Apartment DWG Block for AutoCAD

Proposed split level apartment, with orthogonal axes

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

niv., fused structures directly against the ground, slabs, sills, beams, furnished, structural details, distribution plant of columns, main warehouse, laundry, parking, kitchen, detail type column a, detail column type b, detail column type c, detail column type d, moisture floor, typical detail of hearth, between rigid frames, section a – a ‘, section b – b’, dining room, room, bedroom, ss, main, typical wall cut in the adjoining perimeter, slab flat, typical detail, structural assembly of stands, plant, type column projection, general furnished floor

Raw text data extracted from CAD file:

E \A1;9.02 \A1;3.23 \A1;1.20 \A1;1.36 \A1;3.23 \A1;3.23 \A1;2.59 \A1;3.19 \A1;9.02 \A1;2.90 \A1;2.67 \A1;0.74 \A1;1.04 \A1;2.93 \A1;2.80 \A1;14.14 \A1;3.37 \A1;2.65 \A1;2.81 \A1;8.83 \A1;2.95 \A1;2.67 \A1;0.74 \A1;1.04 \A1;2.82 \A1;2.80 \A1;14.08 \A1;2.90 \A1;0.74 \A1;0.76 \A1;2.93 \A1;2.80 \A1;14.26 \A1;1.06 \A1;1.06 \A1;0.26 \A1;1.07 \A1;3.37 \A1;1.20 \A1;1.45 \A1;2.81 \A1;8.82 \A1;2.91 \A1;2.05 \A1;0.28 \A1;1.08 \A1;2.81 \A1;2.80 \A1;14.09 \A1;2.05 \A1;0.61 \A1;0.66 \A1;0.75 \A1;0.75 0.00 NIV. \A1;0.10 \A1;0.10 \A1;1.00 \A1;0.25 \A1;1.20 \A1;0.25 \A1;1.00 \A1;0.25 \A1;1.20 \A1;0.25 \A1;1.00 \A1;2.70 \A1;2.70 \A1;0.20 \A1;0.60 \A1;0.40 \A1;0.10 \A1;0.40 \A1;0.70 \A1;0.20 \A1;1.00 \A1;1.00 \A1;0.20 \A1;1.00 \A1;1.20 \A1;0.25 \A1;0.20 \A1;0.40 \A1;0.90 \A1;0.16 \A1;0.30 \A1;0.10 \A1;0.40 \A1;0.60 \A1;0.35 \A1;0.35 \A1;0.08 \A1;0.83 \A1;0.08 \A1;1.00 \A1;0.08 \A1;0.83 \A1;0.08 \A1;1.00 \C4;RECUBRIMIENTOS MINIMOS ESTRUCTURAS FUNDIDAS DIRECTAMENTE CONTRA EL SUELO 0.080 mts LOSAS, SOLERAS, VIGAS 0.020 mts \C4;LONGITUDES DE ANCLAJE No. 03 0.30 mts No. 04 0.40 mts No. 05 0.50 mts No. 06 0.60 mts \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.25 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;VARIABLE \A1;VARIABLE \A1;VARIABLE A A \A1;VARIABLE \A1;VARIABLE \A1;VARIABLE \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.30 PLANTA BAJA (NIVEL 0.00) ESCALA: 1/50 AMUEBLADA DETALLES ESTRUCTURALES ESCALA: 1/50 PLANTA ALTA (NIVEL +2.70) ESCALA: 1/50 AMUEBLADA 3 PLANTA DISTRIBUCION DE COLUMNAS ESCALA: 1/50 PLANTA ALTA (NIVEL +2.70) ESCALA: 1/50 AMUEBLADA 2 BODEGA PRINCIPAL BODEGA PRINCIPAL LAVANDERIA LAVANDERIA PARQUEO PARQUEO COCINA COCINA DETALLE COLUMNA TIPO A DETALLE COLUMNA TIPO