Foundation – College In The Jungle – Peru DWG Block for AutoCAD

FOUNDATION – COLLEGE IN THE JUNGLE – PERU

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

foundation beam, sobrecimiento, confinement beam, detail masonry sidewall, columneta, construction board, specifications, concrete :, coatings :, soil carrying capacity :, simple concrete floor, compacted filling with granular material, concrete, gutter , var., reinforced filler, simple concrete sidewalk, type, section, column frame, main steel, stirrups, ceiling beams, beam-column detail, filled with concrete, compacted, structures: foundations classrooms, direction and ss.hh, revised:, plane :, location :, design :, approved, scale :, cc. nn. gereza, santiago river district, condorcanqui-amazonas province, date :, drawing :, project :, sheet :, masonry front wall detail

Raw text data extracted from CAD file:

1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 0.25 4.00 0.25 4.00 0.25 4.00 0.25 4.25 4.25 4.25 0.25 4.00 0.25 4.00 0.25 4.00 0.25 4.25 4.25 4.25 0.25 2.78 0.25 2.78 0.25 3.03 3.03 0.25 2.78 0.25 2.78 0.25 3.03 3.03 1.20 1.20 1.20 1.20 0.25 4.00 4.00 0.25 4.25 4.25 0.25 4.00 0.25 4.00 4.25 4.25 C C Viga de Cimentación Sobrecimiento 2 Ø 3/8″ 0.15 \LCORTE C-C\l 2 Ø 3/8″ 0.15 C C C C C-1 C-1 VS C-3 \LDETALLE DE JUNTA DE COLUMNAS 0,30 Viga de Confinamiento \LDetalle encuentro Viga de Tímpano y Viga Principal C C DETALLE MURO LATERAL DE ALBAÑILERÍA Columneta Viga de Confinamiento C-2 C-2 Columneta 1 Ø 1/4″ @ 3 hiladas 1 Ø 1/4″ @ 3 hiladas e=1″ (Tecknopor) Junta de Construcción 1.20 1.20 1 Ø 1/2″ @ .15 \LZ – 1 ESPECIFICACIONES Zapatas : f’c = 175 kg/cm2 Vigas de conexión : f’c = 175 kg/cm2 Columnas y vigas : f’c = 175 kg/cm2 Sardinel de vereda : f’c = 140 kg/cm2 Cimiento corrido : 1:10 (c:h)+30 Sobrecimiento : f’c = 140 kg/cm2 Falso piso : 1:8 (c:h) Zapatas y vigas de conexión: 7.50 cm Columnas y vigas : 4.00 cm : 0.87 kg/cm2 ACERO: fy = 4,200 kg/cm2 CONCRETO: RECUBRIMIENTOS: CAPACIDAD PORTANTE DEL SUELO: % P.G. \LDETALLE DE CUNETA 1 Ø 1/4″ @ 0.30 Piso de Concreto Simple 0,10 \LDETALLE DE PISO 0,25 Relleno Compactado con Material Granular 0,10 0,27 0,10 0,25 0,10 0,37 