Single Family DWG Block for AutoCAD

Detached house architecture and foundation.

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

esc:, cu connector, kind, compacted, industrial salt, charcoal, sifted earth, conductor of cu, bare copper, ground well detail, cap of, section, charcoal, industrial salt, copper rod, copper electrode, plant, bronze connector, naked driver, renault, long vehicle, iveco, ml., ml., variable, yard, dinning room, living room, receipt, bedroom, study room, bedroom, ss.hh., bedroom, ss.hh., laundry, terrace, first floor, second floor, third floor, garden, refr., kitchen dining room, Of diary, bedroom, yard, closet, bar, closet, projection arc, projection lightened, projection, lightened, projection pipeline, of ventilation, go up floor, climb roof, arrives from floor, arrives from floor, low floor, projection lightened, arch projection, parabolic, interior elevation, first floor, foundation cuts, metal lid, plant, cut, n.f.p., n.t.n., armed surplus, foundation, concrete shoe, flooring, of shoe, variable, column, estrib., n.f.p., n.t.n., ml., for, for, Typical anchor details, corner, meeting, elevation, of armors, slabs beams, beams, typical stirrups, in columns, for, columns, masonry, concrete, joint between courses, unit of albanileria, granular material index plasticity, Technical specifications, mortar, cm., dimensions cm., type ms, f’b, KK type similar craft, f’m, overload, roof finish, ground capacity, overcarcas:, coatings:, slabs plates, beams columns, concrete in porticos, reinforcing steel, sobrecimiento, foundation, shoes, astm, cm., f’c, round corrugated bars, f’y, f’c, concrete cyclopean p.g., technical standards: national construction regulations, ml., tank, second stretch, stairs, esc:, n.v.t., first stretch, n.f.p., n.t.n., n.t.n., n.f.p., n.t.n., n.f.p., estrib., estrib., estrib.

Raw text data extracted from CAD file:

ESC: 1/25 CONECTOR DE Cu TIPO A / B Y COMPACTADA SAL INDUSTRIAL CARBON VEGETAL TIERRA CERNIDA CONDUCTOR DE Cu CABLE1X35mm2 COBRE DESNUDO PVC-35mmØSEL A B C DETALLE DE POZO A TIERRA TAPA DE SECCION A-A A CARBON VEGETAL SAL INDUSTRIAL d5/8″ DE 2.40m. VARILLA COBRE 5/8″ ELECTRODO DE COBRE A B C A PLANTA CONECTOR DE BRONCE CONDUCTOR DESNUDO + – RENAULT LONG VEHICLE LONG VEHICLE LONG VEHICLE LONG VEHICLE IVECO .15 2.40 .15 1.15 4.85 .15 2.85 1.00 1.00 .10 4.15 .15 3.45 .65 .15 3.35 .15 2.40 .15 2.05 .15 3.15 .16 5.66 .15 2.70 .15 2.40 .15 1.15 4.85 .15 3.17 .11 8.06 4.15 .15 2.40 .15 2.92 .15 .15 2.65 .50 .90 1.35 5.55 .69 2.00 1.95 .65 .27 5.56 2.88 .65 .15 1.58 .14 .15 2.53 .40 6.07 .25 2.00 .15 2.10 .25 1.50 .15 .55 1.20 6.95 .25 3.45 .25 2.60 .15 .65 1.00 15.55 15.55 5.66 .15 2.70 .15 2.05 .15 3.15 .16 5.66 2.11 .15 .15 2.60 .15 2.60 .16 2.11 .15 .70 1.00 1.37 .83 2.21 2.21 1.50 1.34 .15 1.35 1.73 .15 1.00 .15 2.25 1.60 .70 .15 1.05 .25 .58 .65 1.05 .15 1.22 .25 1.65 1.07 .15 1.41 .19 .28 2.33 .36 .90 .45 .65 .15 .60 1.78 1.20 .25 .15 1.62 .21 .55 .20 .40 1.68 .15 .85 .13 2.75 2.66 .13 2.66 .13 .13 2.66 .13 .13 2.75 2.75 .13 2.75 3.70 3.70 3.50 1.77 .13 2.75 3.70 3.70 3.50 1.09 .13 2.75 2.66 .13 .13 2.75 3.70 3.70 3.50 1.77 .25 1.65 .15 2.60 .15 2.60 .16 1.20 6.95 .25 3.45 .25 2.60 .15 .15 2.53 .40 6.07 .25 2.00 .15 2.10 .25 1.50 .15 15.55 5.66 .15 2.65 .50 .90 1.35 5.55 1.20 ML. 1.20 ML. 1.2 0.40 0.80 .30 .50 1.26 1.28 1.50 0.50 .60 .45 0.60 0.10 0.50 .25 1.00 ML. 1.00 ML. 1.70 0.15 0.15 2.40 .15 .15 1.50 VARIABLE 1.50 0.15 .20 0.15 0.15 0.60 0.60 0.50 .15 0.40 0.80 .15 0.50 0.40 0.80 .15 0.50 0.40 0.80 .25 .25 .25 .25 .30 .15 PATIO NPT.= + 0.15 COMEDOR NPT.= + 0.30 SALA – ESTAR NPT.= + 0.30 RECIBO NPT.= + 0.30 DORMITORIO DORMITORIO SALA – ESTUDIO DORMITORIO SS.HH. SS.HH. DORMITORIO SS.HH. LAVANDERIA TERRAZA PRIMERA PLANTA SEGUNDA PLANTA TERCERA PLANTA 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 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 5 5 5 5 5 5 5 5 5 5 JARDIN NPT.= + 0.15 REFR. COCINA – COMEDOR DE DIARIO NPT.= + 0.30 DORMITORIO NPT.= + 0.30 PATIO NPT.= + 0.30 CLOSET 5 5 5 5 5 5 5 5 5 5 5 5 5 B B A A A A A A V1 2.33 1.475 1.10 V2 0.65 1.475 1.10 V3 1.55 1.475 1.10 V4 1.25 1.475 1.10 V5 0.70 1.975 0.60 V6 1.20 1.475 1.10 V7 0.60 1.975 0.60 V1 V6 1.20 1.475 1.10 V7 V7 V6 P1 0.90 x 2.20 P2 0.90 x 2.675 P3 0.70 x 2.20 P2 P2 P2 P2 P2 P2 P3 P3 P3 P2 BARRA CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET PROYECC. ARCO PROYECC. ALIGERADO PROYECC. ALIGERADO PROYECC. DUCTO DE VENTILACION 1 2 3 4 5 7 6 8 SUBE A 2DO. PISO 18 19 20 21 22 24 23 SUBE A AZOTEA 10 11 12 13 14 15 16 17 LLEGA DE 3ER. PISO 26 27 28 29 30 31 32 33 LLEGA DE 2DO. PISO 22 24 23 BAJA A 2DO. PISO 24 25 PROYECC. ALIGERADO PROYECCION ARCO PARABOLICO 5 5 5 5 5 5 5 5 5 5 5 5 5 ELEVACION INTERIOR 5 5 5 5 A A C B 5 5 5 A C B 5 5 5 A C B 5 5 4 3 2 1 5 5 5 5 5 5 5 4 3 2 1 5 5 5 5 5 5 5 NPT.= + 0.15 NPT.= + 0.30 NPT.= + 0.30 NPT.