A ESCALA: 1/10 ESCALA: 1/10 CANTIDAD: 09 CANTIDAD: 09 DETALLE COLUMNA TIPO B DETALLE COLUMNA TIPO B ESCALA: 1/10 ESCALA: 1/10 CANTIDAD: 78 CANTIDAD: 78 \LARMADO: 4 No. 4 ( ) + 4 No. 3 ( ) \W5.84471; + 2 EST. No. 3: 1 @ 0.05m, 10 @ 0.10m, RESTO A 0.15m \LARMADO: 4 No. 4 ( ) + 4 No. 3 ( ) \W7.99930; + 2 EST. No. 3: 1 @ 0.05m, 10 @ 0.10m, RESTO A 0.15m \LARMADO: 4 No. 3 ( ) + ESTRIBO No. 2 @ 0.15m \LARMADO: 4 No. 3 ( ) + ESTRIBO No. 2 @ 0.15m DETALLE COLUMNA TIPO C DETALLE COLUMNA TIPO C ESCALA: 1/10 ESCALA: 1/10 CANTIDAD: 28 CANTIDAD: 28 \LARMADO: 2 No. 3 ( ) + ESLABON No. 2 @ 0.20m \LARMADO: 2 No. 3 ( ) + ESLABON No. 2 @ 0.20m DETALLE COLUMNA TIPO D DETALLE COLUMNA TIPO D ESCALA: 1/10 ESCALA: 1/10 CANTIDAD: 01 CANTIDAD: 01 \LARMADO: 4 No. 4 ( ) + 2 No. 3 ( ) \W9.38472; + ESTRIBO No. 3 @ 0.15m \LARMADO: 4 No. 4 ( ) + 2 No. 3 ( ) \W9.69424; + ESTRIBO No. 3 @ 0.15m SOLERA DE HUMEDAD SOLERA DE HUMEDAD DETALLE TIPICO DE SOLERA DETALLE TIPICO DE SOLERA ESCALA: 1/10 ESCALA: 1/10 \LARMADO: 4 No. 3 ( ) + ESTRIBO No. 2 @ 0.15m \LARMADO: 4 No. 3 ( ) + ESTRIBO No. 2 @ 0.15m SOLERA INTERMEDIA Y SOLERA FINAL (S.F.) SOBRE TODO MURO DE CARGA E INDICADO EN PLANTA SOLERA INTERMEDIA Y SOLERA FINAL (S.F.) SOBRE TODO MURO DE CARGA E INDICADO EN PLANTA DETALLE TIPICO DE SOLERA DETALLE TIPICO DE SOLERA ESCALA: 1/10 ESCALA: 1/10 \LARMADO: 4 No. 3 ( ) + ESTRIBO No. 2 @ 0.15m \LARMADO: 4 No. 3 ( ) + ESTRIBO No. 2 @ 0.15m DETALLE VIGA DE AMARRE VA-01 DETALLE VIGA DE AMARRE VA-01 ESCALA: 1/10 ESCALA: 1/10 ENTRE MARCOS RIGIDOS ENTRE MARCOS RIGIDOS \LARMADO: 4 No. 4 ( ) + ESTRIBO No. 3 @ 0.15m \LARMADO: 4 No. 4 ( ) + ESTRIBO No. 3 @ 0.15m 5 5 5 5 5 5 5 5 5 5 5 5 1 @ 0.05 + 12 @ 0.08 1 @ 0.05 + 12 @ 0.08 1 @ 0.05 + 12 @ 0.08 RESTO @ 0.17 RESTO @ 0.17 RESTO @ 0.17 1 @ 0.05 + 12 @ 0.08 1 @ 0.05 + 12 @ 0.08 1 @ 0.05 + 12 @ 0.08 2 No.4 CORRIDOS 2 No.4 CORRIDOS 2 No.4 CORRIDOS 2 No.4 CORRIDOS 2 No.4 CORRIDOS 2 No.4 CORRIDOS 0.1999999999999886 0.1999999999999886 0.1999999999999886 0.399999999999995 0.399999999999995 0.399999999999995 2 No.4 CORRIDOS 2 No.4 CORRIDOS 2 No.4 CORRIDOS 2 No.4 CORRIDOS 2 No.4 CORRIDOS 2 No.4 CORRIDOS ESTRIBOS No. 3 SEGUN SE INDICA ESTRIBOS No. 3 SEGUN SE INDICA ESTRIBOS No. 3 SEGUN SE INDICA SECCION A – A’ SECCION A – A’ ESCALA: 1/25 ESCALA: 1/25 DETALLE ARMADO DE VIGA V-01 DETALLE ARMADO DE VIGA V-01 ESCALA HORIZONTAL: 1/50 ESCALA HORIZONTAL: 1/50 NIVEL 01 INDICADO EN PLANTA NIVEL 01 INDICADO EN PLANTA ESCALA VERTICAL: 