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

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

Language	Spanish
Drawing Type	Block
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, College, DWG, FOUNDATION, jungle, library, PERU, projects, school, university