Cutting Front Of A Staircase And A Pool DWG Detail for AutoCAD

Cutting Front Of A Staircase And A Pool DWG Detail for AutoCAD

Details – specification – sizing – Construction cuts

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

N.t., N.p.t., Until reaching firm stratum, Cms, Wall of wall, Filling of compacted tepetate one of his p.v.s.m, General castle court td, Plain, Cm rod rod, Plain, Cm rod rod, Rod, Stirrup, F’y:, Reinforced concrete f’c:, Rod, Stirrup, F’y:, Reinforced concrete f’c:, N.p.t., Until reaching firm stratum, Cms, Wall of wall, Filling of compacted tepetate one of his p.v.s.m, Td slab cut, Plain, Cm rod rod, Plain, Cm rod rod, Red brick, Stuffed with, Block wall, scale:, N.t., concrete, Stuffed with, Block wall, concrete, Concrete template, Concrete template, Wall of, Block, Ramp, concrete, Contratrabe, Running shoe, Zapata, Contratrabe, Perfectly packed in layers of cm. With optimal humidity. Will be made on healthy ground. Concrete template of cm. De f’c, Perfectly packed in layers of cm. With optimal humidity. Shouting will be done on healthy ground cm concrete template. De f’c, Shoe plant, template, Shoe, dice, Wall, column, Shoe notes, The concrete will have a f’c class with volumetric weight of fresh state. The reinforcing steel will have an F ‘and the coating of the rods measured from its end surface will be cm. All rods will carry hooks according to sketches. The shoes would fall off in the resistant layer. The resistance of the terrain is the maximum aggregate size of cm. The minimum depth of slant from the finished floor level will be cm., Shoes, dipstick, Stirrups, Var. No est Not in est. not in, Contratrabe ct, Var. Var. its T. Not in est. not in, dipstick, Stirrups, castle, column, Stirrups, dipstick, Var. No est Not in est. not in, Contratrabe, Running shoe, Zapata, Contratrabe, Perfectly packed in layers of cm. With optimal humidity. Will be made on healthy ground. Concrete template of cm. De f’c, Perfectly packed in layers of cm. With optimal humidity. Shouting will be done on healthy ground cm concrete template. De f’c, Shoe plant, template, Shoe, dice, Wall, column, Shoes, dipstick, Stirrups, Var. No est Not in est. not in, Contratrabe ct, Contratrabe, Running shoe, Perfectly packed in layers of cm. With optimal humidity. Will be made on healthy ground. Concrete template of cm. De f’c, Shoe plant, template, Shoe, dice, Wall, column, Stirrups, Var. No est Not in est. not in, Contratrabe ct, Zapata, Contratrabe, variable, Pre-flattened, Venetian, tile, Of mixture, final, of water, With sand, Reinforced concrete wall, Cut natural ground, Foundation, Type enclosure, Settled with mortar, Court detail walker pool, Stuffed with, Block wall, scale:, N.t., concrete, Stuffed with, Block wall, concrete, Concrete template, Concrete template, Wall of, Block, Ramp, concrete, Arq. Rosalba lorena raminez calderon, Arq.perito:, Plan no., date:, scale:, Quotas, work:, flat:, Location:, owner., draft:, Arming Gildardo Santillan, structural, home, Arq. Rosalba lorena raminez calderon, Arq.perito:, Plan no., date:, scale:, Quotas, work:, flat:, Location:, owner., draft:, Arming Gildardo Santillan, structural, home

Raw text data extracted from CAD file:

