Concrete Structure DWG Block for AutoCAD

FOUNDATION; CHAIN; COLUMN.

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

foundation plant, esc:, plinto tipo, esc:, flat cutting type, esc:, type, types of iron, of plinths columns, of the construccionde the construction, new architecture, of new craftsmen, project:, plant foundation detail plinth plintos picture, content:, I quit Ecuador, location:, fifth, course:, parallel:, indicated, scale:, March, date:, lamina:, observations:, arq. clay, teacher:, raul cuichan maria pomaquiza lorena rosemary, students:, second, quarter:, of plinths, chain, esc:, chain, compacted, earth, replantillo, chain, concrete cyclope, concrete stone, in c, foundation, simple concrete, in c, chain, mm cm., mm cm., column box, type, axes, armor, esc., coatings in columns, stirrup, column, scale, without, reduction in columns. detail, see note, mezzanine, reduction, see note, mezzanine, covered, mezzanine, contrapiso, mm cm, mm cm., concrete cyclope, concrete stone, in c, foundation, simple concrete, in c, chain, mm cm., mm cm., mm cm., mezzanine, covered, mezzanine, contrapiso, mm cm, mezzanine, covered, mezzanine, contrapiso, mm cm, mezzanine, covered, mezzanine, contrapiso, mm cm, mezzanine, covered, mezzanine, contrapiso, mm cm, mm cm., mm cm., foundation plant, esc:, of the construccionde the construction, new architecture, of new craftsmen, project:, plant cementation detail chain picture columns, content:, I quit Ecuador, location:, fifth, course:, parallel:, indicated, scale:, March, date:, lamina:, arq. clay, teacher:, raul cuichan maria pomaquiza lorena rosemary, students:, second, quarter:, cut axle, esc:, cut axle, esc:, chain detail, esc:, detail beam type, esc:, detail beam type, esc:, of the construccionde the construction, new architecture, of new craftsmen, project:, plant cementation detail chain picture columns, content:, I quit Ecuador, location:, fifth, course:, parallel:, indicated, scale:, March, date:, lamina:, arq. clay, teacher:, raul cuichan maria pomaquiza lorena rosemary, students:, second, quarter:, floorbreak plant, esc:, beam, esc hor:, see see, esc hor:, see see, section column, esc:, cut, esc:, cut, esc:, cut, esc:

Raw text data extracted from CAD file:

