Foundation Plan Of A House DWG Full Project for AutoCAD

The project shows the foundation plan – run foundation trench, ladder and other details of construction details

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

court b-b, n.f.p, n.p.t., first floor, bathroom, office, entrance, garage, garden, terrace, living room, dining room, door enrrolable, kitchen, bar, deposit, proy. roof, expansion joint, tank lid, cut aa, nj, section detail, according to abutment detail., column, concrete – columns, concrete – reinforced ores, steel, strength, mortar :, concrete – beams, reinforced concrete: , concrete ciclopeo:, sobrecimiento :, foundation :, medium, stone, maximum, technical specifications, see table, cut, grate, variable, plant, detail of footings, box of shoes, type, thickness, n. t. t., column, plate or beam, specified, detail: folding of, abutments in columns and beams, drain, split stone, cut aa of cistern, garden, filling, staircase, cat, detail of column with beam, picture of columns, see table, second section, stair detail, first section, beam, third section, and fourth section, detail of cistern, detail of foundation, cistern

Raw text data extracted from CAD file:

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N.F.P \A1;.20 \A1;.30 \A1;.15 \A1;1.55 \A1;.15 \A1;.15 \A1;.95 \A1;.15 \A1;.65 \A1;.60 \A1;.15 \A1;.60 \A1;.15 \A1;.075 \A1;.05 \A1;.30 \A1;a \A1;a \A1;VER CUADRO \A1;0.30 \A1;0.10 \A1;0.60 \A1;0.10 \A1;b \A1;0.25 \A1;0.25 \A1;0.05 \A1;b \A1;1.20 \A1;ESPESOR \A1;a \A1;ESPECIFICADO \A1;r \A1;2.20 \A1;1.85 \A1;45.00° \A1;0.45 \A1;.20 \A1;.20 \A1;45.00° \A1;0.45 \A1;.15 \A1;0.50 \A1;.05 \A1;.15 \A1;.15 \A1;1.25 \A1;.15 \A1;0.35 \A1;.25 \A1;.25 \A1;0.30 \A1;0.30 \A1;.15 \A1;0.40 \A1;.15 \A1;.25 \A1;3.45 \A1;0.30 \A1;0.40 \A1;.15 \A1;.30 \A1;0.40 \A1;.25 \A1;.15 \A1;.80 \A1;.15 \A1;.18 \A1;.25 \A1;.175 \A1;.50 \A1;.55 \A1;.15 \A1;.25 \A1;.18 \A1;.175 \A1;.55 \A1;.25 \A1;.183 \A1;.90 \A1;.40 \A1;.20 \A1;.70 \A1;.25 \A1;.15 \A1;.05 \A1;.075 \A1;.075 \A1;.05 \A1;.20 \A1;.30 \A1;\U+2205.35 \A1;.10 \A1;.25 \A1;.40 \A1;.40 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;1.00 \A1;.15 \A1;1.60 5 5 5 5 5 5 5 5 ESC. : 1 / 50 PRIMER PISO 5 5 5 5 BAÑO CONSULTORIO 5 INGRESO 5 COCHERA BAÑO JARDIN NNT ± 0.00 5 TERRAZA SALA 5 5 5 5 5 COMEDOR 5 5 TERRAZA \A1;JUNTA DE DILATACION .03 5 JARDIN 5 PUERTA ENRROLABLE CERAMICO .30x.30 COCINA NFP-0.05 NFP +0.15 NFP -0.05 NNT+ 0.00 BAR DEPOSITO NFP+0.05 NFP +0.05 4.15 0.75 5 5 5 \A1;.15 5 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;2.70 \A1;.15 PROY. TECHO PROY. TECHO PROY. TECHO R 3.15 5 5 5 NFP + 0.10 5 C-C 3-3 5 5 5 C-C 1-1 5 5 5 5 5 NFP + 0.10 5 .50 C-C 2-2 5 NFP + 0.10 5 5 5 5 C-C 4-4 .50 5 5 NFP + 0.10 SISMICA 3Cm. JUNTA DE DILATACION 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 C-C 5-5 .20 .30 .15 1.55 TAPA DE CISTERNA .15 .15 Esc. 1:25 .95 .15 A CORTE A-A .65 .60 .15 .60 .15 d3/8″@.25 2Ø5/8″ d3/8″@.25 d3/8″@.25 d3/8″@.25 2Ø5/8″ 2Ø5/8″ A .075 .05 .30 N.F.P N.P.T. N.J. ESC. 1/25 DETALLE DE SECCIONES SEGUN DETALLE DE ESTRIBOS. PARA LADRILLOS KING KONG DE Fm = 35 Kg/cm ( 1:4 CEMENTO, ARENA) LLENANDO COMPLETAMENTE a COLUMNA COLUMNA