Educational Classroom DWG Full Project for AutoCAD

Educational Classroom DWG Full Project for AutoCAD

Construction of classroom lessons of civil construction – more details – complete project

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

distribution plant, technical specifications, concrete, beams and columns :, resistance of the floor, resistance assumed :, walls :, coating, steel, simple mortar, footings:, reinforced mortar, overburden, foundation, national building regulation, rnc, painting of standard hooks in rods, of corrugated iron, the shown picture., will be lodged in the concrete with standard hooks, which, and beams, should end in, in longitudinal form, in beams, the reinforcing steel used, and slab of foundation, column, the dimensions specified in, note :, secc. n – n, beam collarin v – c, color slate paint to choose, half – polished slate, det. cement slate, frame, wooden frame, finish, det. of portatiza, section y-y, painted on wall, proy blackboard, green color, chalk holder, cut on slate, without scale, see section y-y, sidewalk, grid of corrugated iron, gutter, circular column, classroom, const. civil, or ceiling, conductor embedded in floor, conductor embedded in wall, distribution board, or wall, symbol, description, legend, sa, b ,, double switch, monofasisk with double socket, outlet, isometric view, pipe, embedded in the floor, embedded in the wall, conductors, switch, recessed in the c. satin, single and double switch, recessed pipe, wall, ceiling, pipe above, outdoor luminaire, sewer, existing, legend, projection, roof, existing sewer projecting, electrical installations, drains, roof structure, ll .ap, entrance, gutter, station of motorcycles, wall cafae, culumnas circular, installed load box, pot. unit. w, pot-partial w, total installed power, installed power, maximum demand chart, quantity, factor, td, sa, b, reserve, circular luminaire, with incorperated accessories, civil construction classroom, ditch, passageway, wood all the perimeter, type, height, width, frame of doorways, quantity, hornam. of mort., sill, height, wood, window spans, roof plane, bb cutting, fiber cement ceiling, polished cement screed, zinc plate calamine, mortar oven, belts, aa cut, girder beam, metal beam, detail of columneta, secc. m – m, niv sobrecimento, brick wall, tubular edge, excavation, steel window, ridge, plain zinc frieze, main elevation, left lateral elevation, rear elevation, wooden beams, to build, seated edge, section aa, excavation, anti-pollution sand bed, natural terrain, expansion joint, brick wall, bb section, sidewalk, cc section, warehouse, ss.hh, metal mesh, existing construction, slate, section ll, perimeter fence, support steel

Raw text data extracted from CAD file:

