Apartment Building – Project DWG Full Project for AutoCAD

Apartment Building – Project – Three Floors – plants – Sections – Elevations

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

variable, registration with blind cover, plant, registration with blind cover, reinforced concrete cover, casting on site or grid type irving, register with blind cover or grid cover, register with grid cover, register with grid cover, register, aa cut, frame and counter frame, cut cc, bb cut, access., in both directions, detail of insulated footings, isolated footings, foundation plant, roof plant, ran, to the municipal collector, rap, towards the street, shower, toilet, washbasin, washing machine, laundry, door, access, building enclosures, dala detail, detail of dala de carga, rib of load, with adjoining, without adjoining, detail of castles, detail of ribbed slab, detail of flagstone concrete for cube of stairs, detail of logs, bedroom, bathroom, light cube, kitchen, stairs, living room, dining room, laundry area, patio, balcony, one meter high from the first mezzanine, one meter high starting of the second mezzanine

Raw text data extracted from CAD file:

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APLANADO PULIDO DE CEM-ARENA \A1; MURO DE CONCRETO ARMADO TUBO DE CONCRETO DE 4″ TAPA DE CONCRETO ARMADO, COLADO EN OBRA O REJILLA TIPO IRVING MARCO Y CONTRAMARCO \A1; APLANADO PULIDO DE CEM-ARENA TUBO DE CONCRETO DE 4″ \A1; MURO DE CONCRETO ARMADO CORTE B-B VARIABLE \A1; TAPA DE CONCRETO MARCO Y CONTRAMARCO c c´ registro con tapa de rejilla planta TUBO DE CONCRETO DE 4″ 0.10 CORTE C-C REGISTRO CON TAPA DE REJILLA \A1; APLANADO PULIDO DE CEM-ARENA \A1; MURO DE CONCRETO ARMADO VARIABLE \A1; TAPA DE REGILLA TIPO IRVING O SIMILAR MARCO Y CONTRAMARCO \A1;0.2500 \A1;1.1000 1RA. PLANTA 2DA. PLANTA 3RA. PLANTA PLANTA DE CIMENTACION PLANTA DE AZOTEA RESPIRADERO DE 2″ B.A.N. DE 4″ RESPIRADERO DE 2″ B.A.N. DE 4″ RESPIRADERO DE 2″ R.A.N. R.A.N. AL COLECTOR MUNICIPAL R.A.N. RESPIRADERO DE 2″ RESPIRADERO DE 2″ RESPIRADERO DE 2″ R.A.P. R.A.P. HACIA LA CALLE B.A.P. DE 4″ B.A.P. DE 4″ B.A.P. DE 4″ B.A.P. DE 4″ B.A.P. DE 4″ B.A.P. DE 4″ B.A.P. DE 4″ B.A.P. DE 4″ B.A.P. DE 4″ B.A.P. DE 4″ B.A.P. DE 4″ B.A.P. DE 4″ N. + 0.00 N. + 0.20 N. + 0.35 N. + 0.50 N. + 0.65 N. + 