a CEMENTO HORMIGON 1:8 + 25% CONCRETO – COLUMNAS LAS JUNTAS VERTICALES Y HORIZONTALES DE DILATACION 1″ (USAR TECNOPORT). CONCRETO – SOBRECIMIENTOS ARMADOS RESISTENCIA DE TERRENO: 1.5Kg/cm2 (VER EN OBRA) CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6″ MAXIMO ACERO RESISTENCIA MORTERO: CONCRETO – VIGAS CONCRETO ARMADO: CONCRETO CICLOPEO: SOBRECIMIENTO: CIMIENTO: fc = 210 kg/cm2 fy = 4200 kg/cm2 fc = 210 kg/cm2 fc = 140 kg/cm2 3″ MEDIANA PIEDRA MAXIMO ESPECIFICACIONES TECNICAS VER CUADRO 0.30 0.10 0.60 0.10 CORTE NF.-1.00 ø1/2″ A 0.15 b PARRILLA SOLADO Fc=100Kg/cm2 0.25 0.25 VARIABLE 0.05 b 5 2do. PISO \A1;2 ADIC. \A1;3 @ 0.15 \A1;5 @ 0.10 \A1;1 @ 0.05 \A1;5 @ 0.10 \A1;1 @ 0.05 \A1;0.20 \A1;Rto @ 0.20 ø1/2″ A 0.15 PLANTA ø1/2″ A 0.15 \A1;.60 3er. PISO \A1;2 ADIC. \A1;3 @ 0.15 \A1;3 @ 0.15 \A1;Rto @ 0.20 \A1;5 @ 0.10 \A1;1 @ 0.05 \A1;5 @ 0.10 \A1;1 @ 0.05 \A1;5 @ 0.10 \A1;3 @ 0.15 DETALLE DE ZAPATAS CUADRO DE ZAPATAS Z-3 Z-2 TIPO Z-1 ESPESOR r(cm.) a 1.3 2.5 2.0 1.25 1.25 1.00 b 1.00 N. T. T. \A1;2 ADIC. 0.80 a 1.00 d dDE COLUMNA,PLACA O VIGA 45° 1/2″ 1/4″ 3/8″ \A1;1 @ 0.05 ESPECIFICADO a(cm.) 45° r 12.5 10.0 6.5 DETALLE : DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS DE d 1″ MAX. SUMIDERO 0.30×0.30×0.30 PIEDRA PARTIDA Niv. – 2.65 2.20 Ø3/8″@0.25 1.85 5 0.45 CORTE A-A DE CISTERNA 4Ø1/2″ .20 .20 4Ø1/2″ Esc. 1:25 Ø3/8″@0.25 5 0.45 Ø3/8″@0.25 Niv.-0.30 N.F.P.-0.05 Jardín 4Ø1/2″ .15 0.50 .05 RELLENO DE 2Ø1/2″ Ø3/8″@0.25 2Ø5/8″ Escalera de gato Ø1/2″ Ø3/8″@0.25 .15 .15 1.25 \A1;.20 DETALLE DE COLUMNA CON VIGA \A1;3 @ 0.15 \A1;1 @ 0.05 \A1;5 @ 0.10 \A1;.05 \A1;.10 \A1;.70 \A1;3 @ 0.15 ESC ; 1/25 \A1;.20 \A1;3 @ 0.15 \A1;Rto @ 0.20 CUADRO DE COLUMNAS Confinamiento de estribos, para ambos extremos de la columna y del d el indicado. 2@ 0.05, 4 @ 0.10, 3 @ 0.15, resto @ 0.20 m. Ver cuadro .25 Ver cuadro Estribos d3/8″ 4d5/8″ C-2 0.30 Ver cuadro Estribos d3/8″ 4d5/8″ 0.30 0.35 3d5/8″ Zuncho d3/8″ e=0.075 C-1 0.40 C-5 2 estribos d1/4″ Ver cuadro .15 4d5/8″ 4d1/2″ C-4 C-3 .25 \A1;0.40 0.30 2d1/2″ 2 estribos d1/4″ .15 6d5/8″ C-8 C-6 C-7 .25 Ver cuadro Estribos d1/4″ 4d3/8″ .15 C-9 5 6d5/8″ 0.40 6d5/8″ Estribos d3/8″ Ver cuadro 0.30 .15 4d1/2″ Estribos d1/4″ Ver cuadro .30 Estribos d3/8″ Ver cuadro 0.40 .25 .15 2d1/2″ 3d1/2″ .80 ø1/2″@0.25 ø3/8″@0.25 4.955418983290031 .18 SEGUNDO TRAMO V-100 ø3/8″@0.25 ø3/8″@0.25 .25 .175 ø1/2″@0.25 ø1/2″@0.25 ø1/2″@0.25 V-8 -2.163801886975136 -2.496057862956349 DETALLE DE ESCALERA -2.496057862956349 -2.496057862956349 .18 E=0.15 (TIPICO) ø1/2″@0.25 ø1/2″@0.25 ø3/8″@0.25 -2.163801886975136 E=0.15 (TIPICO) V-100 ø1/2″@0.25 ø3/8″@0.25 -2.163801886975136 -2.163801886975136 PRIMER TRAMO E=0.15 (TIPICO) .70 .40 .20 VIGA 6ø1/2″ ø3/8″@0.25 .25 6ø1/2″ 8.938666022962025 .15 6ø1/2″ ø3/8″@0.25 7ø1/2″ .183 TERCER TRAMO Y CUARTO TRAMO 5 C-1 C-1 C-2 C-3 C-4 C-5 C-6 C-6 C-6 C-6 C-6 C-7 C-7 C-7 C-7 C-7 C-7 C-8 C-8 C-9 C-9 C-9 C-9 C-9 C-6 DETALLE DE CISTERNA DETALLE DE CIMENTACION NFP +0.15 NFP +0.15 NFP +0.15 NFP +0.15 NFP +0.05 5 5 5 NFP +0.175 5 5 -1.800081931928588 -1.800081931928588 -1.800081931928588 -1.800081931928588 CISTERNA Cap.= 3.35 m3 -1.800081931928588 -1.800081931928588