Bed Room DWG Full Project for AutoCAD

Family housing project on two levels, including construction details

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

access, long., pantry, kitchen, bathroom, dining room, room, upstairs, architectural floor, first level, c- ursulo galvan, sketch location, c- b. juarez, c- zaragoza, c- l. prescenda, foundation plant, rebar, chain, chain closing, ct, contratabe, cd, second level, structural plant, hollow, first level, ladder, facade, chain closing, cut a – a ‘, armed structural cut mezzanine floor, bedroom, main, floor, steel :, resistant layer., specifications:, concrete: concrete will be used with the following indicated resistances :, col. the fishermen., c a s a h a b i t a c i o n, assembly plant, slope, water tank, absorption, well, septic tank, pit, register, street ursulo galvan, well, fresh water, electric installation plant, ups tub.

Raw text data extracted from CAD file:

ACCESO 3.56 3.50 3.88 3.62 3.80 1.80 1.50 1.20 2.22 1.56 5.01 2.12 1.11 1.44 2.45 2.11 3.56 3.50 3.88 3.62 3.80 2.22 5.01 2.12 1.11 2.45 0.15 0.15 0.20 0.15 0.20 0.15 0.80 2.80+DESPLANTE 0.05 0.10 0.40 0.20 0.60 0.15 0.15 0.05 0.10 0.40 2,01 3.88 2.45 1.11 2.22 1.56 3.62 2.22 3.62 2.87 3.80 5.01 1.11 1.975 1.80 4.14 3,52 1,29 1,96 0,87 1,56 3.50 3.56 2.12 2.45 3.88 1.50 3.50 4.16 2.62 0.15 0.15 0.40 0.20 0.15 0.80 0.80 0.20 0.15 LONG. 1/4 /LONG. 1/2 LONG. 1/4 /LONG. 0.15 0.30 1.20 0.10 0.10 0.15 0.20 0.60 3.62 1.56 2.22 2.87 4.14 1.80 1.975 3.52 1.96 1.29 0.87 1.56 1.50 3.50 1.20 4.16 2.62 2.01 3.88 2.45 1.20 1.11 1.20 1.20 2.45 3.88 2.62 4.14 3.52 3.62 3.50 4.16 2.01 1.11 ALACENA COCINA BAÑO COMEDOR SALA SUBE 3.56 3.50 3.88 3.62 3.80 1.80 1.50 1.20 2.22 1.56 5.01 2.12 1.11 1.44 2.45 2.11 PLANTA ARQUITECTONICA PRIMER NIVEL 2 4 5 C B A C- URSULO GALVAN CROQUIS LOCALIZACION C- B. JUAREZ C- ZARAGOZA C- L. PRESCENDA 1.11 2.22 3.62 3.80 5.01 A 3.50 3.56 2.12 1 2 B C 2.45 3.88 3 PLANTA DE CIMENTACION CASTILLO K-1 4 VARILLAS DE 3/8"Ø Y EST. DE 1/4"Ø @ 0.20 0.15 0.15 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-2 DE DESPLANTE 4 VARILLAS DE 3/8"Ø EST. DE 1/4"Ø @ 0.20 CADENA 0.20 0.15 ( CC ) N.P.T. + 2.20 0.20 4 VARILLAS DE 3/8"Ø EST. DE 1/4"Ø @ 0.20 0.15 CADENA CERRAMIENTO VARILLAS DE 3/8"Ø ZAPATA AISLADA ( Z - 2 ) 0.80 2.80+DESPLANTE 0.05 0.10 K-1 K-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 COMEDOR SALA ALACENA COCINA C-T Y EST. DE 1/4"Ø @ 0.20 CONTRATABE 0.40 0.20 C-T C-T VARILLAS DE 3/8"Ø 0.15 0.05 0.60 