Two Family House DWG Full Project for AutoCAD

Two Family House DWG Full Project for AutoCAD

The project is limited to a two-family house on a small plot of 6 meters wide, consisting of two families who reside in the area. Taking advantage of the slope, we have designed a purely cellar to deposit, as families are trading. On the first floor is distributed the first family with a tent and a car port. The social area is made up of a small dining room, a kitchen and service their respective Patio, taking a well of light coming from the top. Towards the bottom, is located the intimate zone, consisting of two bedrooms and a bathroom. No Longer a light well for lighting and ventilation of the respective bedrooms. At the second level, is distributed the 2nd house, completely independent of the one located on the lower level, by the provision of a ladder that comes from the first level, consists of the master bedroom and the dining room in the front, with its own bathroom, in the central part distributes the service area; kitchen courtyard and staircase that leads to the roof area. In the background, are located two bedrooms with their respective toilet.

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

made by coconut, foundation, typical, typical, foundation, closet, car port, n.p.t, first floor level, store, yard, kitchen, dinning room, plant, hall, s.h., n.p.t, first floor level, s.h., yard, bedroom, c.p, closet, bedroom, dining room, kitchen, bedroom, closet, c.p, empty, living room, hall, plated wall, laja arequipeña, Metal door, roll-up, front elevation, cut, bedroom, car port, n.p.t, dining room, n.p.t, bedroom, yard, n.p.t, Deposit, n.p.t, light well, bedroom, n.p.t, rooftop, n.p.t, rooftop, n.p.t, n.p.t, n.p.t, store, n.p.t, kitchen, n.p.t, yard, n.p.t, bedroom, n.p.t, rooftop, n.p.t, rooftop, n.p.t, living room, n.p.t, dinning room, n.p.t, kitchen, n.p.t, Deposit, n.p.t, Deposit, n.p.t, yard, n.p.t, dining room, yard, n.p.t, rooftop, n.p.t, rooftop, n.p.t, dinning room, n.p.t, s.h., n.p.t, garage, n.p.t, store, n.p.t, metallic structure, cathedral glass, metallic structure, cathedral glass, metallic structure, cathedral glass, metal railing, bar, n.p.t, Deposit, n.p.t, light well, ceramic floor, laminate wood floor, ceramic floor, Floor Polished Cement, ceramic floor, laminate wood floor, natural terrain, cathedral glass screen, glass block, colorless glass partition, Metal door, railing, Deposit, Floor Polished Cement, Deposit, lightened plant, n.p.t, basement, n.p.t, Deposit, n.p.t, ambient, n.p.t, ambient, n.p.t, light well, kind, beam, edge joist, steel temperature, lightened typical, kind, rest, spacing at each end, stirrup box, rest, esc:, detail of girder beam, detail armor encounters, bent horiz., see details, Solera beam detail, esc:, type of stirrup in, bent