1½" 1.30 VARIABLE 0.60 A 0.40 1½" \A1;\Fsimplex.shx;G 1.30 4.94 0.15 0.20 0.30 0.15 6.24 3.25 3.28 3.30 \A1;0.15 \A1;2.85 \A1;0.30 \A1;2.85 \A1;0.15 \A1;3.08 \A1;3.08 \A1;6.15 \A1;0.30 \A1;2.98 \A1;0.30 \A1;3.00 \A1;0.30 \A1;9.83 \A1;10.13 \A1;0.30 \A1;2.95 \A1;0.30 \A1;2.98 \A1;0.30 \A1;3.00 \A1;0.30 \A1;3.25 \A1;3.28 \A1;3.30 \A1;9.83 \A1;0.15 \A1;2.85 \A1;0.30 \A1;2.85 \A1;0.15 \A1;3.08 \A1;3.08 \A1;6.15 \A1;6.30 \A1;0.20 \A1;0.65 \A1;0.20 \A1;2.78 \A1;2.25 \A1;0.10 \A1;2.23 \A1;0.65 \A1;0.20 \A1;3.33 \A1;0.80 \A1;0.10 \A1;2.88 \A1;0.91 \A1;0.23 \A1;0.27 \A1;4.54 \A1;0.30 \A1;1.25 \A1;1.10 \A1;0.65 \A1;0.10 \A1;2.88 \A1;0.20 \A1;1.35 \A1;0.10 \A1;2.88 \A1;0.20 \A1;1.35 \A1;4.54 \A1;6.15 \A1;9.83 \A1;3.25 \A1;3.28 \A1;3.30 \A1;9.83 \A1;3.08 \A1;3.08 \A1;6.15 3.25 3.28 3.30 \A1;3.08 \A1;3.08 0.10 0.10 0.10 0.20 0.50 0.30 0.15 0.60 0.30 0.50 0.85 0.10 0.55 0.50 0.60 0.60 0.30 0.60 \A1;2.88 2.83 0.10 3.93 \A1;3.28 \A1;0.44 \A1;0.80 \A1;2.95 \A1;0.30 0.20 0.30 0.30 0.30 0.30 2.95 2.98 3.00 3.25 3.28 3.30 6.15 4.41 0.50 0.50 4.19 6.36 2.82 0.15 0.30 0.15 0.20 \A1;12.12 \A1;7.70 \A1;2.89 \A1;3.30 \A1;4.40 \A1;3.28 \A1;4.45 \A1;0.40 \A1;0.10 \A1;0.10 \A1;11.73 \A1;0.10 \A1;0.40 \A1;0.10 \A1;10.18 \A1;2.68 \A1;2.70 \A1;2.65 \A1;2.48 \A1;2.48 \A1;2.65 \A1;2.68 \A1;2.72 \A1;2.48 \A1;2.48 \A1;11.72 \A1;11.18 0.85 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.23 \A1;0.15 \A1;0.23 \A1;0.60 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.30 \A1;0.23 \A1;0.15 \A1;0.23 \A1;0.60 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;3.65 \A1;3.65 \A1;3.65 \A1;3.65 0.10 0.50 0.50 0.10 0.10 0.50 0.40 0.68 0.15 0.42 0.15 0.72 3.28 0.10 0.40 0.68 0.15 0.42 0.72 1.00 0.10 0.15 0.10 0.40 0.15 0.42 0.15 0.72 3.28 0.10 0.15 4.83 2.40 3.34 0.30 0.84 2.00 0.84 3.90 3.49 0.84 0.30 0.84 6.30 0.15 2.85 0.30 2.85 0.15 10.13 0.30 2.95 0.30 2.98 0.30 3.00 0.30 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 1.25 1.10 0.65 2.85 3.60 0.15 3.90 \A1;0.25 \A1;0.15 0.15 \A1;4.54 \A1;3.00 \A1;2.00 \A1;5.00 \A1;0.45 \A1;0.05 \A1;0.37 \A1;0.20 \A1;0.25 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.25 \A1;0.40 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.20 \A1;0.10 0.15 \A1;0.20 0.20 0.20 7.50 3.65 3.65 3.45 3.45 0.20 0.20 0.15 0.20 \A1;2.91 0.11 2.82 0.20 \A1;8.00 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.70 \A1;0.70 0.65 \A1; \A1; \A1; \A1; DISTRIBUCION PLANTA F'c = 175 KG/CM2 F'c = 4,200 KG/CM2 ESPECIFICACIONES TECNICAS 2.5 CM 10 CM 0.7 KG/CM2 1.5 CM CONCRETO VIGAS Y COLUMNAS: RESISTENCIA DEL SUELO RESISTENCIA ASUMIDA: MUROS: RECUBRIMIENTO ACERO MORTERO SIMPLE ZAPATAS : MORTERO ARMADO Falso piso = 1 : 8 ( c:a ) Vereda f'c = 140 kg/cm2 Solado = 1 : 10 ( c:a ) Suelo cemento = 1: 16 (c:a) Sobrecimiento Cimiento corrido Piso de cemento pulido = 1 : 2 ( c:a ) Reglamento Nacional de Construcción R.N.C. CUADRO DE GANCHOS STANDARD EN VARILLAS DE FIERRO