ZAPATA CORRIDA ( Z - 1 ) 0.10 0.15 4 VARILLAS DE 3/8"Ø EST. DE 1/4"Ø @ 0.20 8 PZAS. VARILLAS DE 3/8"Ø 0.40 Z-2 @ 0.10 AMBOS SENTIDOS ( CD ) C-D 4.16 5 5 2.22 EST. DE 1/4"Ø @ 0.20 4 VARILLAS DE 3/8"Ø 2.22 3.62 K-1 5.01 4 VARILLAS DE 3/8"Ø 0.15 CASTILLO K-1 0.15 1.11 T-1 0.20 CADENA CERRAMIENTO N.P.T. + 2.20 ( CC ) 0.15 3.80 K-2 K-1 K-1 SALA 2.87 1.11 A 5 5 3.56 K-1 K-1 K-1 2.12 1 3.88 3.50 K-1 K-1 K-2 K-1 COCINA ALACENA 2.45 K-1 K-1 2 3 2.62 B C 1 3.62 1.56 1.975 4.14 1.80 A 5 0.40 8 PZAS. VARILLAS DE 3/8"Ø EST. DE 1/4"Ø @ 0.20 5 1.50 3.50 C B 3.88 2.45 2 3 SEGUNDO NIVEL PLANTA ESTRUCTURAL PLANTA ESTRUCTURAL K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 VAR. RECTA DE 3/8"Ø @ 0.20 BASTON ARRIBA DE 3/8"Ø @ 0.15 VAR. BALLONETA 3/8"Ø @ 0.20 BASTON ARRIBA DE 3/8"Ø @ 0.15 VAR. RECTA DE 3/8"Ø @ 0.15 VAR. RECTA DE 3/8"Ø @ 0.20 BASTON ARRIBA DE 3/8"Ø @ 0.15 VAR. BALLONETA 3/8"Ø @ 0.20 VAR. RECTA DE 3/8"Ø @ 0.20 BASTON ARRIBA DE 3/8"Ø @ 0.15 VAR. BALLONETA 3/8"Ø @ 0.20 K-1 ZAPATA AISLADA ( Z - 2 ) 0.80 0.80 @ 0.10 AMBOS SENTIDOS CC CC CC CC CC CC CC CC CC VAR. RECTA DE 3/8"Ø @ 0.20 BASTON ARRIBA DE 3/8"Ø @ 0.15 VAR. BALLONETA 3/8"Ø @ 0.20 VAR. BALLONETA 3/8"Ø @ 0.20 BASTON ARRIBA DE 3/8"Ø @ 0.15 VAR. RECTA DE 3/8"Ø @ 0.20 BASTON ARRIBA DE 3/8"Ø @ 0.15 VAR. RECTA DE 3/8"Ø @ 0.15 BASTON ARRIBA DE 3/8"Ø @ 0.15 VAR. BALLONETA 3/8"Ø @ 0.20 VAR. RECTA DE 3/8"Ø @ 0.20 COMEDOR T-1 HUECO VAR. RECTA DE 3/8"Ø @ 0.20 BASTON ARRIBA DE 3/8"Ø @ 0.15 VAR. BALLONETA 3/8"Ø @ 0.20 VAR. RECTA DE 3/8"Ø @ 0.20 BASTON ARRIBA DE 3/8"Ø @ 0.15 VAR. BALLONETA 3/8"Ø @ 0.20 PRIMER NIVEL COLUMNA : C1 K-2 CASTILLO K-2 EST. DE 1/4"Ø @ 0.20 4 VARILLAS DE 3/8"Ø 0.20 0.15 Y EST. DE 1/4"Ø @ 0.20 ARMADO DE TRABE TIPO: ( T-1 ) 05 PZAS @ 0.05, 06 PZAS. @ 0.10, 07 PZA. @0.15 Y SUBSECUENTES @ 0.20. ESTRIBOS DE 1/4"Ø 04 VARILLAS RECTAS DE 3/8"Ø 01 VARILLA BALLONETEADA 3/8"Ø 01 VARILLA BALLONETEADA 3/8"Ø 02 VARILLAS ARRIBA DE 3/8"Ø 02 VARILLAS RECTAS ABAJO DE 3/8"Ø ESTRIBOS DE ALAMBRON DE 1/4"Ø POR ESPECIFICACION: 1/4 /LONG. 1/2 LONG. 1/4 /LONG. LONG. 0.15 0.30 CC CC CC CC CC DE ESCALERA C-1 CC CC CC CC T-1 CC K-2 1.20 FACHADA K-2 COLUMNA : C1 C-1 5 VARILLAS DE 3/8"Ø 0.15 0.20 CADENA DE CERRAMIENTO Varillas Bastón arriba de 3/8"d @ 0.17 0.10 Varillas tipo Balloneta de 3/8"d @ 0.15 Varillas recta de 3/8"d @ 0.17 CORTE A - A' Varillas Bastón arriba de 3/8"d @ 0.15 Varillas recta de 3/8"d @ 0.15 Varillas tipo Balloneta de 3/8"d @ 0.17 0.10 CORTE ESTRUCTURAL ARMADO DE LOSA ENTREPISO A