Classroom DWG Block for AutoCAD

Classroom DWG Block for AutoCAD

CONSTRUCTION OF A CLASS TYPE 6X8

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

north, road data, over-elevations, t.n., project, project elevations, elev. of proy. from the c.l., cad., ing. cease j. roquet palmeros director of urban development and public works, metros, ing. angel uriel hernandez reyes, ced. prof.:, ing. cease j. roquet palmeros, key :, date :, acot.:, esc.:, proyectò y dibujò:, revisò y autorizò:, general architectural, plan :, mpio. of medellin de bravo, see., project:, classroom type, direction of urban development and public works, lic. omar cruz reyes constitutional municipal president, h. constitutional city council medellin de bravo, veracruz, project data :, location :, wall red partition wall, classroom, foundation plant, contratrabe, slab projection, architectural plant, armed with slab, electric plane, cut a-a ‘, see detail foundations, main facade, structural details, symbolism, exit for incandescent lamp., ceiling fan brand vec or similar., simple damper., simple contact., polarized contact., distribution board., river jamapa, sports field, church, sports park, col.las flores, col. the contreras, col.heroes of veracruz, poinsettia, nard, col.jardines of two mouths, equipment and green area, water treatment plant, col. gutierrez roses, information:, address of public works, printed map for :, observations :, by :, rev., description reviews, vo. bo., references, signature :, responsive :, location :, level of :, dimension :, scale :, specialty :, revision :, orientation :, municipal president :, director of public works, no. of plane: no. of work:, sketch of location, dir. of urban development, and public works:

Raw text data extracted from CAD file:

