House Room DWG Detail for AutoCAD

MULTI HOUSING ARCHITECTURE AND STRUCTURES – Details – specifications – sizing – cuts constructive

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

splices, first floor, yard, scale, store, bath, car port, kitchen, bedroom, bedroom, playground, dinning room, living room, bedroom, garden, height per floor, ledge, spans table, width, doors, width, windows, height, plywood, kind, kind, bath, plywood, service, hall, proy. Rolling door, proy. slab, lightened, venetian tile, tile, ceramic, tile, ceramic, bath, ceramic, parquet floor, ceramic, Rolling door, plywood, parquet floor, sidewalk, n.p.t., foundation, yard, scale, store, bath, car port, kitchen, bedroom, playground, dinning room, living room, bedroom, bath, service, hall, bath, tank tank cap, top, n.p.t., sedimentation pit, rack, split stone filling, sump box, of max., sanitary cap, cat stair, cistern detail, cut cut, ladder foundation, nfp, sole, esc, shoe detail, nfp, compacted earth, finished, foundation detail, nfp, cut, nfp, nfp, cut, esc, nfp, cut, floor, location of, tank, concrete cycle:, concrete columns, reinforced concrete:, concrete beams, concrete, resistance of terrain: in, concrete cement, the horizontal vertical expansion joints, for fm king kong bricks filling completely, mortar:, foundation:, resistance, development:, steel, overload:, flat roof, Technical specifications, maximum, steel coating, cm column shoes, slabs cm, median, stone, overlap, board of, dilatation, board of, column table, bending detail of stirrups, in columns beams, beam beam, specified, specified, first stretch, stairway detail, esc., according to splices, rest, rest, column, foundation, overcoming, concentration detail, of stirrups in columns., rest, stairway detail, second tranche, esc., cut, nfp, nfp, cut, nfp, cut, nfp, cut, nfp, nfp, finished, floor, finished, floor, finished, garden

Raw text data extracted from CAD file:

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Puerta Enrrollable Proy. Losa Aligerada LOSETA VENECIANA .30x.30 LOSETA .30x.30 CERAMICO .20x.20 LOSETA .30x.30 CERAMICO .20x.20 BAÑO CERAMICO .20x.20 PISO PARQUET PISO PARQUET CERAMICO .50x.50 CERAMICO .50x.50 P6 P7 2.75 2.80 2.60 2.60 puerta enrrollable contraplacado P4 P7 P6 PISO PARQUET B B A A B B NPT.+0.15 NPT±0.00 NPT.+0.15 NPT.+0.15 VEREDA N.P.T. +0.00 CIMENTACION PATIO ESCALA : 1/50 TIENDA BAÑO CAR PORT COCINA DORMITORIO DORMITORIO PATIO DE COMEDOR SALA DORMITORIO BAÑO NFP± -0.05 SERVICIO HALL BAÑO 1.45 TAPA DE TANQUE CISTERNA .60 d3/8″@.25 d3/8″@.25 d3/8″@.25 d3/8″@.25 .15 .15 .15 .15 1.10 .60 TAPA .80 x .80 1.40 N.P.T. + 0.00 N.P.T. – 0.05 5 .40 / 0 3/8″ @ .25 1/2″ @ 0.30 FOSA DE SEDIMENTACION 1.70 \A1;45.00° \A1;.35 \A1;.65 .15 REJILLA RELLENO DE PIEDRA PARTIDA DE .30x.30x.30 CAJA SUMIDERO \A1;.15 \A1;.45 DE d 1″ MAX. 1.95 \A1;1.40 TAPA SANITARIA ESCALERA DE GATO DETALLE CISTERNA CORTE ESC ; 1/25 VOL.= 2.00 M3 CIMIENTO DE ESCALERA C-1 NFP -0.05 SOLADO .35 1.00 .30 ESC : 1/25 DETALLE DE ZAPATA .45 Z-1 1.00 .50 .70 d1/2″@0.20 .15 d1/2″@0.20 0.10 NFP -0.05 TIERRA COMPACTADA 3@0.15 \A1;1.00 d1/2″@0.20 .10 1.10 0.05 ACABADOS 5 5 2 1 5 5 3 4 5 5 5 6 5 7 8 5 5 A C B 1 6 6 6 6 6 7 2 2 7 2 3 3 2 3 2 2 2 2 2 2 2 2 2 1 1 6 6 6 6 3 6 6 6 2 Z-1 Z-1 C-1 C-1 Z-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 DETALLE DE CIMIENTOS .30 \A1;.15 \A1;.10 \A1;.05 \A1;.25 NFP -0.05 .90 1.30 .50 CORTE 1-1 .15 \A1;.15 .15 \A1;.05 \A1;.10 NFP + 0.10 \A1;.25 NFP -0.05 .90 .50 CORTE 2-2 ESC ; 1/25 NFP -0.05 \A1;.45 CORTE 3-3 0.05 0.10 0.05 PISO 0.60 UBICACION DE CISTERNA C-4 C-4 C-4 CONCRETO CICLOPEO: CONCRETO – COLUMNAS CONCRETO ARMADO: CONCRETO – VIGAS CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6″ MAXIMO RESISTENCIA DE TERRENO: 3 kg/cm2 (verificar en obra) CEMENTO HORMIGON 1:8 + 25% LAS JUNTAS VERTICALES Y HORIZONTALES DE DILATACION 1″ (USAR TECNOPORT). PARA LADRILLOS KING KONG DE Fm = 35 Kg/cm ( 1:4 CEMENTO, ARENA) LLENANDO COMPLETAMENTE MORTERO: CIMIENTO: RESISTENCIA SOBRECIMIENTO: ACERO SOBRECARGA: TECHO 1 PISO ESPECIFICACIONES TECNICAS MAXIMO d 3/8″ = 40 cm RECUBRIMIENTO DEL ACERO CIMENTACION- 7.5 cm COLUMNA Y ZAPATAS LOSAS Y ESCALERA- 3.00 cm d 5/8″ = 60 cm 3″ MEDIANA PIEDRA TRASLAPE d 1/2″ = 50 cm fy = 4200 kg/cm2 fc = 210 kg/cm2 fc = 210 kg/cm2 200 kg/m2 C-3 C-3 C-3 C-3 JUNTA DE DILATACION DILATACION JUNTA DE C-2 6 d 1/2″ d1/4″ CUADRO DE COLUMNAS d3/8″ 1@.05,3@0.10,3@.15,Rto@.20 C-1 4 d 5/8″ 2d 1/2″ .30 \A1;.15 d1/4″ \A1;.15 .30 4 d 1/2″ C-3 DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS dDE COLUMNA,PLACA O VIGA ESPECIFICADO a ESPECIFICADO 45° 45° r .60 PRIMER TRAMO .25 7ø1/2″ 6ø1/2″ 7ø1/2″ ø3/8″@0.25 .15 E=0.15 .30 DETALLE DE ESCALERA ESC. 1/25 .80 7ø1/2″ 4ø1/2″ ø3/8″@0.25 NFP+.10 .60 .50 .15 SEGUN EMPALMES 4 A .10 5 RESTO A .25 .15 .20 4 A .10 5 RESTO A .25 .15 COLUMNA COLUMNA CIMIENTO SOBRECIMIENTO DETALLE DE CONCENTRACION DE ESTRIBOS EN COLUMNAS. 7 A .10 .15 .10 .10 3 A .25 0.30 0.30 RESTO A .25 5 5 5 5 5 5 5 .15 .15 DETALLE DE ESCALERA SEGUNDO TRAMO ESC. 1/25 .60 .25 4ø1/2″ .30 ø3/8″@0.25 7ø1/2″ E=0.15 .60 7ø1/2″ 6ø1/2″ ø3/8″@0.25 V-A 2.90 B’ A 3.10 C 1 2 3 4 5 6 7 8 C-4 C-1 5 5 4 4 4 CORTE 7-7 .50 .90 \A1;.25 NFP + 0.10 \A1;.10 \A1;.05 .15 \A1;.15 .15 NFP + 0.10 0.05 CORTE 5-5 0.60 \A1;.45 NFP -0.10 0.10 CORTE 6-6 .50 1.30 NFP -0.10 \A1;.15 .30 .90 \A1;.25 \A1;.05 \A1;.10 CORTE 4-4 \A1;.45 NFP -0.05 0.10 0.05 0.60 NFP -0.10 TERMINADO 0.05 PISO TERMINADO 0.05 PISO TERMINADO C-3 C-3 C-4 6 d 1/2″ d1/4″ .20 \A1;.15 .30 \A1;.15 .15 \A1;.15 .15 .30 .15 .20 1@.05,3@0.10,3@.15,Rto@.20 1@.05,3@0.10,3@.15,Rto@.20 1@.05,3@0.10,3@.15,Rto@.20 NFP± -0.05 NFP± -0.05 NFP± -0.05 NFP± +0.10 NFP± +0.10 NFP± +0.10 NFP± +0.10 NFP± +0.10 NFP± +0.10 NFP± +0.10 NFP± +0.10 NFP± +0.10 NFP± -0.05 JARDIN NT -0.05