A´ VARILLAS DE 3/8"Ø 0.60 C 2.45 3.88 2.62 2.87 RECAMARA RECAMARA PRINCIPAL 1.975 1.80 4.14 1.96 3.52 BAÑO 1 0.87 3 2.22 1.20 CL 1.29 RECAMARA BAJA 1.56 3.62 A 1.56 5 CL B CL 3.50 1.50 1.20 4.16 1 4 2.01 5 PLANTA ARQUITECTONICA SEGUNDO NIVEL 1.11 1.20 1.20 CC CC EL RELLENO SE HARA BAJO FIRME DE MATERIAL INERTE O GRAVA CEMENTADA COMPACTADA EN CAPAS DE 20 CMS. GENERALES: LOS MUROS SERAN DE CONCRETO COMPRIMIDO DE 15 CM. ESPESOR. EL MORTERO SERA: CEMENTO-CAL-ARENA 1:3:12. CIMENTACION SE DESPLANTARA SOBRE TERRENO SANO. PERO SIN DESPLANTARCE MENOS DE 30 CM. DENTRO DE LA CIMENTACION : TODA LA CIMENTACION SE DESPLANTARA SOBRE UNA PLANTILLA DE DE CONCRETO POBRE f'c= 100 KG/CM2. TODA LA TENDRAN UNA LONGITUD DE 40 Y 12 VECES EL DIAMETRO DE LAS VARILLAS, TODOS LOS DOBLECES SE HARAN EN FRIO. EL ACERO DE REFUERZO DEBERA SERA DEL TIPO CORRUGADO DE : fy= 4200 KG/CM2, LOS TRASLAPES Y LAS ESCUADRAS CADENAS, CASTILLOS, LOSAS Y ZAPATAS : f'c= 200 KG/CM2. ACERO: LA COMPACTACION SE HARA CON UN PISON METALICO DE 18 KG. TRABES : f'c= 250 KG/CM2. CAPA RESISTENTE. ESPECIFICACIONES : CONCRETO: SE USARA CONCRETO CON LAS SIGUIENTES RESISTENCIAS INDICADAS: FIRMES: f'c= 150 KG/CM2. PLANTILLAS: f'c= 100 KG/CM2. COL. LOS PESCADORES. @ 0.10 AMBOS SENTIDOS C A S A H A B I T A C I O N C A S A H A B I T A C I O N C A S A H A B I T A C I O N C A S A H A B I T A C I O N C A S A H A B I T A C I O N C A S A H A B I T A C I O N C A S A H A B I T A C I O N C A S A H A B I T A C I O N C A S A H A B I T A C I O N C A S A H A B I T A C I O N 3.50 4.14 1.11 3.52 1 3 2.62 4.16 1 4 3.62 A 5 2.45 3.88 C B 5 2.01 PLANTA DE CONJUNTO PENDIENTE PENDIENTE TINACO C A S A H A B I T A C I O N ABSORCION POZO SEPTICA FOSA REGISTRO ABSORCION POZO SEPTICA FOSA CALLE URSULO GALVAN POZO DE AGUA DULCE 2-10 3-10 3-10 5-10 2-10 2-10 3-10 3-10 3-10 2-10 2-10 3-10 2-10 3-10 2-10 2-10 5-10 3-10 3-10 2-10 4-10 2-10 2-10 3-10 2-10 2-10 2-10 2-10 3-10 4-10 4-10 4-10 2-10 2-10 2-10 3-10 2-10 6-10 PRIMER NIVEL PLANTA DE INSTALACION ELECTRICA SUBE TUB. 2-10 C A S A H A B I T A C I O N

Language	Spanish
Drawing Type	Full Project
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, aufenthalt, autocad, bed, casa, chalet, construction, details, dwelling unit, DWG, Family, full, haus, home room, house, Housing, including, levels, logement, maison, Project, property, residên, residence, room, single family housing, unidade de moradia, villa, wohnung, wohnung einheit

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