3.1 1.15 3.15 5.45 1.55 1.95 1.65 18 3.05 2 6.5 0.9 2.55 15 3.1 1.15 3.15 5.45 1.55 1.95 1.65 18 3.05 2 6.5 0.9 2.55 15 -9.824515254130915 -9.824515254130915 -9.824515254130915 -9.824515254130915 -9.824515254130915 -9.824515254130915 -9.824515254130915 -9.824515254130915 -9.824515254130915 -9.824515254130915 -9.824515254130915 -9.824515254130915 -9.824515254130915 -9.824515254130915 3.1 18 3.05 15 2 1.05 3.4 1.05 0.6 3.85 4.35 0.65 2 1.95 1.15 0.5 3.7 0.6 3.1 3.15 5.45 1.65 18 3.05 6.5 2.55 15 1.15 1.55 1.95 2 0.9 .30 .90 .30 .30 .30 .90 .36 1.08 .36 .36 .36 1.08 n.t. ±0.00 \A1;0.60 \A1;0.61 \A1;0.14 \A1;0.60 \A1;0.61 \A1;0.14 \A1;2.50 \A1;0.20 \A1;2.50 \A1;0.20 n.p.t. + 0.70 Td-1 ZC-1 \A1;0.70 / HASTA LLEGAR A ESTRATO FIRME 0.600000000096145 0.6144916528946851 0.1355083472253114 10x14x28 cms Muro de Tabicón Relleno de tepetate compactado a un 95% de su P.V.S.M \A1;0.40 CORTE DE CASTILLO GENERAL (DE TD A LOSA) Llano del #4 @ 20cm Bastón de varilla del #4 @ 0.40 cm Llano del #4 @ 20cm Bastón de varilla del #4 @ 0.40 cm Varilla del # 4 Estribo del # 2 @ 20cm F'Y: 2530 kg/cm2 F'Y: 4200 kg/cm2 Concreto armado F'C: 250 kg/cm2 Varilla del # 4 Estribo del # 2 @ 20cm F'Y: 2530 kg/cm2 F'Y: 4200 kg/cm2 Concreto armado F'C: 250 kg/cm2 n.p.t. + 0.70 Td-1 ZC-1 \A1;0.70 / HASTA LLEGAR A ESTRATO FIRME 0.600000000096145 0.6144916528946851 0.1355083472253114 10x14x28 cms Muro de Tabicón Relleno de tepetate compactado a un 95% de su P.V.S.M \A1;0.40 CORTE DE TD A LOSA Llano del #4 @ 20cm Bastón de varilla del #4 @ 0.40 cm Llano del #4 @ 20cm Bastón de varilla del #4 @ 0.40 cm Tabique rojo recocido 5 5 5 5 .30 .90 .30 .36 .36 1.08 \A1;VARIABLE \A1;0.40 A relleno con muro de block @15x15cms. var.#3 A escala: 1:20 corte-3 n.t. ±0.00 n.t. ±0.00 n.t. ±0.00 dl-2 dl-2 dl-2 concreto relleno con muro de block concreto 5 0.2000000000000002 0.1999999999999998 0.0499999999999998 0.2000000000000002 0.2000000000000001 0.1500000000000905 0.6500000000000004 0.3249999999999993 0.1499999999999773 0.3250000000000206 f'c=100 kg/cm² plantilla de concreto f'c=100 kg/cm² plantilla de concreto 5 0.15 5 5 5 0.2000000000000455 muro de block 5 rampa de concreto 0.1499999999999773 0.8000000000001819 2.100000000001273 \A1;0.20 \A1;0.05 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.65 \A1;0.33 \A1;0.33 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.20 \A1;0.15 \A1;0.05 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.05 \A1;0.80 \A1;2.10 \A1;0.15 \A1;0.10 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.40 \A1;0.40 \A1;0.30 \A1;1.30 \A1;0.65 \A1;0.65 \A1;0.30 \A1;0.15 \A1;1.20 \A1;0.40 \A1;0.30 \A1;0.30 \A1;1.60 \A1;4.20 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 B C D E F G K A 1 2 4 5 6 7 8 10 11 12 A B C H I K 1 2 3 5 7 8 9 12 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C H I K 1 2 3 5 7 8 9 12 5 5 5 #3 a18 cm #3 a18 cm 5 5 5 4 # 3 3/8" a18 cm CONTRATRABE ZAPATA CORRIDA Z 1 ZAPATA CORRIDA DE COLINDANCIA Z 2 CONTRATRABE - RELLENO PERFECTAMENTE COMPACTADO EN CAPAS DE 30 cm. Y CON HUMEDAD OPTIMA. - DESPLANTE SE HARA SOBRE TERRENO SANO. - PLANTILLA DE CONCRETO DE 10 cm. DE ESPESOR, f'c = 100 Kg/cm2. - RELLENO PERFECTAMENTE COMPACTADO EN CAPAS DE 30 cm. Y CON HUMEDAD OPTIMA. - DESPLANTE SE HARA SOBRE TERRENO SANO - PLANTILLA DE CONCRETO DE 10 cm. DE ESPESOR, f'c = 100 Kg/cm2. ZAPATA PLANTA PLANTILLA ZAPATA DADO MURETE COLUMNA N+0.00 N+0.15 NOTAS DE ZAPATAS 1.- EL CONCRETO TENDRA UN f'c = 25O Kg/cm2, CLASE 1, CON PESO VOLUMETRICO DE 2.20 Ton./m3 EN ESTADO FRESCO. 2.