3,30 7,35 3,30 25,00 13,75 5,00 5,00 5,00 5,00 5,00 \A1;H \A1;b \A1;a \A1;a \A1;h' \A1;h \A1;r PLANTA DE CIMENTACION ESC: 1:100 PLINTO TIPO ESC: 1:20 CORTE PLINTO TIPO ESC: 1:20 TIPO I a g g TIPOS DE HIERROS \LPREDIMENSIONAMIENTO DE PLINTOS Y COLUMNAS \W8.31417; \LTECNOLOGIA DE LA CONSTRUCCIONDE LA CONSTRUCCION \W7.74941; \fTimes New Roman|b1|i0|c0|p18;\LFACULTAD DE ARQUITECTURA "FEDERACION DE ARTESANOS DE PICHINCHA\fTimes New Roman|b1|i0|c0|p18;" E 1 1 PROYECTO: - PLANTA CIMENTACION - DETALLE PLINTO - CUADRO DE PLINTOS CONTENIDO: QUITO - ECUADOR UBICACION: QUINTO CURSO: 2 PARALELO: INDICADA ESCALA: 22 / MARZO / 2011 FECHA: LAMINA: OBSERVACIONES: ARQ. 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As X \W7.56959; As Y C1 P1 C1 P1 C1 P1 C1 P1 C1 P1 C1 P1 C1 P1 C1 C2 P2 C2 P2 C2 P2 C2 P2 C3 P4 C4 P4 C4 P3 C3 P3 C3 P3 C3 P3 C3 P3 C3 P3 C3 P3 C3 P3 P4 C4 P4 C4 As X As Y 5 5 CADENA 0.25x0.35 CADENA 0.25x0.35 CADENA 0.25x0.35 CADENA 0.25x0.35 CADENA 0.25x0.35 CADENA 0.25x0.35 CADENA 0.25x0.35 CADENA 0.25x0.35 CADENA 0.25x0.35 CADENA 0.25x0.35 5 5 HORMIGON CICLOPEO 60% PIEDRA 40% HORMIGON 6 d 14 mm E Ø 8 mm @ 0.10 m - 0.20 m f'c = 180 kg/cm² CIMIENTO Y Y 5 5 5 6 d 14 mm E Ø 8 mm @ 0.10 m - 0.20 m 8 d 16 mm E Ø 8 mm @ 0.10 m - 0.20 m 5 5 4 d 16 mm E Ø 8 mm @ 0.10 m - 0.20 m 5 4 d 18 mm E Ø 8 mm @ 0.10 m - 0.20 m 5 5 5 5 HORMIGON SIMPLE f'c = 210 kg/cm² CADENA 5 8 d 16 mm E Ø 8 mm @ 0.10 m - 0.20 m 5 5 8 d 16 mm E Ø 8 mm @ 0.10 m - 0.20 m 5 1ø 16mm 1ø 16mm B C D A 5 5 5 1ø 16mm 5 5 5 5 5 5 E Ø 8 mm @ 10 cm. E \H1.083x;Ø 8 mm @ 20 cm. E Ø 8 mm @ 10 cm. E Ø 8 mm @ 10 cm. E Ø 8 mm @ 10 cm. E \H1.083x;Ø 8 mm @ 20 cm. 1ø 16mm 1ø 16mm 1ø 16mm 2ø 16mm 2 ø 16mm 5 5 5 10 d 16 mm E Ø 8 mm @ 0.10 m - 0.20 m 5 1 2 3 4 5 6 5 5 5 5 5 5 8 d 16 mm E Ø 8 mm @ 0.10 m - 0.20 m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E Ø 8 mm @ 10 cm. E \H1.083x;Ø 8 mm @ 20 cm. E Ø 8 mm @ 10 cm. E Ø 8 mm @ 10 cm. E \H1.083x;Ø 8 mm @ 20 cm. E Ø 8 mm @ 10 cm. E Ø 8 mm @ 10 cm. E \H1.083x;Ø 8 mm @ 20 cm. E Ø 8 mm @ 10 cm. E Ø 8 mm @ 10 cm. E \H1.083x;Ø 8 mm @ 20 cm. E Ø 8 mm @ 10 cm. E Ø 8 mm @ 10 cm. E \H1.083x;Ø 8 mm @ 20 cm. E Ø 8 mm @ 10 cm. 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 CUADRO DE COLUMNAS TIPO EJES No ARMADURA C1 B (2,3,4,5) C (2,3,4,5) 8 5 5 10 d 20 mm E Ø 8 mm @ 0.10 m - 0.20 m 8 d 18 mm E Ø 8 mm @ 0.10 m - 0.20 m C2 B (1,6) C (1,6) 4 C3 A (2,3,4,5) D (2,3,4,5) 8 C4 A (1,6) D (1,6) 4 B C D A 5 5 5 1 2 3 4 5 6 5 5 5 5 5 VIGA1 0.25x0.70 VIGA2 0.25x0.50 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 