= + 0.30 PRIMERA PLANTA 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 NPT.= + 0.15 NPT.= + 0.30 NPT.= + 0.30 NPT.= + 0.30 5 5 5 5 5 5 A C B 4 3 2 1 5 5 5 5 5 5 5 CORTES DE CIMIENTOS TAPA METALICA 1.50 0.15 .20 0.15 0.15 1.70 \A1;Fe \S3#8;” \A1;Fe \S3#8;” \A1;Fe \S3#8;” c.15 \A1;Fe \S3#8;” c.15 \A1;Fe \S3#8;” c.15 \A1;Fe \S3#8;” c.15 \A1;Fe \S3#8;” c.15 \A1;Fe \S3#8;” c.15 \A1;Fe \S3#8;” c.15 \A1;Fe \S3#8;” c.15 0.15 0.15 0.60 0.60 2.40 .15 .15 1.50 \A1;Fe \S3#8;” c.15 \A1;Fe \S3#8;” c.15 PLANTA CORTE 1.50 N.F.P. = + 0.25 N.T.N. 0.50 Sobrecimiento Armado Cimiento Concreto Zapata Solado \LCORTE DE ZAPATA 5 5 0.60 0.10 VARIABLE Columna Estrib. Ø 3/8″1@.05,2@0.10,r@.25 N.F.P. = + 0.25 N.T.N. 0.50 .25 Z-1 1.00 ML. 1.00 ML. Ø1/2″@0.15 a/s PARA d3/8″ (TIPICO) PARA d1/2″ y d5/8″ DETALLES TIPICOS DE ANCLAJE 0.25 0.40 ESQUINA ENCUENTRO L 0.25 0.25 0.25 d \A1;L \A1;0.05 \A1;L 3/8″ 1/2″ 5/8″ ELEVACION DE ARMADURAS LOSAS Y VIGAS E S P E C I F I C A C I O N E S L1 .30 L1 .60 .40 .50 L2 .50 .30 .40 .70 .60 VIGAS 0.10 0.15 L2 ESTRIBOS TIPICOS EN COLUMNAS Y para d3/8″ para d1/4″ COLUMNAS ALBANILERIA CONCRETO : JUNTA ENTRE HILADAS UNIDAD DE ALBANILERIA MATERIAL GRANULAR INDICE PLASTICIDAD < 3 % ESPECIFICACIONES TECNICAS MORTERO 1.5 cm. (maximo) DIMENSIONES 9x13x24 cm. TIPO MS (cemento-arena 1:5) f'b = 130 Kg/cm2 TIPO KK. ARTESANAL O SIMILAR f'm = 45 Kg/cm2 SOBRECARGA ACABADO TECHO CAPACIDAD DEL TERRENO SOBRECARCAS: RECUBRIMIENTOS: LOSAS Y PLACAS VIGAS Y COLUMNAS CONCRETO EN PORTICOS ACERO DE REFUERZO SOBRECIMIENTO CIMIENTO CORRIDO : ZAPATAS 100.00 Kg/m2 t ASTM - A -705 2.0 cm. 4.0 cm. 150.00 Kg/m2 =1.00 Kg/cm2 ( VERIFICAR) f'c =210 Kg/cm2 BARRAS CORRUGADAS REDONDAS f'y = 4,200 Kg/cm2 f'c = 175 Kg/cm2 f'c = 210 Kg/cm2 CONCRETO CICLOPEO 1 : 10 +30 P.G. NORMAS TECNICAS: REGLAMENTO NACIONAL DE CONSTRUCCIONES \A1;S.A. = 4 Ø1/2" \A1;S.A. = 6 Ø1/2" Z-2 1.20 ML. 1.20 ML. Ø1/2"@0.15 a/s CISTERNA 1.2 0.40 0.80 .30 .50 5 5 \L1 - 1 Ø 3/8" @ 0.25 Ø 3/8" @ 0.25 Ø 1/2" a 0.15 Ø 1/2" a 0.15 15 SEGUNDO TRAMO ESCALERA ESC: 1:25 17 Ø 3/8" @ 0.25 Ø 1/2" @ 0.20 Ø 1/2" a 0.15 2 1 N.V.T. Ø 3/8" a 0.15 Ø 1/2" @ 0.20 Ø 3/8" @ 0.25 0.175 0.80 0.45 0.25 1.20 Ø 3/8" @ 0.25 Ø 3/8" @ 0.25 NPT= +.30 16 PRIMER TRAMO 3 3 2 2 4 4 4 4 5 5 4 4 5 5 5 5 5 5 5 5 1 1 5 5 5 5 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 3 3 3 3 4 4 5 5 5 5 5 5 4 4 5 5 3 3 3 3 NPT.= + 0.15 C-1 C-1 C-1 C-1 C-1 C-1 C-3 C-3 C-3 C-3 C-3 C-2 Z-1 C-2 Z-1 C-2 Z-1 C-2 Z-1 C-2 Z-1 C-2 Z-1 C-2 Z-1 C-2 Z-1 C-2 Z-1 Z-2 Z-2 Z-2 Z-2 Z-2 N.F.P. = + 0.25 N.T.N. 0.50 .15 \A1;S.A. = 4 Ø1/2" 0.40 0.80 \L4 - 4 N.T.N. N.F.P. = + 0.25 \L2 - 2 .15 0.50 0.40 0.80 \A1;S.A. = 4 Ø1/2" N.T.N. N.F.P. = + 0.25 \L3 - 3 .15 0.50 0.40 0.80 \L5 - 5 .30 4 ø 3/8" .15 Estrib. Ø 1/4" : 1@.05,2@0.10,r@.20 \LC - 1 .25 6 ø 1/2" .25 Estrib. Ø3/8" : 2@.05,5@0.10,r@.20 \LC - 2 .25 2 ø 1/2" .25 Estrib. Ø3/8" : 2@.05,5@0.10,r@.20 \LC - 3 4 ø 5/8" + 3 4 5 6 7 8 9 10 11 12 13 14 15 1.20 Ø 1/2" a 0.15 Ø 3/8" @ 0.25