1/25 ESCALA VERTICAL: 1/25 1 No.5 1 No.5 1 No.5 1 No.5 1 No.5 1 No.5 1 No.5 1 No.5 1 No.5 5 5 5 5 5 5 5 5 5 5 5 5 1 @ 0.05 + 12 @ 0.08 1 @ 0.05 + 12 @ 0.08 1 @ 0.05 + 12 @ 0.08 RESTO @ 0.17 RESTO @ 0.17 RESTO @ 0.17 1 @ 0.05 + 12 @ 0.08 1 @ 0.05 + 12 @ 0.08 1 @ 0.05 + 12 @ 0.08 2 No.4 CORRIDOS 2 No.4 CORRIDOS 2 No.4 CORRIDOS 2 No.4 CORRIDOS 2 No.4 CORRIDOS 2 No.4 CORRIDOS 0.1999999999999886 0.1999999999999886 0.1999999999999886 5 5 5 2 No.4 CORRIDOS 2 No.4 CORRIDOS 2 No.4 CORRIDOS 2 No.4 CORRIDOS 2 No.4 CORRIDOS 2 No.4 CORRIDOS ESTRIBOS No. 3 SEGUN SE INDICA ESTRIBOS No. 3 SEGUN SE INDICA ESTRIBOS No. 3 SEGUN SE INDICA SECCION B – B’ SECCION B – B’ ESCALA: 1/25 ESCALA: 1/25 DETALLE ARMADO DE VIGA V-02 DETALLE ARMADO DE VIGA V-02 ESCALA HORIZONTAL: 1/50 ESCALA HORIZONTAL: 1/50 NIVEL 01 INDICADO EN PLANTA NIVEL 01 INDICADO EN PLANTA ESCALA VERTICAL: 1/25 ESCALA VERTICAL: 1/25 1 No.5 1 No.5 1 No.5 1 No.5 1 No.5 1 No.5 1 No.5 1 No.5 1 No.5 COMEDOR COMEDOR SALA SALA DORMITORIO DORMITORIO DORMITORIO DORMITORIO S.S. S.S. S.S. S.S. 01 01 PRINCIPAL PRINCIPAL A A \LESPECIFICACIONES · CONCRETO: f’c = 210 kg/cm². · ACERO: fy = 2810 kg/cm² (GRADO 40 [40000 PSI]). \LESPECIFICACIONES · CONCRETO: f’c = 210 kg/cm². · ACERO: fy = 2810 kg/cm² (GRADO 40 [40000 PSI]). \LESPECIFICACIONES · CONCRETO: f’c = 210 kg/cm². · ACERO: fy = 2810 kg/cm² (GRADO 40 [40000 PSI]). \LESPECIFICACIONES · CONCRETO: f’c = 210 kg/cm². · ACERO: fy = 2810 kg/cm² (GRADO 40 [40000 PSI]). 1 4 6 7 1 4 6 7 A B D A B D A B B’ D 1 2 2′ 4a 6 7 A B B’ D 1 2 2′ 4a 6 7 3 3 2 2 5 5 C C 5 5 1.196592800306171 1.361880891188271 3.228470217663482 5 2.594660658887761 3.189343810175155 5 5 2.669929907200816 0.7401610645243561 1.037943276226941 2.928492738652543 2.798006631431103 5 5 2.647168437794292 2.807160470195933 5 5 2.670609206603835 0.7403493806924768 1.038062236969211 2.82336529127192 2.798957401479952 5 C 5 0.7383159552263656 0.7646137281386842 2.926719393004278 2.797930370092345 5 4 4′ 4′ 5 5 5 5 4′ 4′ 4 0.2634532218887591 1.072716104831311 C 5 1.196754220889101 1.447664011229868 2.808590905223344 5 5 2.054905777206306 0.2750995500123308 1.077073145583348 2.808132595457657 2.798620608183708 5 3 3 2.054239050673539 0.6131801744551115 0.6646653572779346 0.7508481344436397 0.7524541224275811 A B C D A A A A A A A B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B C C C C C C C C C C C C C C C C C C C C C D D D D D D D VIGA V-1 VIGA V-1 VIGA V-2 VIGA V-2 VIGA V-2 