 a/3 \A1;L = LUZ LIBRE \A1;L \A1;L/4 \A1;T \A1;.25 \A1;0.50 \A1;0.30 \A1;0.60 \A1;.10 \A1;.10 \A1;0.30 \A1;0.60 \A1;.10 \A1;.10 \A1;0.40 \A1;.15 \A1;0.60 \A1;0.60 \A1;0.40 \A1;.10 \A1;0.30 \A1;0.60 \A1;.10 \A1;.10 \A1;0.50 \A1;.25 NPT: +/- 0.00 .15 3.75 7.95 13.95 .89 3.93 1.53 1.01 1.10 3.25 3.10 .15 .68 2.03 .15 1.47 .15 1.63 .15 4.00 .15 .15 12.30 .15 3.74 .20 3.76 3.94 7.70 3.70 3.75 .13 .15 3.96 3.90 5.83 3.96 3.90 4.18 .15 .15 3.76 3.94 3.70 3.75 3.96 3.90 5.83 3.96 3.90 4.18 .15 13.95 3.96 3.90 4.18 .15 3.96 N.M PARA UNA MEJOR ADERENCIA PARA LA SEGUNDA JORNADA LLENAR A 1/2 DE ALTURA ,SOLO PARA UNIDADES MACIZAS. ANTES DE EMPESAR LA SEGUNDA JORNADA LIMPIAR Y HUMEDECER (VERIFICAR % DE ABSORCION DE LAS UNIDADES DE LADRILLO) MORTERO: C:A: 1:4 JUNTAS =1.5 cm. COMO MAXIMO \LESPECIFICACIÓN LADRILLO MORTERO C - 3 CUADRO DE COLUMNAS 6 Ø 5/8" Ø 1/2" .25 .30 3/8", 1 @ 0.05, 3 @ 0.10, 3 @.15,Rto. @ 0.25 2 d 5/8" 2 d 5/8" C - 2 4 Ø 5/8" + 2 Ø 1/2" Ø 1/2" 3/8", 1 @ 0.05, 3 @ 0.10, 3 @.15,Rto. @ 0.25 Ø 5/8" 2 d 5/8" .25 .25 C - 1 4 Ø 5/8" Ø 1/2" 3/8", 1 @ 0.05, 3 @ 0.10, 3 @.15,Rto. @ 0.25 2 d 5/8" 2 d 5/8" Ø 5/8" .25 .25 2 d 5/8" 2 d 5/8" 2 d 1/2" 0.60 Z-2 Z-1 1.20 x 1.20 1.10 x 1.10 1.10 TIPO solado ACERO A x B H CUADRO DE ZAPATAS h 0.10 0.10 d 1/2" @.20 d 1/2" @.20 0.60 1.10 ZAPATA EXCENTRICA Relleno apisonado NPT +-0.00 Vereda Solado Falso piso Relleno apisonado Piso acabado .10 .10 .05 .05 0,25 H 0.60 0.80 1.40 Ø 1/2" @ 0.20 B A Ø 1/2" @ 0.20 Relleno apisonado NPT +-0.00 Vereda Solado Falso piso Relleno apisonado Piso acabado .10 .10 0,25 H 0.60 0.80 1.40 0.30 B A ZAPATA EXCENTRICA .10 Relleno apisonado NPT +-0.00 Vereda Solado Falso piso Relleno apisonado Piso acabado .10 .10 0,25 H 0.60 0.80 1.40 0.30 B A ZAPATA CENTRICA .10 MORTERO 1:5 C:H CAPACIDAD PORTANTE DEL TERRENO = 1.5 kg / cm2 (referencial para Calculo) 5.0 cm 7.5 cm 2.0 cm 4.0 cm COLUMNAS ZAPATA VACIADO SOBRE TERRENO NATURAL CISTERNA, TANQUE ELEVADO ZAPATA VACIADO SOBRE SOLADO CIMIENTO CORRIDO SOLADO DE ZAPATA FALSA ZAPATA SOBRECIMIENTO Fy = 4200 kg/cm2 CONCRETO CICLOPEO CONCRETO ACERO RECUBRIMIENTOS ESPECIFICACIONES TECNICAS VIGAS, LOSAS ALIGERADAS, LOSAS MACIZAS, ZAPATAS AISLADAS, ZAPATAS CORRIDAS, ESCALERA MURO DE CONTENCION y/o MUROS DE CORTE PROTEGIDO POR REVESTIMIENTO MURO DE CONTENCION y/o MUROS DE CORTE EN CONTACTO CON EL SUELO f'c = 210 kg/cm2 1 : 8 + 25% PM. 3" max. e=10 cm 1 : 10 + 30% PG. 6" max. 1 : 12 + 30% PG. 6" max. 1 : 8 + 25% PM. 3" max. 2.0 cm 2.0 cm 4.0 cm VIVIENDA = 200 kg/m2 VIGAS CHATAS SE REALIZARA CON LADRILLOS K.K DE ARCILLA DE LA ZONA ALIGERADOS, LOSAS MACIZAS, TANQUE ELEVADO VIGAS PERALTADAS ALBAÑILERIA SOBRECARGAS 1º PISO - 2º PISO - 3º Piso = 200 kg/m2 - PROCESO CONSTRUCTIVO: LOS MUROS DE ALBAÑILERIA SE CONSTRUIRAN SEGUN - SE CONTRUYEN DESPUES DE VACIAR LOS TECHOS VIGAS Y COLUMNAS LOS DETALLES INDICADOS EN LAS LAMINAS CORRESPONDIENTES AZOTEA = 150 kg/m2 ESPESOR DE JUNTAS: e = 1.5 cm (maximo) CORREDORES Y ESCALERA = 200 kg/m2 COLUMNAS 4.0 cm Zapataz Zc y cimiento corrido ( c/c ) Monoliticamente. Armaduras ........................................ - no deben soldarse. Columnas ....................................... 24 horas mìnimo. DESENCOFRADO Fondo de vigas y losa alig. ........................ 20 dias mìnimo Lateral de vigas y losas .................... 24 horas mìnimo DIAMETRO 5/8 " 1/2 " 3/4 " CUADRO DE EMPALME 0.55 0.45 L ( mts ) EN COLUMNAS 0.70 L (cm.) PARA ARMADURA 25.00 20.00 15.00 10.00 6.00 4.00 3/8 " 1/4 " DIAMETRO D (cm.) CUADRO DE DOBLES 5/8 " 10.00 8.00 1/2 " 1" 1.30 L/4 T d T 0.70 5/8" 0.40 3/8" ADICIONAL 3 d 3/8" 0.50 1/2" L/4 L/4 L = LUZ LIBRE ADICIONAL 3 d 3/8" L/4 ZONA DE TRASLAPE EN VIGAS T L/3 L/3 L/3 0.80 3/4" a 8 cm. 13 cm. 5 a d 1" 3/4" 5/8" 1.80 1.10 0.60 0.95 0.45 0.80 3/8" 1/4" LONGUITUD DE DOBLADO MINIMO 0.30 cm. MINIMO 0.30 cm. L1 L2 1/2" d 0.35 0.65 L2 L1 r r DOBLADO DE ESTRIBOS 3 cm. 2 cm. a/6 3 d 3/8" ADICIONAL VIGA EMPALME DE COLUMNAS DE VIGAS LONGUITUD DE EN EXTREMOS DESARROLLO INTERIOR DEL DOBLAR EN EL NUCLEO CONFINADO 1" 1.00 m 0.55 m 3/4" L d 0.40 m 5/8" VIGA COLUMNA a/6 VIGA LONGUITUD EMPALME 2 a/3 L = LUZ LIBRE ZONA DE CONFINAMINENTO EMPALMES FUERA DE LA PARTES TRATANDO DE HACER EMPALME EN DIFERENTES L LONGUITUD DE TRASLAPE DESARR0LLO EN EXTREMO DE VIGA DETALLES Y ESPECIFICACIONES TECNICOS .25 N.F.P. 0.50 0.30 MUROS DE LADRILLO K.K. DE CABEZA SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25 % P.M. 0.60 .10 CIMIENTO Concreto Ciclopeo 1:10 + 30 % P.M. .10 SECCION B-B` 0.30 0.60 MUROS DE LADRILLO K.K. DE SOGA .10 SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25 % P.M. CIMIENTO Concreto Ciclopeo 1:10 + 30 % P.M. N.F.P. .10 0.40 .15 SECCION C-C` CIMIENTO Concreto Ciclopeo 1:10 + 30 % P.M. 0.60 0.60 N.F.P. 0.40 .10 SECCION D-D` 0.30 0.60 .10 .10 SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25 % P.M. CIMIENTO Concreto Ciclopeo 1:10 + 30 % P.M. 0.50 SECCION A -A` SECCIONES DE CIMENTACION esc: 1/25 .25 MUROS DE LADRILLO K.K. DE CABEZA ESCALA 1/50 PLANTA CIMENTACION HABITACION 3 NPT: +/- 0.00 HABITACION 2 \W8.35873; PISO DE PARKET SS.HH COCINA NPT: +/- 0.00 NPT: +/- 0.00 SALA - COMEDOR 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C A A B C A 1 2 A 1 2 3 PISO CERAMICO .20x.20 PISO CERAMICO .15x.15 HALL PATIO DE SERVICIO DISTRIBUCION DE AMBIENTES ESC: 1/50 5 5 5 PISO CERAMICO .20x.20 5 HABITACION 1 NPT: +/- 0.00 PISO CERAMICO .20x.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 HABITACION 3 HABITACION 2 SALA - COMEDOR 5 5 5 5 5 5 5 A B C A A B C A 1 2 A 1 2 3 HALL 5 5 5 C C C C C C C C C C A A A A A A A A A A A A A A C C A A A A A A D D Z-02 Z-02 Z-01 Z-01 Z-01 Z-01 Z-01 Z-01 Z-01 Z-01 Z-01 Z-01 C-3 C-3 C-2 C-2 C-2 C-2 C-1 C-1 C-1 C-1 C-1 C-1 5 5 5 5 5 5 5 HABITACION 1 S.S.H.H. COCINA D D D D D D D D A A C C D D C C C C

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio, Garden / Park
Tags	autocad, base, blueprints, details, DWG, footings, FOUNDATION, foundation details, foundations, fundament, house, plane, plants, section, sections, views