0,20 0,10 N.V.T. = +0.15 N.T.N. = 0.00 Hormigon Canaleta 0,10 0,15 VAR. Relleno de Afirmado 0,05 0,30 Vereda de Concreto Simple 1 Ø 1/4″ @ .30 Ø 3/8″: 1 a 0.05, 5 @ 0.10 resto @ 0.25 C-2 C-1 TIPO SECCION CUADRO DE COLUMNAS C-3 Ø 3/8″: 1 a 0.05, 5 @ 0.10 resto @ 0.25 m. b t b t b 0,25 t 0,25 0.15 0.15 0,25 0.15 Acero Principal t b 4 Ø 1/2″ 2 Ø 3/8″ + 4 Ø 3/8″ 4 Ø 1/2″ + 2 d 3/8″ Estribos C-2 C-1 C-2 \A1;0.25 \A1;0.10 SECCION 1-1 0.50 \A1;0.10 \A1;0.25 \A1;0.10 1.20 0.50 NTN +- 0.00 VC-1 ó VC-2 AFIRMADO 0.25 AFIRMADO 0.25 NPT + 0.25 0.20 0.40 \A1;0.70 \A1;0.15 NVT + 0.15 3 Ø 1/2″ TIPO V-1 \A1;0.25 \A1;0.35 SECCION Estribos Ø 3/8″: 1 @ 0.05, 9 @ 0.10 , resto @ 0.20 m. 3 Ø 1/2″ VC-3 0.50 \LSECCION 4-4 AFIRMADO 0.25 AFIRMADO 0.25 NPT + 0.25 0.15 \A1;0.40 \A1;0.10 \A1;0.25 \A1;0.10 1.00 0.50 \A1;0.50 0.15 NTN +- 0.00 NPT + 0.25 NC.=-1.20 S.N.T.N. NC.=-1.00 S.N.T.N. VIGAS DE TECHO 0.70 3 Ø 1/2″ 2 Ø 3/8″ 3 Ø 5/8″ 0.25 Estribos Ø 3/8″: 1 @ 0.05, 11 @ 0.15 resto @ 0.40 m. \LVC-1 \A1;0.50 DETALLE VIGA DE CIMENTACION-COLUMNA 0.30 0.30 Solado(e=3″) 1.20 Ø 1/2″ ; 1 @ 0.15 NC.=-1.575 SNTN C-2 C-2 Sobrecimiento NTN +- 0.00 \A1;0.70 1.575 \A1;0.40 Sobrecimiento 0.40 \A1;0.70 \A1;0.25 0.075 0.30 Relleno Compactado con Material Granular Ø 1/4″: 1 a 0.05, resto @ 0.20 m Estribos Ø 1/4″: 1 @ 0.20 m 0,10 2 Ø 3/8″ Estribos: Sd1/4″@.25m 2 Ø 3/8″ Estribos: Sd1/4″@.25m 1.00 \LZ – 2 1.00 1 Ø 1/2″ @ .20 NPT + 0.25 \A1;0.10 0.90 SECCION 5-5 AFIRMADO 0.25 AFIRMADO 0.25 NC.=-0.90 SNPT NVT + 0.25 0.15 \A1;0.40 0.40 \A1;0.50 \A1;0.15 NTN +- 0.00 0.40 VC-5 \A1;0.10 \A1;0.25 2 Ø 1/2″ 2 Ø 3/8″ 0.40 0.15 1 @ 0.05, Estribos Ø 1/4″: Resto @ 0.20 m. 0.50 2Ø1/2″+1d3/8″ 2 Ø 3/8″ 3 Ø 1/2″ 0.25 Estribos Ø 3/8″: 1 @ 0.05, 11 @ 0.15 resto @ 0.40 m. \LVC-3 \A1;0.10 SECCION 2-2 0.50 \A1;0.10 \A1;0.25 \A1;0.10 1.00 0.50 NTN +- 0.00 AFIRMADO 0.25 AFIRMADO 0.25 NPT + 0.25 0.20 0.40 0.50 \A1;0.15 NVT + 0.15 NC.=-1.00 S.N.T.N. 2 Ø 3/8″ Estribos: Sd1/4″@.25m \A1;0.10 SECCION 3-3 0.50 \A1;0.10 \A1;0.25 \A1;0.10 1.00 0.50 NTN +- 0.00 VC-4 AFIRMADO 0.25 AFIRMADO 0.25 NPT + 0.25 0.20 0.50 NVT + 0.15 NC.=-1.00 S.N.T.N. \LVC-5 NVT + 0.15 SECCION 6-6 AFIRMADO 0.25 AFIRMADO 0.25 NC.