horiz., see details, type of stirrup in, bent horiz., detail running foundations, n.p.t., columns, variable, double hor., Shoe assembly detail, flooring for shoe, double hor., additional stirrups, n.p.t., compacted fill, both senses, n.p.t., note: on load-bearing walls place the excavation sub-foundation, it will be until you get solid, stony ground with, presence of gravel in such a way as to guarantee the, stability of the foundation., concrete, stone, concrete, stone, dig until you find land, f’c cement, Surpluses, growths, foundations, firm, general specifications, f’c, free coatings, masonry, ground, steel, concrete, foundations, earthenware flat beams, columns, concrete, column splices, stirrups, beams, splices, superior reinforcement, in a length of one, no splices of, at maximum, for columns overlap, side of the column., of beam light every, spacing at each end, rest, kind, stirrup box, sobrecimiento, foundation, sub foundation, only for load-bearing walls, n.p.t., columns, variable, sobrecimiento, foundation, sub foundation, only for load-bearing walls, n.p.t., stair detail, mesh øs, current level, compaction, filling, typical, section, beam, typical, section, n.p.t, section, concrete wall, existing, concrete wall, existing, det. column, kind, det. column, kind, det. column, kind, det. column, kind, det. column, kind, det. column, kind, det. column, kind, n.p.t, lightened basement, beam, kind, kind, beam, det. column, kind, vertical splice, the percentages increase the length of, in case of not splicing in the areas indicated with, for, splice equal

Raw text data extracted from CAD file:

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\A1;3.575 \A1;4.00 \A1;3.250 \A1;2.550 \A1;4.550 \A1;3.575 \A1;4.00 \A1;3.15 \A1;2.70 \A1;0.30 \A1;.20 \A1;.25 \A1;.20 \A1;.25 CLOSET CAR PORT N.P.T =+ 0.00 PRIMERA PLANTA ( a nivel de calle) TIENDA PATIO COCINA COMEDOR 2da, y 3ra PLANTA HALL S.H. N.P.T =-0.20 PRIMERA PLANTA ( a nivel de calle) S.H. PATIO DORMITORIO DORMITORIO 5 1 2 3 4 5 6 7 C.P = 0.18m. P= 0.25 m. CLOSET CLOSET DORMITORIO DORMITORIO A B C D E F A B C D E F 1 1 2 2 3 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SALA - COMEDOR COCINA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DORMITORIO 5 5 5 5 5 5 5 5 5 5 CLOSET CLOSET CLOSET A B C D E F A B C D E 1 1 2 2 3 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F 15 14 13 12 11 10 9 8 7 6 5 2 3 4 16 17 19 18 20 21 22 C.P = 0.175m. P= 0.25 m. 5 5 5 5 5 5 5 5 5 5 vacio 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SALA HALL 5 A A B B C C D D A A B B C C D D Pared enchapada laja arequipeña Puerta metalica enrollable ELEVACION FRONTAL 5 5 5 5 5 5 5 5 CORTE D - D CORTE C - C CORTE B - B CORTE A - A DORMITORIO CAR PORT N.P.T = +0.00 SALA COMEDOR N.P.T = +0.00 N.P.T = +0.00 DORMITORIO PATIO N.P.T = -2.40 