0.55 N. + 0.65 N. + 0.65 N. + 0.45 N. + 0.55 N. + 0.65 N. + 0.65 N. + 0.65 N. + 0.65 N. + 3.38 N. + 3.38 N. + 3.38 N. + 3.38 N. + 3.38 N. + 3.38 N. + 3.38 N. + 3.38 N. + 3.38 N. + 3.38 N. + 3.38 N. + 6.30 N. + 6.30 N. + 6.30 N. + 6.26 N. + 6.30 N. + 6.30 N. + 6.26 N. + 6.26 N. + 6.26 N. + 6.26 N. + 9.14 N. + 9.14 N. + 6.26 S S B N. + 1.58 N. + 2.12 N. + 4.46 N. + 5.00 N. + 4.46 N. + 5.00 B.A.N. DE 4″ RESPIRADERO DE 2″ R.A.N. AL COLECTOR MUNICIPAL R.A.N. R.A.P. R.A.P. HACIA LA CALLE B.A.P. DE 4″ B.A.P. DE 4″ B.A.P. DE 4″ ZAPATA AISLADA DE 1.00 x 1.00 mt. CASTILLO DE 15 x 20 cm DESPLANTE DE 15 x 20 cm REGADERA W.C. LAVAMANOS LAVADORA LAVADERO TARJA N. + 0.15 N. + 0.00 N. + 0.12 N. + 0.09 N. – 0.15 N. + 0.05 N. – 0.30 R.A.N. N. + 0.65 B.A.N. DE 4″ N. + 0.20 ACCESO CORTE SANITARIO A – A´ A´ A A A A 5 5 5 A C F 5 5 5 5 5 5 5 5 5 2 3 4 5 6 7 8 11 5 11´ 5 5 5 8´ 6´ 3´ 2´ 5 5 5 5 5 A´ F´ B D 5 5 5 5 5 11´ 5 5 5 5 8´ 6´ 3´ 2´ 5 5 5 5 5 5 5 5 2 3 4 5 6 7 8 11 5 5 5 5 5 5 5 A C F 5 A´ F´ B D 5 5 5 5 5 11´ 5 5 5 5 8´ 6´ 3´ 2´ 5 5 5 5 5 5 5 5 2 3 4 5 6 7 8 11 5 5 1 1´ 5 5 5 5 5 5 5 A C F 5 A´ F´ B D 5 5 5 5 5 5 5 5 5 A C F 5 5 5 5 5 5 2 3 5 6 7 11 5 1 5 11´ 5 5 5 9 6´ 3´ 2´ 5 1´ 5 5 5 5 5 E 5 A´ F´ B D 5 5 5 5 5 11´ 5 5 5 12 5 1´ 5 5 5 5 5 5 5 A C F H 5 5 5 5 5 5 2 3 5 6 11 5 1 5 A´ F´ I G 5 5 5 5 5 B.A.N. DE 4″ B.A.P. DE 4″ N. + 0.00 R.A.N. R.A.N. N. – 0.15 R.A.N. N. – 0.30 AL COLECTOR MUNICIPAL N. + 0.15 R.A.P. R.A.P. N. + 0.12 R.A.P. N. + 0.09 R.A.P. N. + 0.09 B.A.P. DE 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 6″ 6″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 2″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 4″ 6″ 2″ 2″ 2″ 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. + 0.00 N. + 0.20 N. + 0.35 N. + 0.50 N. + 0.55 N. + 0.65 N. + 0.65 N. + 0.65 N. + 1.58 N. + 3.38 N. + 3.38 N. + 3.38 N. + 3.38 N. + 4.46 N. + 6.26 N. + 6.26 N. + 6.26 N. + 6.26 N. + 9.14 N. + 9.14 L 1/4 L 1/4 L 1/2 1/2 VARIABLE “L” L 1/2 CASTILLO DE CONCRETO ARMADO F’C= 200 KG/Cm2 Y ESTRIBOS DE 1/4″ @ 20 Cm EN LOS MEDIOS CENTRALES DE 15 x 20 Cm ARMADA CON 4VARILLAS d 3/8″ #3 Y @ 15 Cm EN LOS CUARTOS LATERALES L/2 L/4 LOSA DE CONCRETO ARMADO F’C= 200 KG/Cm2 ARMADA CON VARILLAS d 3/8″ #3@ 20 Y 25 Cm L L/4 CERRAMIENTOS EN EDIFICIO TRABE DE CONCRETO ARMADO F’C= 