Duplex DWG Full Project for AutoCAD

The file includes: architectural plan PB and PA; views; cuts; structural details; Facilities: cold and hot water; electricity; cloacal and spreadsheets lighting / ventilation; caratula necessary and required data for presentation at the municipal institution where the project will take place.

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

calculation :, total to build, free, land, execution :, locality: …., project :, apple, —-, surfaces, to build cover pb, to build semi-covered pb, existing, lot, plot, address:, location, owner:, new multifamily housing, work :, ……, to build covered pa, to build semi covered pa, av. bolivar, alberdi street, güemes street, brazil street, municipality of san ignacio, mnes, apple center, front view, cut aa, saved, silhouette, balance of surfaces, cover, total, surface, lighting ventilation, local number area, np , observations, living room, bathroom, ventilation duct, —, and ventilation, lighting sheet, plant structural foundations, slab projection, garage open, living, dining room, kitchen, laundry, clothesline, sliding door, bathroom, patio , projection of eaves, balcony, reserve tanks, ground floor, upper floor, roof plant, court bb, sidewalk, rear view, water installation, ground floor, upper floor, roof plant, sewer system, electrical installation, pl ba, ppa, bi, p. a., c. s., washing machine, be., du., v.l., ll.p., sac, rush polyethylene pipe, tg., a.a, lit from the entry in p.b., san ignacio, mnes.

Raw text data extracted from CAD file:

B B A A \A1;77.00 \A1;100.00 \A1;11.00 \A1;20.00 \A1;77.00 \A1;23.00 \A1;70.00 \A1;10.00 \A1;20.00 \A1;23.00 \A1;100.00 \A1;100.00 \A1;70.00 \A1;100.00 \A1;40.00 \A1;20.00 \A1;40.00 \A1;45.00 \A1;119.72 \A1;0.95 \A1;1.15 \A1;0.76 \A1;1.15 \A1;1.15 \A1;1.04 \A1;0.10 \A1;1.14 \A1;2.05 \A1;0.41 \A1;2.11 \A1;3.66 \A1;2.16 \A1;2.40 \A1;1.50 \A1;10.10 \A1;1.10 \A1;10.00 \A1;6.48 \A1;2.01 \A1;5.98 \A1;2.01 \A1;0.40 \A1;2.01 \A1;5.98 \A1;2.01 \A1;10.10 \A1;9.70 \A1;0.60 \A1;9.70 \A1;1.10 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.80 \A1;1.20 \A1;0.80 \A1;1.20 \A1;0.80 \A1;1.20 \A1;0.80 \A1;1.20 \A1;0.80 \A1;1.20 \A1;0.80 \A1;1.20 \A1;0.80 \A1;1.20 \A1;0.80 \A1;1.20 \A1;0.60 \A1;0.90 \A1;0.60 \A1;0.90 \A1;0.60 \A1;2.20 \A1;0.90 \A1;0.90 \A1;2.90 \A1;0.20 \A1;1.50 \A1;6.20 \A1;0.51 \A1;0.85 \A1;1.77 \A1;1.10 \A1;2.00 \A1;0.51 \A1;1.95 \A1;5.00 \A1;5.00 \A1;10.00 \A1;1.22 \A1;0.68 \A1;2.85 \A1;7.70 \A1;23.00 \A1;9.30 \A1;1.50 \A1;4.00 \A1;4.69 \A1;4.69 \A1;3.13 \A1;1.55 \A1;0.75 \A1;1.95 \A1;1.69 \A1;2.00 \A1;0.89 \A1;1.05 \A1;1.38 \A1;2.70 \A1;0.80 \A1;1.35 \A1;0.75 \A1;0.80 \A1;2.75 \A1;1.50 \A1;0.80 \A1;1.19 \A1;2.70 \A1;1.09 \A1;2.60 \A1;1.40 \A1;0.99 \A1;0.60 \A1;4.09 \A1;0.60 \A1;4.09 \A1;10.00 \A1;9.70 \A1;0.40 \A1;2.01 \A1;1.35 \A1;1.50 \A1;0.60 \A1;0.40 \A1;2.00 \A1;0.80 \A1;0.98 \A1;0.35 \A1;2.05 \A1;0.35 \A1;2.05 \A1;2.40 \A1;2.46 \A1;0.90 \A1;2.81 \A1;2.51 \A1;2.47 \A1;2.51 \A1;2.81 \A1;0.42 \A1;1.15 \A1;0.95 \A1;1.10 \A1;0.42 \A1;1.50 \A1;1.50 \A1;2.86 \A1;1.15 \A1;1.50 \A1;\U+22050.80 \A1;\U+22050.80 \A1;135.76 \A1;32.00 \A1;77.00 \A1;23.00 \A1;70.00 \A1;10.00 \A1;20.00 \A1;100.00 \A1;100.00 Calculo: 119,132 230,00 211,27 Total a construir Libre Terreno Ejecucion: localidad:…. Proyecto: M2 Manzana 98,608 —- 1,794 Superficies A Construir Cubierta P.B. A Construir Semi Cubierta P.B Existente Lote 10 Parcela 75 Direccion: \fArial Black|b0|i0|c0|p34;E \fArial Black|b0|i0|c0|p34;N Direccion: CALLE GÜEMES Nº 1571 UBICACION Propietario: VIVIENDA MULTIFAMILIAR NUEVA Obra: …… Propietario: 98,608 A Construir Cubierta P.A. A Construir Semi Cubierta P.A 12,26 Av. Bolivar Calle Alberdi Calle Güemes Calle Brasil 70.00 10.00 20.00 77.00 23.00 100.00 100.00 004E \T0.9;Calle Alberdi \T0.9;Calle Brasil \T0.9;Calle Güemes \T0.9;C.Manzana \T0.9;Av. Bolivar 70.00 100.00 40.00 20.00 40.00 100.00 11.00 20.00 77.00 23.00 \fArial Black|b0|i0|c0|p34;S \fArial Black|b0|i0|c0|p34;O MUNICIPALIDAD DE SAN IGNACIO, MNES CENTRO DE MANZANA 5 5 VISTA FRONTAL ESC. 1.100 \W2.78834; \W0.90000x;\T0.95000;E.M. \W2.78834; \W0.90000x;\T0.95000;E.M. \A1;Superficie revocada \A1;Ladrillo visto \A1;Alero de HºAº \A1;Tanques de reserva \A1;Carpintería de aluminio \A1;Divisoria metálica + 7.40 + 6.76 + 8.49 + 6.25 + 5.11 + 3.96 + 3.08 + 2.05 + 1.47 – 0.05 5 5 5 5 5 5 5 5 \A1;Solado antideslizante CORTE A-A ESC. 1.100 ± 0.00 \W0.90000x;\T0.95000;E.M. + 1.44 ± 0.00 \W0.90000x;\T0.95000;E.M. + 3.06 5 5 5 5 5 5 Guardado + 7.49 + 8.49 + 2.81 + 5.95 \A1;Mampostería de ladrillos cerámicos \A1;Estructura resistente de HºAº \A1;Escalera de madera \A1;Cielorraso suspendido \A1;Estructura de madera \A1;Aislación térmica \A1;Chapa ondulada galvanizada \A1;Tanque de reserva \A1;Estructura metálica \A1;Superficie revocada \A1;Puerta placa SILUETA Esc 1:200 BALANCE DE SUPERFICIES 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W1.7;1 \W1.7;6 \W1.7;4 \W1.7;7 \W1.7;8 \W1.7;9 \W1.7;10 \W1.7;5 \W1.7;2 \W1.7;3 S/ cubierta Nº Cubierta Total SUPERFICIE 211,27 m2 1 20,301 2 3 4 7,500 14,054 197,216 5 6 7 8 9 10 58,006 20,301 1,196 3,564 1,794 20,301 58,006 20,301 5 5 C ILUMINACIÓN VENTILACIÓN Nº LOCAL ÁREA 1 2 4 C N P 1/8 N P OBSERVACIONES