- EL ACERO DE REFUERZO TENDRA UN f'y = 4200 Kg/cm2. 3.- EL RECUBRIMIENTO DE LAS VARILLAS MEDIDO APARTIR DE SU SUPERFICIE EXTREMA SERA DE 4.0 cm. 4.- TODAS LAS VARILLAS LLEVARAN GANCHOS SEGUN CROQUIS. 5.- LAS ZAPATAS SE DESPLANTARAN EN LA CAPA RESISTENTE. 6.- LA RESISTENCIA DEL TERRENO CONCIDERADA ES DE 6.3 Ton./m2. 7.- EL TAMAÑO MAXIMO AGREGADO SERA DE 2.0 cm. 8.- LA PROFUNDIDAD MINIMA DE DESPLANTE RESPECTO AL NIVEL DE PISO TERMINADO SERA DE 80 cm. ZAPATAS 1.00 1.00 .35 .40 1/4 1/2 1/4 .20 .15 VARILLA ESTRIBOS 6 Var. No 4 Est. No 3 a 18.00 en 1/4. Est. No 3 a 18.00 en 1/2. CONTRATRABE CT 2 Var. 1/2" 4 Var. 3/8" Est. No 2 a 12.5 en 1/4. Est. No 2 a 18.00 en 1/2. .20 .15 1/4 1/4 1/2 VARILLA ESTRIBOS CASTILLO K 1 COLUMNA C 1 ESTRIBOS VARILLA 1/2 1/4 1/4 .15 .25 4 Var. No 4 Est. No 2 a 12.5 en 1/4. Est. No 2 a 18.00 en 1/2. CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT Z 1 Z 1 Z 1 Z 1 Z 1 Z 1 Z 1 Z 1 Z 1 Z 1 Z 1 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 5 5 5 #3 a18 cm #3 a18 cm 5 5 5 4 # 3 3/8" a18 cm CONTRATRABE ZAPATA CORRIDA Z 1 ZAPATA CORRIDA DE COLINDANCIA Z 2 CONTRATRABE - RELLENO PERFECTAMENTE COMPACTADO EN CAPAS DE 30 cm. Y CON HUMEDAD OPTIMA. - DESPLANTE SE HARA SOBRE TERRENO SANO. - PLANTILLA DE CONCRETO DE 10 cm. DE ESPESOR, f'c = 100 Kg/cm2. - RELLENO PERFECTAMENTE COMPACTADO EN CAPAS DE 30 cm. Y CON HUMEDAD OPTIMA. - DESPLANTE SE HARA SOBRE TERRENO SANO - PLANTILLA DE CONCRETO DE 10 cm. DE ESPESOR, f'c = 100 Kg/cm2. ZAPATA PLANTA PLANTILLA ZAPATA DADO MURETE COLUMNA N+0.00 N+0.15 ZAPATAS 1.00 1.00 .35 .40 1/4 1/2 1/4 .20 .15 VARILLA ESTRIBOS 6 Var. No 4 Est. No 3 a 18.00 en 1/4. Est. No 3 a 18.00 en 1/2. CONTRATRABE CT 5 5 5 #3 a18 cm CONTRATRABE ZAPATA CORRIDA Z 1 - RELLENO PERFECTAMENTE COMPACTADO EN CAPAS DE 30 cm. Y CON HUMEDAD OPTIMA. - DESPLANTE SE HARA SOBRE TERRENO SANO. - PLANTILLA DE CONCRETO DE 10 cm. DE ESPESOR, f'c = 100 Kg/cm2. ZAPATA PLANTA PLANTILLA ZAPATA DADO MURETE COLUMNA N+0.00 N+0.15 1.00 1.00 .35 .40 1/4 1/2 1/4 .20 .15 ESTRIBOS 6 Var. No 4 Est. No 3 a 18.00 en 1/4. Est. No 3 a 18.00 en 1/2. CONTRATRABE CT 5 5 5 4 # 3 3/8" a18 cm ZAPATA CORRIDA DE COLINDANCIA Z 2 CONTRATRABE 0.70 VARIABLE PREVIO APLANADO VENECIANO CEMENTO-ARENA 1:5 AZULEJO 0.30 DE MEZCLA 0.40 \A1;ACABADO FINAL \A1;NIVEL DE AGUA \A1;0.03 \A1;0.03 \A1;RELLENO CON ARENA MURO DE CONCRETO ARMADO CORTE TERRENO NATURAL \A1;LOSA DE CIMENTACION \A1;PIEDRA TIPO RECINTO ASENTADA CON MORTERO \A1;PASTO CORTE DETALLE ANDADOR ALBERCA relleno con muro de block @15x15cms. var.#3 A escala: 1:20 corte-3 n.t. ±0.00 n.t. ±0.00 n.t. ±0.00 dl-2 dl-2 dl-2 concreto relleno con muro de block concreto 5 5 5 5 5 5 5 5 5 5 5 f'c=100 kg/cm² plantilla de concreto f'c=100 kg/cm² plantilla de concreto 5 0.15 5 5 5 5 muro de block 5 rampa de concreto 5 5 5 Arq. Rosalba Lorena Raminez Calderon ARQ.PERITO: PLANO No. FECHA: ESCALA: COTAS: OBRA: PLANO: UBICACIÓN: PROPIETARIO. PROYECTO: Armando Gildardo Santillan Gallardo ESTRUCTURAL RESIDENCIA A-02 M. ENE./00 1/100 Arq. Rosalba Lorena Raminez Calderon ARQ.PERITO: PLANO No. FECHA: ESCALA: COTAS: OBRA: PLANO: UBICACIÓN: PROPIETARIO. PROYECTO: Armando Gildardo Santillan Gallardo ESTRUCTURAL RESIDENCIA A-02 M. ENE./00 1/100

Language	Spanish
Drawing Type	Detail
Category	Stairways
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Pool, Car Parking Lot
Tags	autocad, construction, cuts, cutting, degrau, DETAIL, details, DWG, échelle, escada, escalier, étape, facade, front, ladder, leiter, POOL, sizing, specification, staircase, stairway, step, stufen, treppe, treppen