Production Technical Education Center July C Tello DWG Block for AutoCAD

Production Technical Education Center July C Tello DWG Block for AutoCAD

infrastructures – TECHNICAL SCHOOL PRODUCTION.

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

false shoe, shoe sole, concrete, insulated shoes, running shoes, retaining walls, walls, tank, elevated tank and ladder, columns and partition beams, technical specifications, foundation, overburden, columns, steel, coatings, flat beams , overloads, masonry, will be made with kk clay bricks from the area, – construction process: the masonry walls will be built according to the details indicated in the corresponding sheets, lightened, solid slabs, elevated tank, banked beams, shoe emptied on flooring, footing cast on earth, cyclopean, in reinforcement, detail of bending, in stirrups, longitudinal, cut aa, nfp., cut bb, cut cc, cut solid slab, teachers room, topical, address, secretary, sub address, guardiania, head of production, administrative headquarters, ss.hh ladies, sidewalk, auditorium, platform, kitchen, ss.hh. males, ceiling projection, parquet floor, corridor, ceramic floor, floor majolica, type, width, height, sill, material, frame, doors, double sheet, plywood, windows, classroom – workshop: carpentry, classroom – workshop: mechanical production, classroom: transversal, classroom – workshop: baking specialty, sliding door, high traffic floor, sidewalks, main elevation, secondary elevation, lateral elevation, catwalk, architecture, deposit, ss.hh. ladies, costumes, men’s clothing, ladies’ clothing, sliding, s.s.h.h var., stage, bakery workshop, classroom cross-sectional, mechanical production workshop, carpentry workshop, sky reasonable, ladies s.h.h.

Raw text data extracted from CAD file:

Estribos Ø 3/8, 5 @ 0.05, 5 @ 0.10, 5 @ 0.15, resto @ 0.20 (1er y 2do Piso) 5 5 5 5 5 C3 Estribos Ø 3/8, 5 @ 0.05, 5 @ 0.10, 5 @ 0.15, resto @ 0.20 (1er y 2do Piso) 5 5 5 5 5 5 5 5 C2 Estribos Ø 3/8, 5 @ 0.05, 5 @ 0.10, 5 @ 0.15, resto @ 0.20 (1er y 2do Piso) 5 5 5 5 5 5 5 5 C1 Estribos Ø 3/8, 5 @ 0.05, 5 @ 0.10, 5 @ 0.15, resto @ 0.20 (1er y 2do Piso) 5 5 5 5 5 5 5 C4 Estribos Ø 3/8, 5 @ 0.05, 5 @ 0.10, 5 @ 0.15, resto @ 0.20 (1er y 2do Piso) 5 5 5 5 5 5 5 C5 5 5 5 1 : 12 + 30% PG. 6" max. e = 10 cm f'c = 175 kg/cm2 f'c = 175 kg/cm2 FALSA ZAPATA SOLADO DE ZAPATA CONCRETO ZAPATAS AISLADAS, ZAPATAS CORRIDAS, MUROS DE CONTENCION, MUROS DE CORTE (PLACAS), VIGAS, LOSAS ALIGERADAS, LOSAS MACIZAS, CISTERNA, TANQUE ELEVADO Y ESCALERA COLUMNETAS Y VIGAS DE TABIQUERIA ESPECIFICACIONES TECNICAS 1 : 10 + 30% PG. 6" max. 1 : 8 + 25% PM. 3" max. 7.5 cm 5.0 cm 1.5 cm 2.5 cm 5.0 cm 7.5 cm AZOTEA = 150 kg/m2 CORREDORES Y ESCALERA = 200 kg/m2 2.5 cm 5.0 cm CIMIENTO CORRIDO SOBRECIMIENTO COLUMNAS ACERO RECUBRIMIENTOS VIGAS CHATAS CISTERNA = 200 kg/m2 1ºPISO - 2ºPISO = 200 kg/m2 MORTERO 1:5 C:H SOBRECARGAS ALBAÑILERIA SE REALIZARA CON LADRILLOS K.K DE ARCILLA DE LA ZONA - PROCESO CONSTRUCTIVO: LOS MUROS DE ALBAÑILERIA SE CONSTRUIRAN SEGUN LOS DETALLES INDICADOS EN LAS LAMINAS CORRESPONDIENTES MURO DE CONTENCION y/o MUROS DE CORTE EN CONTACTO CON EL SUELO MURO DE CONTENCION y/o MUROS DE CORTE PROTEGIDO POR REVESTIMIENTO ALIGERADOS, LOSAS MACIZAS, TANQUE ELEVADO VIGAS PERALTADAS ZAPATA VACIADO SOBRE SOLADO ZAPATA VACIADO SOBRE TIERRA Fy = 4200 kg/cm2 CAPACIDAD PORTANTE DEL TERRENO = 1.90 kg / cm2 ESPESOR DE JUNTAS: e = 1.5 cm (maximo) CONCRETO f'c = 175 kg/cm2 CICLOPEO 90° D L EN ARMADURAS DETALLE DE DOBLEZ 135° D L EN ESTRIBOS DETALLE DE DOBLEZ ESC. S/E ESC. S/E LONGITUDINALES L D EN ESTRIBOS A 180º DETALLE DE DOBLEZ ESC. S/E CORTE A-A CIMIENTO: 1:10+30%P.G. max: 6" SOBRECIMIENTO: 1:8+25%P.M. max: 3" NFP. NFP. NFP. CORTE B-B CORTE C-C 5 5 5 5 5 90° D L EN ARMADURAS DETALLE DE DOBLEZ ESC. S/E LONGITUDINALES 135° D L EN ESTRIBOS DETALLE DE DOBLEZ ESC. S/E L D EN ESTRIBOS A 180º DETALLE DE DOBLEZ ESC. S/E 1 0.6 1.6 1.2 1 0.6 1.6 1.2 1 0.6 1.5 0.68 0.25 1 0.6 1.5 1.25 0.25 1.6 3.1 0.2 0.6 0.4 0.4 3.1 0.2 0.4 0.4 3.1 0.2 0.4 0.4 3.1 0.2 3.1 0.2 1 0.6 CORTE LOSA MACISA 0.10 0.26 1.6 3.1 0.2 0.18 0.10 0.25 0.16 0.37 1.6 3.1 1 0.5 -39.15951398079642 -39.15951398079642 -39.15951398079642 -39.15951398079642 -39.15951398079642 -39.15951398079642 -39.15951398079642 1 0.6 1.6 1.2 1 0.6 1.6 1.2 1 0.6 1.5 0.68 1 0.6 1.5 1.25 0.25 1.6 3.1 0.2 0.6 0.4 0.4 3.1 0.2 3.1 0.2 3.1 0.2 3.1 0.2 0.6 0.4 0.4 0.4 0.4 0.25 Estribos Ø 3/8, 5 @ 0.05, 5 @ 0.10, 5 @ 0.15, resto @ 0.20 (1er y 2do Piso) -20.86574098974927 -20.86574098974927 -20.86574098974927 -20.86574098974927 -20.86574098974927 C3 Estribos Ø 3/8, 5 @ 0.05, 5 @ 0.10, 5 @ 0.15, resto @ 0.20 (1er y 2do Piso) -20.86574098974927 -20.86574098974927 -20.86574098974927 -20.86574098974927 -20.86574098974927 -20.86574098974927 C2 Estribos Ø 3/8, 5 @ 0.05, 5 @ 0.10, 5 @ 0.15, resto @ 0.20 (1er y 2do Piso) -20.86574098974927 -20.86574098974927 -20.86574098974927 -20.86574098974927 -20.86574098974927 -20.86574098974927 C1 Estribos Ø 3/8, 5 @ 0.05, 5 @ 0.10, 5 @ 0.15, resto @ 0.20 (1er y 2do Piso) -20.86574098974927 -20.86574098974927 -20.86574098974927 -20.86574098974927 -20.86574098974927 -20.86574098974927 C4 Estribos Ø 3/8, 5 @ 0.05, 5 @ 0.10, 5 @ 0.15, resto @ 0.20 (1er y 2do Piso) -20.86574098974927 -20.86574098974927 -20.86574098974927 -20.86574098974927 -20.86574098974927 -20.86574098974927 -20.86574098974927 C5 -20.86574098974927 -20.86574098974927 -20.86574098974927 -20.86574098974927 -20.86574098974927 -20.86574098974927 -20.86574098974927 \A1;3.80 \A1;5.80 \A1;.40 \A1;.40 \A1;2.93 \A1;3.00 \A1;.40 \A1;.40 \A1;4.54 \A1;4.54 \A1;4.89 \A1;4.89 \A1;4.54 \A1;4.54 \A1;4.54 \A1;4.54 \A1;2.08 \A1;4.89 \A1;4.89 \A1;3.00 \A1;.40 \A1;2.08 \A1;2.08 \A1;4.14 \A1;4.14 \A1;4.49 \A1;3.00 \A1;4.49 \A1;4.14 \A1;4.14 \A1;3.80 \A1;.40 \A1;5.40 \A1;.40 \A1;3.80 \A1;5.80 \A1;10.00 \A1;.40 \A1;.63 \A1;1.50 \A1;1.02 \A1;1.50 \A1;.65 \A1;.40 \A1;.64 \A1;1.00 \A1;1.61 \A1;.15 \A1;1.20 \A1;1.00 \A1;.55 \A1;.40 \A1;.70 \A1;1.00 \A1;.63 \A1;.15 \A1;.50 \A1;1.50 \A1;.33 \A1;.40 \A1;.82 \A1;1.50 \A1;.63 \A1;.40 \A1;3.35 \A1;5.20 \A1;5.20 \A1;4.85 \A1;20.00 \A1;.40 \A1;5.45 \A1;.40 \A1;1.36 \A1;2.04 \A1;1.40 \A1;.40 \A1;4.80 \A1;.40 \A1;1.40 \A1;1.00 \A1;.55 \A1;.40 \A1;3.35 \A1;5.20 \A1;5.20 \A1;5.88 \A1;20.00 \A1;12.40 \A1;.40 \A1;3.40 \A1;.40 \A1;5.40 \A1;.40 \A1;5.80 \A1;3.80 \A1;10.00 \A1;3.00 \A1;2.75 \A1;.20 \A1;2.75 \A1;2.75 \A1;3.00 \A1;.10 \A1;.20 \A1;7.65 \A1;.25 \A1;3.17 \A1;.25 \A1;.50 \A1;.20 \A1;1.00 \A1;.40 \A1;.20 \A1;.20 \A1;.60 \A1;.20 \A1;.50 \A1;.20 \A1;.95 \A1;.25 \A1;4.95 \A1;.25 \A1;.65 \A1;.15 \A1;.15 \A1;20.40 0.4 \A1;.25 \A1;.25 \A1;.25 \A1;12.00 \A1;3.40 \A1;.40 \A1;.40 \A1;5.40 \A1;.40 \A1;1.75 \A1;.25 \A1;.40 \A1;.40 \A1;.40 \A1;18.56 \A1;.25 \A1;.78 \A1;2.80 \A1;.78 \A1;.25 \A1;4.29 \A1;.25 \A1;4.29 \A1;.25 \A1;2.82 \A1;.40 \A1;4.49 \A1;.40 \A1;4.49 \A1;.40 \A1;1.75 \A1;.25 \A1;12.17 \A1;3.00 \A1;.20 \A1;2.75 \A1;3.00 \A1;.20 \A1;2.75 \A1;1.70 \A1;7.65 \A1;7.65 \A1;3.50 \A1;.20 \A1;3.00 \A1;.10 \A1;1.30 \A1;3.50 \A1;.20 \A1;3.00 \A1;.10 \A1;1.30 \A1;8.10 \A1;3.00 \A1;1.60 \A1;.85 \A1;1.60 \A1;.70 \A1;1.14 \A1;2.60 \A1;1.50 \A1;.70 \A1;.40 \A1;.94 \A1;1.60 \A1;.78 \A1;1.50 \A1;.63 \A1;.40 \A1;.40 \A1;.61 \A1;1.07 \A1;.91 \A1;.60 \A1;.40 \A1;2.00 \A1;.95 \A1;.40 \A1;4.54 \A1;4.54 \A1;18.56 \A1;4.49 \A1;4.49 \A1;.51 \A1;.51 \A1;.57 \A1;12.17 \A1;1.75 \A1;.25 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.40 \A1;.40 \A1;4.49 \A1;.40 \A1;4.49 \A1;.40 \A1;1.75 \A1;.25 \A1;.40 \A1;12.17 \A1;8.10 \A1;8.10 \A1;3.50 \A1;.20 \A1;3.00 \A1;1.30 \A1;.10 \A1;1.70 \A1;.90 \A1;7.65 \A1;6.15 \A1;.10 \A1;6.05 SALA DE DOCENTES TOPICO DIRECCION SECRETARIA SUB DIRECCION GUARDIANIA JEFATURA DE PRODUCCION JEFATURA ADMINISTRATIVA SS.HH DAMAS VEREDA AUDITORIO ESTRADO 5 COCINA SS.HH. VARONES 4 3 2 1 5 4 3 2 1 5 proyeccion de techo proyeccion de techo PISO PARQUET PISO PARQUET PISO PARQUET PISO PARQUET PISO PARQUET PISO PARQUET PISO PARQUET PASILLO PISO CERAMICO PISO MAYOLICA PISO PARQUET 5 A B C 5 4 3 2 1 B A B C 5 5 5 5 5 5 D D 5 1RA PLANTA B PISO PARQUET B B 5 4 3 2 1 2DA PLANTA C C C C TIPO ANCHO ALTO ALFEIZAR MATERIAL V1 1.50 1.90 1.00 V2 1.00 1.90 1.00 V3 0.60 2.00 V4 1.50 1.20 V5 1.50 1.80 0.90 1.00 0.60 VIDRIO C/ MARCO METALICO CUADRO DE PUERTAS TIPO ANCHO ALTO MATERIAL P1 0.90 2.10 P2 1.60 P3 0.90 ALUMINIO/VIDRIO 2.10 2.10 DOBLE HOJA CONTRAPLACADO CUADRO DE VENTANAS TIPO ANCHO ALTO ALFEIZAR MATERIAL V6 4.30 0.60 1.20 V7 5.20 0.60 1.20 V8 0.50 0.55 0.50 VIDRIO C/ MARCO METALICO ESCALA 1 / 50 ESCALA 1 / 50 AULA - TALLER: CARPINTERIA AULA - TALLER: MECANICA DE PRODUCCION GRADAS DE ACCESO AL 2DO PISO VEREDA AULA DE CLASES: TRANSVERSALES AULA - TALLER: ESPECIALIDAD DE PANIFICACIÓN PUERTA CORREDIZA proyeccion de techo proyeccion de techo 4 3 2 1 7 6 5 9 8 12 11 10 PISO CERAMICO ALTO TRANSITO 13 14 15 16 17 18 19 20 21 4 3 1 2 7 5 6 9 8 12 11 10 13 14 15 16 17 18 19 20 21 5 5 1 2 4 3 5 5 5 5 A B C D 5 5 5 5 1 2 4 3 5 5 5 5 A B C D C 5 5 5 5 5 5 1RA PLANTA VEREDAS 2DA PLANTA CUADRO DE VENTANAS TIPO ANCHO ALTO ALFEIZAR