VIGA2 0.25x0.50 VIGA2 0.25x0.50 VIGA2 0.25x0.50 VIGA1 0.25x0.70 VIGA1 0.25x0.70 VIGA1 0.25x0.70 VIGA1 0.25x0.70 VIGA1 0.25x0.70 5 5 5 5 5 5 5 5 5 5 1:5 ESC. RECUBRIMIENTOS EN COLUMNAS 2 2 ESTRIBO 4 COLUMNA ESCALA SIN REDUCCION EN COLUMNAS. DETALLE VER NOTA 10 10 ENTREPISO REDUCCION REDUCCION 10 10 VER NOTA ENTREPISO ENTREPISO N +9.60 CUBIERTA N +12.80m ENTREPISO N +6.40 ENTREPISO N +3.20 ENTREPISO N +/- 0.00 CONTRAPISO N -3.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 10 mm @ 15 cm 5 5 5 5 E Ø 8 mm @ 10 cm. E \H1.083x;Ø 8 mm @ 20 cm. E Ø 8 mm @ 10 cm. 1ø 16mm 1ø 16mm 1ø 16mm 1ø 16mm 1ø 16mm 2 ø 16mm 1ø 16mm 1ø 16mm 1ø 16mm 1ø 16mm 1ø 16mm 1ø 16mm 1ø 16mm 2ø 16mm 2ø 16mm 5 5 5 5 HORMIGON CICLOPEO 60% PIEDRA 40% HORMIGON 6 d 14 mm E Ø 8 mm @ 0.10 m - 0.20 m f'c = 180 kg/cm² CIMIENTO HORMIGON SIMPLE f'c = 210 kg/cm² CADENA X X 1ø 16mm 1ø 16mm B C D A 5 5 5 1ø 16mm 5 5 5 5 5 5 E Ø 8 mm @ 10 cm. E \H1.083x;Ø 8 mm @ 20 cm. E Ø 8 mm @ 10 cm. E Ø 8 mm @ 10 cm. E Ø 8 mm @ 10 cm. E \H1.083x;Ø 8 mm @ 20 cm. 1ø 16mm 1ø 16mm 1ø 16mm 2ø 16mm 2 ø 16mm 0.70 5 5 5 5 5 5 5 E Ø 8 mm @ 10 cm. E \H1.083x;Ø 8 mm @ 20 cm. E Ø 8 mm @ 10 cm. 1ø 16mm 1 2 3 4 5 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E Ø 8 mm @ 10 cm. E \H1.083x;Ø 8 mm @ 20 cm. E Ø 8 mm @ 10 cm. E Ø 8 mm @ 10 cm. E \H1.083x;Ø 8 mm @ 20 cm. E Ø 8 mm @ 10 cm. E Ø 8 mm @ 10 cm. E \H1.083x;Ø 8 mm @ 20 cm. E Ø 8 mm @ 10 cm. E Ø 8 mm @ 10 cm. E \H1.083x;Ø 8 mm @ 20 cm. E Ø 8 mm @ 10 cm. E Ø 8 mm @ 10 cm. E \H1.083x;Ø 8 mm @ 20 cm. E Ø 8 mm @ 10 cm. 5 5 5 5 5 5 1ø 16mm 1ø 16mm 1ø 16mm 1ø 16mm 1ø 16mm 2 ø 16mm 1ø 16mm 1ø 16mm 1ø 16mm 1ø 16mm 1ø 16mm 1ø 16mm 2ø 16mm 2ø 16mm 0.70 0.50 0.50 C C C C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10 d 20 mm E Ø 8 mm @ 0.10 m - 0.20 m 1 1 ENTREPISO N +9.60 CUBIERTA N +12.80m ENTREPISO N +6.40 ENTREPISO N +3.20 ENTREPISO N +/- 0.00 CONTRAPISO N -3.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 10 mm @ 15 cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 2 ENTREPISO N +9.60 CUBIERTA N +12.80m ENTREPISO N +6.40 ENTREPISO N +3.20 ENTREPISO N +/- 0.00 CONTRAPISO N -3.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 10 mm @ 15 cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 ENTREPISO N +9.60 CUBIERTA N +12.80m ENTREPISO N +6.40 ENTREPISO N +3.20 ENTREPISO N +/- 0.00 CONTRAPISO N -3.