200 KG/Cm2 L/2 DETALLE DE DALAS DE Y ESTRIBOS @ 20 EN LOS MEDIOS CENTYRALES L L/4 Y @ 15 Cm EN LOS CUARTOS LATERALES ARMADA CON 4VARILLAS d 3/8″ #3 0.20 0.15 L/4 Y ESTRIBOS DE d 1/4″ @ 20 EN LOS MEDIOS CENTRALES DETALLE DE DALA DE DESPLANTE Y @ 15 Cm EN LOS CUARTOS LATERALES 1/2 L 1/2 ARMADA CON 4VARILLAS d 3/8″ #3 DALA Ó TRABE DE CONCRETO ARMADO F’C= 200 KG/Cm2 VARIABLE “L” L 1/4 L 1/4 L 1/2 0.20 0.15 CONCRETO F’C= 200 KG/CM2 Y CAPA DE COMPRESIÓN DE 0.08 MTS. DE ESPESOR ARMADA CON Y CASTETÓN PARA ALIGERAR DE FRIGOLIT DE 0.50 X 0.50 X 0.15 MTS. ARMADAS CON 3 VARS. d DE 3/8″ Y ESTRIVOS DE 1/4″ ALAMBRÓNd Y NERVADURAS DE TEMPERATURA A CADA 0.50 MTS CONCRETO F’C= 200 KG/CM2 ARMADAS CON 3 VARS. d DE 3/8″ Y ESTRIVOS DE 1/4″ ALAMBRÓNd LOSA NERVADA CON NERVADURAS DE CARGA A CADA .50 MTS. CON MALLA ELECTROSOLDADA 6X6 10X10 Y CONCRETO F’C = 200 KG/CM2 CASETON 50 X 50 CMS MALLALAC 6X6X10X10 NERVADURA DE CARGA F’C= 180 Kg/Cm2 ARMADA 4 d 3/8″ Y ESTRIBOS d 1/4″ @ 20 Cm EN AMBOS SENTIDOS DE CONSRETO F’C= 200 Kg/Cm2 Y DADOS DE 0.20 x 0.20 Mt d 1/2″ @ 15 Cm DE SEPARACIÓN CON COLINDANCIA 0.10 Mts 0.15 Mts 1.00 Mts 1.00 ZAPATAS AISLADAS EN AMBOS SENTIDOS 4 d 3/8″ Y ESTRIBOS d 1/4″ @ 20 Cm DE CONCRETO F’C= 200 Kg/Cm2 Y DADOS DE 0.20 x 0.20 Mt d 1/2″ @ 15 Cm DE SEPARACIÓN DE 1.00 X 1.00 DE CONCRETO F’C= 180 Kg/Cm2 ARMADA SIN COLINDANCIA DE 1.00 X 1.00 DE CONCRETO ZAPATAS AISLADAS 0.10 Mts 1.00 Mts 1.00 1.00 Mts 1.00 Mts 1.00 Mts 1.00 Mts 0.20 Mts DETALLE DE ZAPATAS AISLADAS 0.20 Mts F’C= 180 Kg/Cm2 ARMADA 4 d 3/8″ Y ESTRIBOS d 1/4″ @ 20 Cm EN AMBOS SENTIDOS DE CONSRETO F’C= 200 Kg/Cm2 Y DADOS DE 0.20 x 0.20 Mt d 1/2″ @ 15 Cm DE SEPARACIÓN DE 1.00 X 1.00 DE CONCRETO ZAPATAS AISLADAS DETALLE DE CASTILLOS DETALLE DE LOSA NERVADA DETALLE DE LOSA DE CONCRETO PARA CUBO DE ESCALERAS DETALLE DE REGISTROS A´ A´ A´ RECAMARA RECAMARA RECAMARA RECAMARA RECAMARA RECAMARA RECAMARA RECAMARA RECAMARA RECAMARA BAÑO BAÑO BAÑO BAÑO BAÑO BAÑO CUBO DE LUZ CUBO DE LUZ CUBO DE LUZ CUBO DE LUZ CUBO DE LUZ COCINA COCINA COCINA COCINA ESCALERAS ESCALERAS ESCALERAS ESCALERAS SALA SALA SALA COMEDOR COMEDOR COMEDOR AREA DE LAVADO AREA DE LAVADO AREA DE LAVADO PATIO PATIO PATIO BALCON BALCON BALCON UN METRO DE ALTURA A PARTIR DEL PRIMER ENTREPISO UN METRO DE ALTURA A PARTIR DEL SEGUNDO ENTREPISO 5 5