NORTE N S 0+020.00 0+000.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+380.00 0+400.00 0+420.00 0+440.00 0+460.00 0+480.00 0+500.00 0+520.00 0+540.00 0+560.00 0+580.00 0+600.00 0+620.00 0+640.00 0+660.00 0+680.00 0+700.00 0+720.00 0+740.00 0+760.00 0+780.00 0+800.00 0+820.00 0+840.00 0+860.00 0+880.00 0+900.00 0+920.00 0+940.00 0+960.00 0+980.00 1+000.00 1+020.00 1+040.00 1+060.00 1+080.00 1+100.00 1+120.00 1+140.00 1+160.00 1+180.00 1+200.00 1+220.00 1+240.00 1+260.00 1+280.00 1+300.00 1+320.00 1+340.00 1+360.00 1+380.00 1+400.00 1+420.00 1+440.00 1+460.00 1+480.00 1+500.00 1+520.00 1+540.00 1+560.00 1+580.00 1+600.00 0+000.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 DATOS DEL CAMINO SOBRE-ELEVACIONES T.N. PROYECTO L/DER. L/IZQ. L/DER. L/IZQ. ELEVACIONES DE PROYECTO ELEV. DE PROY. DEL C.L. CAD. 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+680 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 1+000 1+020 1+040 1+060 1+080 1+100 1+120 49.99 49.91 49.92 49.92 49.93 49.88 49.87 49.96 50.14 50.06 50.07 50.07 50.08 50.03 50.02 50.11 49.96 49.96 49.92 49.99 50.07 50.11 50.11 50.07 50.14 50.22 50.11 50.19 50.26 50.34 50.29 50.26 50.34 50.41 50.49 50.44 50.36 50.44 50.60 51.03 50.94 50.51 50.59 50.75 50.18 51.09 50.42 50.57 50.60 50.59 50.48 50.34 50.30 50.75 50.74 50.63 50.49 50.45 50.27 50.30 50.33 50.33 50.30 50.42 50.45 50.48 50.48 50.45 50.35 50.50 50.21 50.41 50.04 49.97 50.07 50.36 50.29 50.19 50.12 50.22 50.16 50.23 50.29 50.12 50.04 50.31 50.38 50.44 50.27 50.19 49.97 50.12 50.11 50.15 50.26 50.42 50.75 50.26 50.30 50.41 50.57 50.90 50.93 51.04 51.00 51.08 51.19 51.15 50.60 50.75 50.24 50.39 51.00 51.15 50.19 50.11 50.12 50.12 50.13 50.08 50.07 50.16 50.16 50.16 50.12 50.19 50.27 50.31 50.39 50.46 50.54 50.49 50.56 50.64 50.80 50.23 51.14 50.62 50.80 50.79 50.68 50.54 50.50 50.47 50.50 50.53 50.53 50.50 50.55 50.41 50.34 50.24 50.17 50.27 50.17 50.36 50.43 50.49 50.32 50.24 50.31 50.35 50.46 50.72 50.95 51.13 51.24 51.20 50.80 50.44 51.20 50.09 50.01 50.02 50.02 50.03 49.98 49.97 50.06 50.06 50.06 50.02 50.09 50.17 50.21 50.29 50.36 50.44 50.39 50.46 50.54 50.70 50.13 51.04 50.52 50.70 50.69 50.58 50.44 50.40 50.37 50.40 50.43 50.43 50.40 50.45 50.31 50.24 50.14 50.07 50.07 50.17 50.26 50.33 50.39 50.22 50.14 50.21 50.25 50.36 50.62 50.85 51.03 51.14 51.10 50.70 50.34 51.10 +2.00 % +2.00 % +2.00 % -2.00 % -2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % +2.00 % -2.00 % 1+100.000 \A1;0.80 \A1;7.20 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;5.20 \A1;6.00 \A1;0.15 \A1;0.15 \A1;1.00 \A1;0.95 \A1;2.90 \A1;1.00 \A1;0.15 \A1;0.30 \A1;0.30 \A1;10.20 \A1;0.70 \A1;0.30 \A1;70 \A1;0.30 \A1;0.70 \A1;7.20 \A1;6.00 \A1;0.15 \A1;6.00 \A1;0.35 \A1;5.20 \A1;1.60 \A1;2.50 \A1;6.00 \A1;0.60 \A1;0.60 \A1;0.90 \A1;0.20 \A1;0.14 \A1;0.25 \A1;0.14 \A1;0.20 \A1;0.35 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.10 \A1;0.05 \A1;0.15 \A1;0.15 \A1;0.35 \A1;8.00 \A1;7.85 \A1;8.00 \A1;1.00 \A1;1.10 \A1;0.30 \A1;0.15 \A1;1.10 \A1;0.15 \A1;1.00 \A1;3.85 \A1;1.00 \A1;0.15 \A1;0.60 \A1;0.60 \A1;6.00 \A1;8.00 \A1;7.85 \A1;8.00 \A1;0.15 \A1;1.10 \A1;1.10 \A1;0.60 \A1;1.00 \A1;0.15 \A1;0.15 \A1;1.00 \A1;0.60 \A1;3.85 \A1;0.15 \A1;0.15 \A1;0.50 \A1;0.10 \A1;0.75 \A1;0.25 \A1;1.60 \A1;0.70 \A1;8.00 \A1;1.10 \A1;3.50 \A1;2.50 \A1;3.60 \A1;0.10 \A1;2.90 \A1;1.15 \A1;0.95 \A1;1.15 \A1;0.10 \A1;0.96 \A1;8.90 \A1;6.90 \A1;7.10 \A1;6.80 \A1;7.20 1:50 ING. CESAR J. ROQUET PALMEROS Director de Desarrollo Urbano y Obras Pùblicas ABRIL, 2014 METROS 1 : 50 ING. ANGEL URIEL HERNANDEZ REYES 5929401 CED. PROF.: ING. CESAR J. ROQUET PALMEROS CLAVE: FECHA: ACOT.: ESC.: PROYECTÒ Y DIBUJÒ: REVISÒ Y AUTORIZÒ: ARQUITECTONICO GENERAL A-01 PLANO: MPIO. DE MEDELLIN DE BRAVO, VER. PROYECTO: AULA TIPO DIRECCION DE DESARROLLO URBANO Y OBRAS PUBLICAS 2014 - 2017 LIC. OMAR CRUZ REYES Presidente Municipal Constitucional H. AYUNTAMIENTO CONSTITUCIONAL MEDELLIN DE BRAVO, VERACRUZ DATOS DE PROYECTO: LOCALIZACION: 2 1 A B 1 2 2 1 1 2 1 2 CASTILLO K-1 0.20 0.14 4 Vs. No. 3 ESTRIBOS DEL No.2 @ 15 cm. CASTILLO DE CONCRETO ARMADO F'c=200 kg/cm2 CASTILLO K-2 0.25 0.14 CASTILLO DE CONCRETO ARMADO F'c=200 kg/cm2 4 Vs. No. 4 ESTRIBOS DEL No.2 @ 15 cm. 0.20 TRABE T-1 5 Vs. No. 4 ESTRIBOS DEL No.2 @ 15 cm. 0.35 0.20 TRABE T-2 2 Vs. No. 3 5 Vs. No. 4 ESTRIBOS DEL No.2 @ 15 cm. 0.40 0.20 DETALLE CIMENTACION Z-1 Vs. No. 3 @ 15 cm. A.S. ZAPATA DE CONCRETO ARMADO F'c=200 kg/cm2 0.80 0.10 0.05 0.15 0.15 ENRACE DE MURO DE TABIQUE ROJO 2 Vs. No. 3 4 Vs. No. 4 ESTRIBOS DEL No.2 @ 15 cm. CADENA DE DESPLANTE DE CONCRETO ARMADO F'c=200 kg/cm2 0.35 CADENA DESPLANTE CD-1 5 5 K-2 K-2 K-1 K-1 K-1 K-1 K-1 K-1 5 AULA B K-1 K-1 K-1 K-1 K-1 K-1 5 5 5 A 5 5 Z-1 Z-1 Z-1 Z-1 CD-1 CD-1 PLANTA DE CIMENTACION CONTRATRABE 5 5 5 5 A' 5 5 B 5 5 A 5 5 5 5 5 5 5 5 AULA Puerta Multypanel de 90 cm. de ancho Ventana de Aluminio Natural linea de 2" proyección losa PLANTA ARQUITECTONICA A 5 5 5 5 5 5 5 5 5 5 ARMADO DE LOSA VNo3@60 5 0.30 VNo3@60 VNo3@60 70 T-1 T-2 B 5 5 VNo3@60 VNo3@60 VNo3@60 VNo3@60 T-1 5 5 A T-1 5 5 PLANO ELECTRICO 5 5 AULA B 5 5 5 5 5 5 5 5 5 5 A proyección losa 5 5 5 CORTE A-A' 0.10 0.75 5 5 5 TRABE T-1 TRABE T-2 5 5 5 5 5 Z-1 CD-1 CC-1 Zoclo 10 cm. VER DETALLE CIMENTACION K-1 K-1 K-2 DALA CERRAMIENTO DE 15 X 15 cm. CONC. F'c=200 Kg/cm2 E No.2 @ 15 LOSA DE CONCRETO ARMADO DE 10 cm. DE ESPESOR F'c=200 Kg/cm2 5.20 1.60 5 5 FACHADA PRINCIPAL 5 5 5 5 5 5 5 5 5 5 5 DETALLES ESTRUCTURALES SIMBOLOGIA Salida para làmpara incandescente. Ventilador de techo marca VEC o similar. Apagador sencillo. Contacto sencillo. Contacto polarizado. Tablero de distribuciòn. 5 5 5 5 5 RIO JAMAPA CAMPO DEPORTIVO IGLESIA PARQUE DEPORTIVO COL.LAS FLORES COL. LOS CONTRERAS COL.HEROES DE VERACRUZ NOCHEBUENA NARDO COL.JARDINES DE DOS BOCAS "EL TEJAR" EQUIPAMIENTO Y AREA VERDE PLANTA POTABILIZADORA TANQUE ELEVADO DE 300 M3 DE CAPACIDAD DIMENSIONES DEL TERRENO 30X30 M TERRENO PARA POZO PROFUNDO (20X20M) PROYECTO COL. GUTIERREZ ROSAS INFORMACION: DIRECCION DE OBRAS PUBLICAS FECHA: PLANO IMPRESO PARA: OBSERVACIONES: POR: REV. DESCRIPCION REVISIONES FECHA: Vo. Bo. REFERENCIAS CARGO/NOMBRE FIRMA: RESPONSIVAS: FECHA: UBICACION: PLANO DE: PROYECTO: N FECHA: ACOTACION: ESCALA: PLANTA ARQUITECTONICA METROS 1:750 ESPECIALIDAD: REVISION: 00 ORIENTACION: PRESIDENTE MUNICIPAL: DIRECCION DE OBRAS PUBLICAS DIRECTOR DE OBRAS PUBLICAS No. DE PLANO: 1 DE 1 No. DE OBRA: CROQUIS DE LOCALIZACION CONSTRUCCIÓN DE UN AULA TIPO DE 6X8 DIR. DE DESARROLLO URBANO Y OBRAS PUBLICAS:

Language	Spanish
Drawing Type	Block
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park
Tags	autocad, block, class, classroom, College, construction, DWG, library, school, type, university