ESTAR COCINA / COMEDOR 3 BAÑO 5 DORMITORIO 2 6 DORMITORIO 1 BAÑO 1/3 Ventilación por conducto 1/8 1/3 — 1/8 1/8 1/3 1/8 1/3 1/8 1/3 2,05 — — — — — — — Ventilación por conducto Y VENTILACIÓN PLANILLA DE ILUMINACIÓN 1/3 2,05 2,95 2,89 0,46 0,46 0,84 0,59 4,10 4,10 2,50 2,30 1,405 1,37 2,52 1,78 14.24 20.16 1.75 11.03 3.64 11.24 PLANTA DE BASES ESTRUCTURALES VF B1 B2 C1 a C14 VIGA DE FUNDACIÓN (20x30cm) BASE AISLADA DE H° A° (100x100x50cm) \LREFERENCIAS\l: BASE AISLADA EXCÉNTRICA DE H° A° (100x80x50cm) COLUMNA DE H° A° (20X20) \W1.7;1 \W1.7;3 \W1.7;4 5 5 \W1.7;C6 5 5 \W1.7;C7 5 5 \W1.7;C10 5 5 \W1.7;C5 5 5 \W1.7;C8 5 5 \W1.7;C9 5 5 \W1.7;C1 5 5 \W1.7;C3 5 5 \W1.7;C4 5 5 \W1.7;C14 5 5 \W1.7;C13 5 5 \W1.7;C11 \W1.7;A \W1.7;B \W1.7;C \W1.7;2 5 5 \W1.7;C2 5 5 \W1.7;C12 Proyección de losa Proyección de losa Cochera descubierta Estar Comedor Cocina Lavadero Tendedero Portón corredizo \W2.78834; \W0.90000x;\T0.95000;E.M. \W2.83596; \W0.90000x;\T0.95000;L.M. Baño ± 0.00 Patio \W2.78834; \W0.90000x;\T0.95000;E.M. \W2.83596; \W0.90000x;\T0.95000;L.M. Dormitorio 2 Dormitorio 1 Baño Proyección de alero Balcón Guardado Balcón Guardado Guardado – 0.05 – 0.05 – 0.10 + 3.06 + 3.01 + 3.01 \W2.78834; \W0.90000x;\T0.95000;E.M. 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 \W2.78834; \W0.90000x;\T0.95000;E.M. \W2.83596; \W0.90000x;\T0.95000;L.M. Tanques de Reserva 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 12 13 14 9 11 15 16 17 Proyección de alero 5 PLANTA BAJA ESC. 1:100 PLANTA ALTA ESC. 1:100 PLANTA DE TECHO ESC. 1:100 5 5 \W1.7;2 \W1.7;1 \W1.7;3 \W1.7;6 \W1.7;5 \W1.7;4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE B-B ESC. 1.100 -0.05 ± 0.00 -0.05 + 3.06 + 1.62 + 3.06 + 7.40 + 8.49 + 7.49 5 5 5 5 5 + 2.00 + 5.75 + 2.69 \A1;Cielorraso suspendido \A1;Piso cerámico \A1;Solado antideslizante \A1;Terminación Ladrillo visto \A1;Canaleta de Zinc \A1;Ladrillo visto \A1;Tanque de reserva \A1;Estructura de madera \A1;Aislación térmica \A1;Chapa ondulada galvanizada Cocina/comedor Baño Estar Baño Dormitorio 1 Dormitorio 2 \A1;Mampostería de ladrillos cerámicos \A1;Carpinterías de aluminio \A1;Estructura resistente de HºAº \W2.78834; \W0.90000x;\T0.95000;E.M. \W2.83596; \W0.90000x;\T0.95000;L.M. Cochera descubierta Vereda 5 5 Lavadero -0.10 + 3.01 Balcón \A1;Ladrillo visto \A1;Barandal metálico + 3.01 Balcón \A1;Alero de HºAº \A1;Portón corredizo 5 + 6.25 + 6.75 + 3.96 \A1;Viga metálica \A1;Divisoria metálica \A1;Ladrillo visto + 1.48 VISTA POSTERIOR ESC. 1.100 -0.05 \W2.78834; \W0.90000x;\T0.95000;E.M. -0.05 \W0.90000x;\T0.95000;E.M. \A1;Tanque de reserva \A1;Estructura metálica \A1;Carga de mampostería \A1;Chapa ondulada galvanizada \A1;Canaleta de zinc + 7.40 \A1;Terminación Revocada \A1;Carpinterías de aluminio + 5.93 + 3.96 + 2.00 \A1;Barandal metálico 5 5 5 \W2.78834; \W0.90000x;\T0.95000;E.M. \W2.83596; \W0.90000x;\T0.95000;L.M. ± 0.00 \W2.78834; \W0.90000x;\T0.95000;E.M. \W2.83596; \W0.90000x;\T0.95000;L.M. – 0.05 – 0.05 – 0.10 + 3.06 + 3.01 + 3.01 \W2.78834; \W0.90000x;\T0.95000;E.M. \W2.78834; \W0.90000x;\T0.95000;E.M. \W2.83596; \W0.90000x;\T0.95000;L.M. Tanques de Reserva 1 2 3 4 5 6 7 8 9 Instalación de Agua Planta Baja Instalación de Agua Planta Alta Instalación de Agua Planta de Techo \W2.78834; \W0.90000x;\T0.95000;E.M. \W2.83596; \W0.90000x;\T0.95000;L.M. ± 0.00 \W2.78834; \W0.90000x;\T0.95000;E.M. \W2.83596; \W0.90000x;\T0.95000;L.M. – 0.05 – 0.05 – 0.10 + 3.06 + 3.01 + 3.01 \W2.78834; \W0.90000x;\T0.95000;E.M. 1 2 3 4 5 6 7 8 9 10 12 13 14 9 11 15 16 17 Instalación Cloacal Planta Baja Instalación Cloacal Planta Alta \W2.78834; \W0.90000x;\T0.95000;E.M. \W2.83596; \W0.90000x;\T0.95000;L.M. \W2.78834; \W0.90000x;\T0.95000;E.M. \W2.83596; \W0.90000x;\T0.95000;L.M. \W2.78834; \W0.90000x;\T0.95000;E.M. 1 2 3 4 5 6 7 8 9 Instalación Eléctrica Planta Baja Instalación Eléctrica Planta Alta C.PVC Ø 0.40 C.PVC Ø 0.63 C.PVC Ø110 3.2 P.L. PVC d 50 B.A. P.P.A. B.I. I° P.P.A. P. A. C. S. Camara de Inspeccion de 60 x 60 cm. de H° Premoldeado C.V.PVC Ø 60 5 L° P.L. Lavarropas C.PVC Ø 0.63 ESC. 1:100 ESC. 1:100 ESC. 1:100 ESC. 1:100 ESC. 1:100 ESC. 1:100 ESC. 1:100 C.PVC Ø110 3.2 C.PVC Ø110 3.2 C.PVC Ø110 3.2 C.PVC Ø110 3.2 C.V.PVC Ø 60 C.PVC Ø 0.63 C.PVC Ø110 3.2 C.PVC Ø 0.40 C.PVC Ø 0.40 C.V.PVC Ø 60 C.D.V.PVC Ø 110 I° P.P.A. L° C.PVC Ø 0.40 C.D.V.PVC Ø 110 C.PVC Ø 0.40 C.PVC Ø 0.40 Be. Du. C.PVC Ø 0.40 C.PVC Ø 0.63 C.PVC Ø110 3.2 P.L. PVC d 50 B.A. P.P.A. B.I. I° P.P.A. P. A. C. S. Camara de Inspeccion de 60 x 60 cm. de H° Premoldeado C.V.PVC Ø 60 5 L° P.L. Lavarropas C.PVC Ø 0.63 C.PVC Ø110 3.2 C.PVC Ø110 3.2 C.PVC Ø110 3.2 C.PVC Ø110 3.2 C.V.PVC Ø 60 C.PVC Ø 0.63 C.PVC Ø110 3.2 C.PVC Ø 0.40 C.PVC Ø 0.40 C.V.PVC Ø 60 C.D.V.PVC Ø 110 I° P.P.A. L° C.PVC Ø 0.40 C.D.V.PVC Ø 110 C.PVC Ø 0.40 C.PVC Ø 0.40 Be. Du. V. V.L. LL.P. RV LL.P. B1 B2 LL. P. d 13 mm. y V.L. d 19 mm. Instalado en la parte inferior del T. R. B1 B2 S. S. V. V.L. LL.P. RV LL.P. LL. P. d 13 mm. y V.L. d 19 mm. Instalado en la parte inferior del T. R. B1 C.PPN K10 Ø13 mm. CS d 13 mm CS d 13 mm CS d 13 mm CS d 13 mm B1 C.PPN K10 Ø13 mm. CS d 13 mm CS d 13 mm CS d 13 mm CS d 13 mm B2 B2 CS d 13 mm CS d 13 mm CS d 13 mm C.PPN K10 Ø13 mm. LLP d 