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 10 mm @ 15 cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 d 16 mm E Ø 8 mm @ 0.10 m - 0.20 m 5 4 d 18 mm E Ø 8 mm @ 0.10 m - 0.20 m 5 5 5 5 5 5 10 d 20 mm E Ø 8 mm @ 0.10 m - 0.20 m 8 d 18 mm E Ø 8 mm @ 0.10 m - 0.20 m 4 4 ENTREPISO N +9.60 CUBIERTA N +12.80m ENTREPISO N +6.40 ENTREPISO N +3.20 ENTREPISO N +/- 0.00 CONTRAPISO N -3.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 10 cm E Ø 8 mm @ 20 cm E Ø 8 mm @ 10 cm E Ø 10 mm @ 15 cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1ø 16mm 1ø 16mm B C D A 5 5 5 1ø 16mm 5 5 5 5 5 5 E Ø 8 mm @ 10 cm. E \H1.083x;Ø 8 mm @ 20 cm. E Ø 8 mm @ 10 cm. E Ø 8 mm @ 10 cm. E Ø 8 mm @ 10 cm. E \H1.083x;Ø 8 mm @ 20 cm. 1ø 16mm 1ø 16mm 1ø 16mm 2ø 16mm 2 ø 16mm 5 5 5 5 5 5 5 5 5 E Ø 8 mm @ 10 cm. E \H1.083x;Ø 8 mm @ 20 cm. E Ø 8 mm @ 10 cm. 1ø 16mm A A PLANTA DE CIMENTACION ESC: 1:75 \W8.31417; \LTECNOLOGIA DE LA CONSTRUCCIONDE LA CONSTRUCCION \W7.74941; \fTimes New Roman|b1|i0|c0|p18;\LFACULTAD DE ARQUITECTURA "FEDERACION DE ARTESANOS DE PICHINCHA\fTimes New Roman|b1|i0|c0|p18;" E 1 1 PROYECTO: - PLANTA CIMENTACION - DETALLE CADENA - CUADRO DE COLUMNAS CONTENIDO: QUITO - ECUADOR UBICACION: QUINTO CURSO: 2 PARALELO: INDICADA ESCALA: 30 / MARZO / 2011 FECHA: LAMINA: ARQ. LONDOÑO PROFESOR: - RAUL CUICHAN - MARIA POMAQUIZA - LORENA ROMERO ESTUDIANTES: SEGUNDO TRIMESTRE: CORTE X-X´ - EJE A ESC: 1:10 CORTE Y-Y´ EJE C ESC: 1:10 DETALLE CADENA ESC: 1:10 DETALLE VIGA TIPO 1 ESC: 1:10 DETALLE VIGA TIPO 2 ESC: 1:10 \W8.31417; \LTECNOLOGIA DE LA CONSTRUCCIONDE LA CONSTRUCCION \W7.74941; \fTimes New Roman|b1|i0|c0|p18;\LFACULTAD DE ARQUITECTURA "FEDERACION DE ARTESANOS DE PICHINCHA\fTimes New Roman|b1|i0|c0|p18;" E 1 1 PROYECTO: - PLANTA CIMENTACION - DETALLE CADENA - CUADRO DE COLUMNAS CONTENIDO: QUITO - ECUADOR UBICACION: QUINTO CURSO: 2 PARALELO: INDICADA ESCALA: 30 / MARZO / 2011 FECHA: LAMINA: ARQ. LONDOÑO PROFESOR: - RAUL CUICHAN - MARIA POMAQUIZA - LORENA ROMERO ESTUDIANTES: SEGUNDO TRIMESTRE: PLANTA ESTREPISO ESC: 1:100 VIGA A,B,C,D VIGA 1,2,3,4,5,6 ESC HOR: 1:50 ESC VER : 1:30 ESC HOR: 1:50 ESC VER : 1:30 COLUMNA SECCION B-4 ESC: 1:50 CORTE A-A´ ESC: 1:10 CORTE B-B´ ESC: 1:10 CORTE C-C´ ESC: 1:10

Language	N/A
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, block, chain, column, concrete, DWG, formwork, FOUNDATION, reinforced concrete, schalung, stahlbeton, structure