MATERIAL V1 3.00 1.60 1.20 VIDRIO C/ MARCO METALICO CUADRO DE PUERTAS TIPO ANCHO ALTO MATERIAL P1 2.00 2.50 ESCALA 1 / 50 ESCALA 1 / 50 C C C 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 ESCALA 1 / 50 ELEVACION PRINCIPAL ESCALA 1 / 50 ELEVACION SECUNDARIA ESCALA 1 / 50 ELEVACION LATERAL CORTE B-B 5 5 5 5 ESCALA 1 / 50 AUDITORIO ESCALA 1 / 50 CORTE C-C 5 5 5 5 PASADIZO VEREDA 5 NPT + 0.00 ESCALA 1 / 50 ELEVACION PRINCIPAL V1 V1 V2 V2 V3 V5 V1 V2 V2 V2 V1 V1 V7 V6 V8 V8 V8 5 5 5 P2 P1 P1 P1 P1 P1 P3 P3 P4 P4 P4 P4 P4 P4 P1 P2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P1 V1 V1 V1 V1 ARQUITECTURA SS.HH. VARONES PISO MAYOLICA V5 P4 P4 P4 5 5 5 1 2 3 4 5 6 7 8 DEPOSITO PISO CERAMICO P1 P4 P4 P4 1 2 3 4 5 6 7 8 SS.HH. DAMAS PISO MAYOLICA PISO MAYOLICA 9 10 11 12 13 14 15 16 17 18 V4 5 5 5 5 5 5 5 5 5 5 5 5 5 VESTUARIO VESTUARIO VARONES VESTUARIO DAMAS 5 5 5 PISO PARQUET V9 V9 1.00 1.60 0.40 V10 V10 4.85 1.60 0.80 PUERTA CORREDIZA PUERTA CORREDIZA PUERTA CORREDIZA PUERTA CORREDIZA PUERTA CORREDIZA PUERTA CORREDIZA PUERTA CORREDIZA P1 P3 PISO CERAMICO ALTO TRANSITO PISO CERAMICO ALTO TRANSITO PISO CERAMICO ALTO TRANSITO PUERTA CORREDIZA P1 PUERTA CORREDIZA P1 PUERTA CORREDIZA P1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P3 P3 P3 P3 P3 CORREDIZA DE ALUMINIO/VIDRIO P4 0.60 2.10 CONTRAPLACADO 5 5 5 5 5 5 5 5 5 S.S.H.H VAR. AUDITORIO ESCENARIO 5 5 5 5 5 5 5 5 5 5 5 CORTE C-C ESCALA 1 / 50 5 5 5 5 N.P.T + 0.20 N.P.T + 3.30 N.P.T + 3.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ALUMINIO/VIDRIO CORREDIZA DE N.P.T + 0.20 N.P.T + 0.20 N.P.T + 0.20 N.P.T + 0.20 N.P.T + 0.20 N.P.T + 0.20 N.P.T + 3.30 N.P.T + 4.05 N.P.T + 0.20 N.P.T + 0.20 N.P.T + 3.90 N.P.T + 3.90 N.P.T + 3.90 PISO CERAMICO ALTO TRANSITO N.P.T + 0.20 PISO CERAMICO ALTO TRANSITO 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 TALLER PANIFICACION AULA DE CLASES TRANSVERSALES TALLER MECANICA DE PRODUCCION TALLER CARPINTERIA 5 5 5 5 5 5 5 5 5 S.S.H.H VAR. 5 5 5 5 CIELO RAZO CIELO RAZO CIELO RAZO S.S.H.H VAR. S.S.H.H VAR. S.S.H.H DAMAS S.S.H.H DAMAS COCINA

Language	Spanish
Drawing Type	Block
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, center, College, DWG, education, july, library, production, school, technical, university