DEPOSITO N.P.T = -2.40 N.P.T = -2.40 POZO LUZ DORMITORIO N.P.T = +2.70 AZOTEA N.P.T = +5.225 AZOTEA N.P.T = +5.225 5 5 N.P.T = +2.70 N.P.T = +2.70 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.P.T = +0.00 TIENDA N.P.T = +0.00 COCINA N.P.T = +0.00 PATIO N.P.T = +0.00 DORMITORIO DORMITORIO N.P.T = +2.70 AZOTEA N.P.T = +5.225 AZOTEA N.P.T = +5.225 SALA N.P.T = +2.70 COMEDOR N.P.T = +2.70 COCINA N.P.T = +2.70 N.P.T = -2.40 DEPOSITO N.P.T = -2.40 DEPOSITO N.P.T = +0.00 PATIO N.P.T = +0.00 SALA COMEDOR PATIO N.P.T = +2.70 AZOTEA N.P.T = +5.225 AZOTEA N.P.T = +5.225 COMEDOR N.P.T = +2.70 S.H. N.P.T = +2.70 GARAGE N.P.T = +0.00 TIENDA N.P.T = +0.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Estructura metalica y vidrio catedral Estructura metalica y vidrio catedral Estructura metalica y vidrio catedral Baranda metalica BARRA BARRA N.P.T =+ 0.00 N.P.T =+ 0.00 N.P.T =+ 0.00 N.P.T =+ 0.00 N.P.T =+ 0.00 N.P.T =+ 0.00 N.P.T =+2.70 N.P.T =+2.70 N.P.T =+2.70 N.P.T =+2.70 N.P.T =+2.70 N.P.T =+2.70 N.P.T =+2.70 N.P.T =+2.70 N.P.T =+2.70 N.P.T =-2.40 DEPOSITO N.P.T =-2.40 N.P.T =-2.40 N.P.T =-2.40 POZO LUZ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F A B C D E F 1 1 2 2 3 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 14 13 12 11 10 9 8 7 Piso ceramico 40 x40 Piso laminado de madera Piso laminado de madera Piso ceramico 40 x40 Piso ceramico 40 x40 Piso ceramico 40 x40 Piso ceramico 40 x40 Piso cemento pulido Piso ceramico 40 x40 Piso ceramico 40 x40 Piso ceramico 40 x40 Piso ceramico 40 x40 Piso laminado de madera Piso laminado de madera Piso laminado de madera A A B B C C D D TERRENO NATURAL 1.80 x 1.50 X 0.90 1.90 x 1.50 X 0.90 .45x1.50X0.90 1.65 x 1.50 X 0.90 1.65 x 1.50 X 0.90 2.85 x 1.50 X 0.90 1.15 x 0.6 X 1.80 1.90 x 1.50 X 0.90 1.85 x 1.50 X 0.90 1.00 x 0.60 X 1.80 MAMPARA vidrio catedral 1.10 x 0.60 X 1.80 1.60 x 1.50 X 1.00 Block de vidrio MAMPARA vidrio incoloro 1.65 x 1.50 X 0.90 .60 x1.30 X1.10 0.90 X 2.40 0.90 X 2.40 0.75 X 2.40 0.90 X 2.40 0.90 X 2.40 5 5 5 5 5 Puerta metalica baranda h= 0.90 0.95 X 2.40 0.75 X 2.40 0.90 X 2.40 0.90 X 2.40 1.90 x 1.50 X 0.90 1.85 x 1.50 X 0.90 0.95 X 2.40 0.90 X 2.40 0.75 X 2.40 0.90 X 2.40 DEPOSITO DEPOSITO Piso cemento pulido Piso cemento pulido DEPOSITO ALIGERADO 2da, y 3ra PLANTA N.P.T =-0.20 SOTANO A B C D E F A B C D E F 1 1 2 2 3 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.P.T =-2.40 DEPOSITO N.P.T =-2.40 AMBIENTE N.P.T =-2.40 AMBIENTE N.P.T =-2.40 POZO LUZ A B C D E F A B C D E F 1 1 2 2 3 3 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 2 Ø 5/8" Tipo 1 VIGA V-101 1 Ø 5/8" 5 2 Ø 3/8" VIGUETA DE BORDE Acero de Temperatura Ø=1/4" @ 0.25 ALIGERADO TIPICO .10 .30 .10 .05 .20 .15 .30 .10 .10 Ø 1/4" @ .20 TIPO 1 @ 0.05 - 2 @ 0.10 - RESTO @ 0.25 ESPACIAMIENTO EN CADA EXTREMO CUADRO DE ESTRIBOS 1 @ 0.05 - 5 @ 0.10 - 2 @ 0.15 - RESTO @ 0.20 1 @ 0.05 - 4 @ 0.10 - 1 @ 0.15 - RESTO @ 0.25 Ø 1/4" 1 1/4" 1/4" 2 3 ESC: 1/20 DETALLE DE VIGA DE ARRIOSTRE L Y DETALLE ENCUENTROS ARMADURA DOBLADO HORIZ. 