13 mm LLP d 13 mm LLP d 13 mm LLP d 13 mm TT 80 lts B2 CS d 13 mm C.PPN K10 Ø13 mm. LLP d 13 mm LLP d 13 mm SAC LLP BCE. ø19 C.S. BCE. ø13 ACOMETIDA CAÑO POLIETILENO K10 ø13 mm MEDIDOR DE CAUDAL S/REGLAM. LLM BCE. ø13 mm S. S. S. CS d 13 mm CS d 13 mm LLP d 13 mm LLP d 13 mm LLP d 13 mm TT 80 lts CS d 13 mm C.PPN K10 Ø13 mm. LLP d 13 mm B2 CS d 13 mm C.PPN K10 Ø13 mm. LLP d 13 mm LLP d 13 mm SAC LLP BCE. ø19 C.S. BCE. ø13 ACOMETIDA CAÑO POLIETILENO K10 ø13 mm MEDIDOR DE CAUDAL S/REGLAM. LLM BCE. ø13 mm S. S. S. M 2×2.5+1×1.5+T 2×2.5+T Ø3/4 2×2.5+2×1.5+T 2×2.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+1×1.5+T 2×2.5+1×1.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+1×1.5+T Ø3/4 2×2.5+1×1.5+T Ø3/4 2×2.5+2×1.5+T Ø3/4 TG. TS.1 a TS.2 2×2.5+T Ø3/4 2×2.5+1×1.5+T 2×2.5+T Ø3/4 2×4+T Ø3/4 2×2.5+T Ø3/4 A.A 2×2.5+T Ø3/4 2×2.5+1×1.5+T Ø3/4 2×2.5+2×1.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+1×1.5+T M 2×2.5+1×1.5+T 2×2.5+T Ø3/4 2×2.5+2×1.5+T 2×2.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+1×1.5+T 2×2.5+1×1.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+1×1.5+T Ø3/4 2×2.5+1×1.5+T Ø3/4 2×2.5+2×1.5+T Ø3/4 TG. TS.1 a TS.2 2×2.5+T Ø3/4 2×2.5+1×1.5+T 2×2.5+T Ø3/4 2×4+T Ø3/4 2×2.5+T Ø3/4 A.A 2×2.5+T Ø3/4 2×2.5+1×1.5+T Ø3/4 2×2.5+2×1.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+1×1.5+T TS.2 A.A 2×2.5+T Ø3/4 2×4+T Ø3/4 2×2.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+1×1.5+T 2×2.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+1×1.5+T 2×2.5+1×1.5+T 2×2.5+1×1.5+T 2×2.5+2×1.5+T Ø3/4 2×2.5+T Ø3/4 A.A 2×4+T Ø3/4 2×2.5+1×1.5+T 2×2.5+T Ø3/4 Se enciende desde el ingreso en P.B. A.A 2×2.5+T Ø3/4 2×4+T Ø3/4 2×2.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+1×1.5+T 2×2.5+T Ø3/4 2×2.5+T Ø3/4 2×2.5+1×1.5+T 2×2.5+1×1.5+T 2×2.5+1×1.5+T TS.2 2×2.5+2×1.5+T Ø3/4 2×2.5+T Ø3/4 A.A 2×4+T Ø3/4 2×2.5+1×1.5+T 2×2.5+T Ø3/4 Se enciende desde el ingreso en P.B. 5 5 Calculo: 119,132 230,00 211,27 Total a construir Libre Terreno Ejecucion: San Ignacio, Mnes. Proyecto: M2 Manzana 98,608 —- 1,794 Superficies A Construir Cubierta P.B. A Construir Semi Cubierta P.B Existente Lote 10 Parcela 75 Direccion: \fArial Black|b0|i0|c0|p34;E \fArial Black|b0|i0|c0|p34;N Direccion: CALLE GÜEMES Nº 1571 UBICACION Propietario: VIVIENDA MULTIFAMILIAR NUEVA Obra: BITÓN, ?????? Propietario: 98,608 A Construir Cubierta P.A. A Construir Semi Cubierta P.A 12,26 Av. Bolivar Calle Alberdi Calle Güemes Calle Brasil 004E \fArial Black|b0|i0|c0|p34;S \fArial Black|b0|i0|c0|p34;O MUNICIPALIDAD DE SAN IGNACIO, MNES 70.00 10.00 20.00 77.00 23.00 100.00 100.00