=-0.50 SNPT NVT + 0.15 \A1;0.40 \A1;0.50 \A1;0.15 NTN +- 0.00 0.40 \A1;0.25 0.15 Relleno con hormigón compactado 0.15 Relleno con hormigón compactado VC-3 ó VC-4 0.15 Relleno con hormigón compactado 0.15 Relleno con hormigón compactado 2 Ø 3/8″ Estribos: Sd1/4″@.25m 0.15 Relleno con hormigón compactado 2 Ø 3/8″ Estribos: Sd1/4″@.25m Relleno con hormigón compactado 0.70 2Ø1/2″+1d3/8″ 2 Ø 3/8″ 3 Ø 5/8″ 0.25 Estribos Ø 3/8″: 1 @ 0.05, 11 @ 0.15 resto @ 0.40 m. \LVC-2 0.50 2Ø1/2″ 2 Ø 3/8″ 3 Ø 1/2″ 0.25 Estribos Ø 3/8″: 1 @ 0.05, 11 @ 0.15 resto @ 0.40 m. \LVC-4 ESTRUCTURAS: CIMENTACION AULAS, DIRECCION Y SS.HH Revisado: Plano: Ubicacion: Diseño: Aprobado Escala: CC. NN. GEREZA, DISTRITO DE RÍO SANTIAGO, PROVINCIA CONDORCANQUI-AMAZONAS Fecha: Dibujo: Proyecto: 1/75 PE-01 Lamina: SETIEMBRE DE 2012 3 C-1 C-1 Z-1 VC – 1 VC – 2 VC – 2 1 1 5 5 5 5 5 5 5 5 C 5 5 C-2 C-2 VC – 2 VC – 2 5 4 5 6 B A C B A 3 4 5 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VC – 1 VC – 1 1 1 1 1 1 C-1 C-2 C-2 C-2 C-2 C-2 C-1 C-2 Z-1 Z-1 Z-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-2 Z-1 Z-1 Z-1 Z-1 VC – 1 1 VC – 1 VC – 1 1 1 1 1 1 C-3 C-3 1 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Sobrecimiento Viga de Cimentación C C C C C-1 C C C C DETALLE MURO FRONTAL DE ALBAÑILERÍA 1 Ø 1/4″ @ 3 hiladas 0.70 C-3 VP C-1 1 Ø 1/4″ @ 3 hiladas A1 …..1/75 1 C-1 C-1 VC – 1 VC – 2 VC – 2 C-3 1 1 5 5 5 5 \LCIMENTACION – AULAS Y DIRECCION 2 1 2 5 5 5 5 5 5 5 5 5 5 5 5 VC – 1 1 1 1 C-2 C-2 C-2 C-2 C-1 Z-1 Z-1 C-1 C-2 C-2 C-2 C-2 C-1 Z-1 Z-1 VC – 1 1 VC – 1 1 1 1 1 1 1 C-2 C-3 C-2 C-2 ESC : 1/75 VC – 4 2 2 VC – 4 VC – 4 2 2 VC – 4 4 4 Z-2 Z-2 Z-2 C-1 C-2 C-2 C-1 Z-2 C-2 C-1 Z-2 C-2 C-2 C-2 C-2 C-1 C-2 C-1 C-2 C-2 C-2 C-1 Z-2 \A1;0.25 \A1;2.50 \A1;2.75 \A1;2.75 3.37 3.37 \A1;0.25 \A1;0.25 \A1;2.50 \A1;0.25 3.12 \A1;0.25 \A1;0.25 3.12 \A1;0.25 C-2 C-2 VC – 3 VC – 3 VC – 3 VC – 3 VC – 3 2 2 2 2 5 5 2 2 5 5 5 5 5 5 2 2 2 2 2′ 1′ 2′ 1′ A’ B’ C’ \A1;0.25 \A1;2.50 \A1;0.25 2.75 \A1;2.75 \A1;2.50 \A1;0.25 C’ B’ A’ C-2 P-1 \A1;0.40 \A1;0.50 6 6 \A1;0.40 \A1;0.40 \A1;0.40 6 6 P-1 \A1;1.00 1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 4 4 \LCIMENTACION DE SS.HH ESC : 1/75 6 6 3 3 2 2 3 3