1/2" 3/8" 0.30 0.40 X L 0.50 5/8" Ø L L VER DETALLES X o Y DETALLE DE VIGA SOLERA ESC: 1/20 Øs (VER SECCION) (VER TIPO DE ESTRIBO EN SECCION) DOBLADO HORIZ. VER DETALLES X o Y Øs (VER SECCION) (VER TIPO DE ESTRIBO EN SECCION) DOBLADO HORIZ. L DETALLE CIMIENTOS CORRIDOS CC-2 0.50 N.P.T. 5 Ø Columnas .10 Variable 5 Dobla hor. .30 0.90 5 0.25 5 DETALLE DE ARMADO DE ZAPATA 1 1.00 .80 40 0.05 Solado para Zapata Dobla hor. .30 Estribos adicionales @ .20 Ø 1/2" @ 0.25 N.P.T. Relleno Compactado Relleno Compactado Ambos sentidos N.P.T. NOTA: En muros portantes colocar sub cimiento la excavacion sera hasta llegar a terreno solido y pedregroso con presencia de gravas de tal manera que garantice la estabilidad de la cimentacion. hormigon 1:12+40% de piedra grande(6" max.) hormigon 1:10+30% de piedra grande(8"max.) Excavar hasta encontrar terreno f'c =80Kg/cm2 Cemento f'c =100Kg/cm2 Cemento f'c =140Kg/cm2 Cemento SOBRECIMIENTOS SUBCIMIENTOS CIMIENTOS Firme ESPECIFICACIONES GENERALES fm=40Kg/cm2 t=1.25Kg/cm2 f'c =4200Kg/cm2 f'c =210 Kg/cm2 RECUBRIMIENTOS LIBRES ALBAÑILERIA TERRENO ACERO CONCRETO Cimientos Loza y Vigas Chatas Columnas e=7.50 cm e=2.50 cm e=2.50 cm y hormigon 0.30 0.50 0.40 0.60 0.90 L (CM) EMPALMES EN COLUMNA Ø 3/8" 1/2" 3/4" 5/8" 1" L ESTRIBOS Ø 1/4" Ø 3/8" .15 .10 L1 VIGAS 50 90 60 60 120 75 1" 5/8" 3/4" COLUMNAS-max 25% EMPALMES refuerzo superior (negativo) en una longitud de un 1/4 - No se permitira empalmes de en CL maximo 50%. - Para columnas traslapar lado de la columna. de la luz de la viga a cada cm - L1 cm 30 L2 Ø 30 40 40 50 1/2" 3/8" 1/4" L2 ESPACIAMIENTO EN CADA EXTREMO 1 @ 0.05 - 5 @ 0.10 - 2 @ 0.15 - RESTO @ 0.20 1 @ 0.05 - 4 @ 0.10 - 1 @ 0.15 - RESTO @ 0.25 Ø 3/8" TIPO 1 1/4" 2 CUADRO DE ESTRIBOS Sobrecimiento Cimiento Sub cimiento solo para muros portantes CC-1 N.P.T. 5 Ø Columnas .10 Variable 5 0.90 5 0.60 Sobrecimiento Cimiento Sub cimiento solo para muros portantes CC-3 N.P.T. 5 .10 5 0.90 5 0.60 DETALLE ESCALERA MALLA Øs 3/8" @ 0.30 Nivel ACTUAL 5 COMPACTACION RELLENO VB 6 Ø 3/8" 0.30 tipico TRAMO 3 Øs 3/8" @ 0.25 4 Ø 3/8" 4 Ø 3/8" 0.20 6 Ø 3/8" Øs 3/8" @ 0.30 VIGA 6 Ø 3/8" 0.30 tipico TRAMO 2 6 Ø 3/8" 4 Ø 3/8" 5 Øs 3/8" @ 0.25 e=0.15 4 Ø 3/8" 4 Ø 3/8" Øs 3/8" @ 0.30 0.15 6 Ø 3/8" Øs 3/8" @ 0.30 0.90 0.40 5 e =0.15 4 Ø 3/8" 5 5 4 Ø 3/8" N.P.T 6 Ø 3/8" TRAMO 1 Øs 3/8" @ 0.25 5 5 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-2 CC-2 CC-2 MURO DE CONCRETO EXISTENTE MURO DE CONCRETO EXISTENTE Z-1 Z-2 Z-3 Z-4 Z-4 Z-5 Z-5 Z-5 Z-5 Z-1 Z-3 Z-3 Z-3 5 5 C-1 C-1 C-2 C-2 C-3 C-3 P-1 P-1 5 5 5 5 DET. COLUMNA C-1 4 Ø 5/8" Tipo 1 2 Ø 1/2" 4 Ø 5/8" 2 Ø 5/8" 2 Ø 1/2" 5 