VIGA V-2 VIGA V-2 VIGA V-2 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 SECCION A – A’ ESCALA: 1/20 CORTE TIPICO DE MURO EN EL PERIMETRO COLINDANTE -0.10 0.00 SOLERA DE HUMEDAD 4 No. 3 + EST. No. 2 @ 0.15m SOLERA INTERMEDIA 4 No. 3 + EST. No. 2 @ 0.15m SOLERA FINAL 4 No. 3 + EST. No. 2 @ 0.15m SOLERA INTERMEDIA 4 No. 3 + EST. No. 2 @ 0.15m SOLERA FINAL 4 No. 3 + EST. No. 2 @ 0.15m LOSA PLANA LOSA PLANA F BLOCK POMEZ 0.14×0.19×0.39 CIMIENTO CORRIDO CC-01 3 No. 3 (CORRIDOS) + ESL. No. 2 @ 0.20 5 0.0999999999999943 1.000000000001933 0.2499999999999858 1.200000000002319 0.249999999995751 1.00000000000194 0.2499999999999858 1.200000000002326 0.249999999995751 0.9999999999996021 2.699999999999989 2.700000000000003 BLOCK POMEZ 0.14×0.19×0.39 BLOCK POMEZ 0.14×0.19×0.39 BLOCK POMEZ 0.14×0.19×0.39 5 0.6000000000000156 0.3999999999999915 -0.10 0.00 SOLERA DE HUMEDAD 4 No. 3 + EST. No. 2 @ 0.15m CIMIENTO CORRIDO CC-01 3 No. 3 (CORRIDOS) + ESL. No. 2 @ 0.20 0.7000000000000028 5 0.9999999999996021 BLOCK POMEZ 0.14×0.19×0.39 0.1000000000000014 0.3999999999999915 DETALLE TIPICO ESCALA: 1/20 CIMIENTO CORRIDO A NIVEL 0.00 BLOCK POMEZ 0.14×0.19×0.39 -0.10 0.00 0.9999999999999929 0.1999999999999993 5 5 0.25 PROYECCION DE VIGA DE AMARRE VA-01 COLUMNA A (VER ARMADO EN DETALLE) VIGA DE AMARRE VA-01 4 No. 4 + EST. No. 3 @ 0.15m \C3;NOTA: AL FUNDIR VIGA DE AMARRE DEJAR JUNTA DE 0.03m CON LA ZAPATA CORRESPONDIENTE. SECCION B – B’ (TIPICA) ESCALA: 1/20 ZAPATA Z-01 BAJO COLUMNAS DE MARCO RIGIDO -0.90 0.00 0.1999999999999957 0.3999999999999986 0.8999999999999915 0.1600000000164172 0.2999995945242517 5 5 5 ARMADO 4 No.3 + EST. No.2 @ 0.20m \W1.56667; ARMADO DE GRADAS \W5.35714; No. 3 @ 0.35m + SERPENTINA No.2 @ 0.20m 5 5 CIMIENTO CORRIDO CC-01 3 No. 3 (CORRIDOS) + ESL. No. 2 @ 0.20 DETALLE TIPICO ESCALA: 1/20 ARMADO ESTRUCTURAL DE GRADAS DETALLE TIPICO ZAPATA Z-01 ESCALA: 1/20 PLANTA B B’ 0.0847000000000264 5 0.0846749999998906 5 0.0846874999999869 0.8306250000000261 0.0846874999999869 1.0 PROYECCION DE COLUMNA TIPO A \LARMADO: 9 No. 4 @ 0.12m 0.25 0.25 0.1499999999999915 0.1499999999999915 0.1499999999999915 0.0999999999999943 0.1499999999999915 5 0.1499999999999915 0.1999999999999886 0.1499999999999915 0.2499999999999929 0.1999999999999886 0.1999999999999886 A A S S S PLANTA BAJA (NIVEL 0.00) ESCALA: 1/50 PLANTA ALTA (NIVEL +2.70) ESCALA: 1/50 PLANTA AMUEBLADA GENERAL ESCALA: 1/50 PLANTA ALTA (NIVEL +2.70) ESCALA: 1/50 AMUEBLADA 1