DET. COLUMNA C-2 Tipo 1 5 5 2 Ø 5/8" 2 Ø 1/2" 5 5 2 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 5 2 Ø 5/8" 2 Ø 5/8" 5 DET. COLUMNA C-3 Tipo 1 2 Ø 5/8" 2 Ø 5/8" 6 Ø 1/2" 2 Ø 5/8" 6 Ø 1/2" C-4 5 DET. COLUMNA C-4 Tipo 1 3 Ø 5/8" 3 Ø 5/8" 6 Ø 1/2" 3 Ø 5/8" 6 Ø 1/2" 5 C-4 P-1 C-6 C-5 C-5 10 Ø 5/8" 5 5 DET. COLUMNA C-6 Tipo 1 5 5 DET. COLUMNA C-5 Tipo 1 2 Ø 5/8" 2 Ø 5/8" 2 Ø 1/2" 2 Ø 1/2" C-7 DET. COLUMNA C-7 Tipo 1 5 5 5 5 4 Ø 5/8" 2 Ø 1/2" 3 Ø 5/8" 1 Ø 5/8" 1 Ø 5/8" 1 Ø 1/2" N.P.T =-0.20 ALIGERADO SOTANO A B C D E F A B C D E F 1 1 2 2 3 3 5 5 5 5 5 5 5 5 5 5 5 5 V-101 V-101 V-101 V-101 5 2 Ø 5/8" 1 Ø 1/2" .20 VIGA V-S Tipo 2 .25 4 Ø 1/2" V-S V-S V-S V-S V-S V-S V-S V-S V-B V-B .20 Tipo 2 .25 VIGA V-A 5 Ø 1/2" V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A 5 1 Ø 1/2" 1 Ø 3/8" 1 Ø 1/2" 5 5 5 1 Ø 1/2" 1 Ø 3/8" 5 1 Ø 1/2" 1 Ø 3/8" 5 5 5 1 Ø 1/2" 1 Ø 3/8" 5 1 Ø 1/2" 1 Ø 3/8" 5 5 5 1 Ø 1/2" 1 Ø 3/8" 5 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 3/8" V-101 V-101 V-101 V-101 V-S V-S V-S V-S V-S V-S V-S V-S V-B V-A V-A V-A V-A V-A V-A V-A V-A 5 1 Ø 1/2" 1 Ø 3/8" 1 Ø 1/2" 5 5 5 1 Ø 1/2" 1 Ø 3/8" 5 1 Ø 1/2" 1 Ø 3/8" 5 5 5 1 Ø 1/2" 1 Ø 3/8" 5 1 Ø 1/2" 5 5 5 1 Ø 1/2" 1 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 1/2" 1 Ø 3/8" 5 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 3/8" 5 1 Ø 1/2" 5 5 5 1 Ø 1/2" 1 Ø 3/8" 1 Ø 1/2" 1 Ø 3/8" CC-2 CC-2 CC-2 CC-2 CC-3 CC-3 CC-3 CC-3 5 5 4 Ø 3/8" DET. COLUMNA C-8 Tipo 2 C-8 C-8 C-8 V-A V-A V-A V-A V-S V-S V-101 EMPALME VERTICAL 1/2" 3/8" 0.40 0.40 3/4" 5/8" 0.60 0.50 \A1;X X d \A1;H LOS PORCENTAJES ESPECIFICADOS, AUMENTAR LA LONGITUD DE 2.- EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS O CON PARA 1/2" O 5/8" EMPALME IGUAL A 25 CM. PARA FIERRO DE 3/8" Y 35 CM. EMPALMARA SOBRE LOS APOYOS SIENDO LA LONGITUD DE 3.- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO INFERIOR SE EMPALME EN UN 70 % . 1.- NO EMPALMAR MAS DEL 50% DEL AREA DE UNA MISMA SECCION NOTAS 1/2" 0.60 CUANDO SON VARILLAS DE DIFERENTE d SE TOMARA TRASLAPES Y EMPALMES PARA VIGAS, LOSA Y 5/8" 0.70 EL VALOR MAXIMO \A1;Y ALIGERADOS EMPALME HORIZONTAL 3/8" 1/4" 0.40 0.30 Y d 4Ø3/8" \A1;0.40 B Ø1/4"@.20 B 15x25 y ABAJO. SECC.B-B 4Ø3/8" \A1;0.25 \A1;0.25 DEJAR ANCLADOS 4Ø3/8" ARRIBA DESPUES DE TECHO 4Ø3/8" ø1/4"@.20 4Ø3/8" \A1;0.15 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.25 TENSOR T-1 VACIAR COLUMNAS DESENCOFRAR

Language	Spanish
Drawing Type	Full Project
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Masonry, Steel, Wood
Measurement Units
Footprint Area
Building Features	Garage, Deck / Patio
Tags	apartment, autocad, building, condo, consisting, DWG, eigenverantwortung, Family, full, group home, grup, house, limited, mehrfamilien, meters, multi, multifamily housing, ownership, partnerschaft, partnership, plot, Project, small, wide