CORRUGADAS EL CUADRO MOSTRADO. SE ALOJARAN EN EL CONCRETO CON GANCHOS STANDARD, LOS CUALES Y VIGAS, DEBERAN TERMINAR EN EN FORMA LONGITUDINAL, EN VIGAS EL ACERO DE REFUERZO UTILIZADO Y LOSA DE CIMENTACION, COLUMNA LAS DIMENSIONES ESPECIFICADAS EN 1/2" 25 5/8" 35 3/4" 45 3/8" 20 1/4" 15 \Fsimplex.shx;G ø G(cm) NOTA: Z-1 Zapata Z-1 Y C-1 ESCALA 1/20 SECC. N - N CORTE 1 - 1 1 1 1 1 1 1 VIGA COLLARIN V - C ESC. 1/25 Pintura Pizarra color a escoger Pizarra a medio pulir ESC. 1/25 DET. PIZARRA DE CEMENTO PORTATIZA Marco de Madera Tornillo (1"X3") Acabado Marco de Madera Tornillo (1"X3") Marco de Madera Marco de Madera Acabado Tornillo (1"X3") Acabado Tornillo (1"X3") Acabado DET. DE PORTATIZA SECCION Y-Y PINTADO SOBRE PARED Proy pizarra 2" X 1" 2" X 1" COLOR VERDE PORTA TIZA 1½" 1.30 ESC. 1/25 CORTE EN PIZARRA SIN ESCALA NPT=SEGUN PLANOS CLAVOS DE 2 1/2" @.25cm. MARCO 1 " X 3" VARIABLE 0.60 A 0.40 VER SECCION Y-Y 1½" L=4.94 MARCO 1 " X 3" 5 5 vereda NPT+0.10 vereda NPT+0.10 Rejilla de fierro corrugado de Ø 1/2 @ cada 0.05 cm. Cuneta vereda NPT+0.10 Columna circular AULA CONST. CIVIL NPT =+ 0.15 a a a a a a a a O CIELORRASO CONDUCTOR EMBUTIDO EN PISO CONDUCTOR EMBUTIDO EN MURO TABLERO DE DISTRIBUCIÓN O PARED SIMBOLO DESCRIPCION L E Y E N D A TOMACORRIENTE h = 1.00 S a,b, INTERRUPTOR DOBLE MONOFASISCO CON DOBLE TOMA 2x20A. C - 2 C - 1 2X60A. 2#10+1#T AWG-TW Ø3/4" PVC-SAP Pvc-Sap - 20 mm2 ø + 2x2.5 mm2 TW DIAGRAMA UNIFILAR -TD-1 2x20A. TOMACORRIENTE VISTA ISOMETRICA ESC: S/E TOMACORRIENTE con toma (Doble) TUBERIA EMPOTRADA EN EL PISO TOMACORRIENTE EMPOTRADA EN LA PARED CONDUCTORES h= 0.40 m. VISTA ISOMETRICA ESC: S/E INTERRUPTOR CONDUCTORES EMPOTRADA EN EL C. RASO INTERRUPTOR SIMPLE Y DOBLE EMPOTRADA EN LA PARED TUBERIA TUBERIA h= 1.20 m.s.n.p.t. S/E. INTERRUPTOR DOBLE VISTA ISOMETRICA INTERRUPTOR TUBERIA EMPOTRADA EN PARED h= 1.50 m.s.n.p.t. CIELO RASO TUBERIA SOBRE 1 5 4 3 (PARA ADOSAR) LUMINARIA DE EXTERIORES 1.- 1 ARRANCADOR DE 40 W c/u 3.- 1 LAMPARA FLUORESCENTE DE 1x40 W c/u 5.- 1 PANTALLA SIN DIFUSOR DE LUZ 4.- 1 JUEGO DE TERMINAL 2.- 1 REACTORES DE 40 W - 220 V - 60 Hz 2 vereda NPT+0.10 vereda NPT+0.10 AULA CONST. CIVIL NPT =+ 0.15 Alcantarillado Existente 4" 4" 4" S 1% S 1% LEYENDA SIMBOLO DESCRIPCION Proyeccion de techo REJILLA DE FIERRO DE 1/2" PROYECCION DE ALCANTARILLADO EXISTENTE TUBERIA DE 4" BAJADA DE AGUA PLUVIAL DE 4" ESC. 1/50 INSTALACIONES ELECTRICAS ESC. 1/50 INSTALACIONES DESAGUE ESC. 1/50 ESTRUCTURA DE TECHO ESCALA 1/50 C-1 LL.A.P. LL.A.P. entrada vereda cuneta vereda vereda ESTAC. DE MOTOS Muro Cafae Culumnas Circulares CUADRO DE CARGA INSTALADA LAMPARA FLUORES. TIPO SPOR LIGT 32W. LAMPARA FLUORESCENTE 1 x 40W. ESPECIFICACIONES TECNICAS POT. UNIT. W POT- PARCIAL W TOMACORRIENTES (puntos) TOTAL POTENCIA INSTALADA 32.00 96.00 40.00 320.00 600.00 600.00 POTENCIA INSTALADA CUADRO DE MAXIMA DEMANDA MAXIMA DEMANDA = POTENCIA INSTALADA x FACTOR DE DEMANDA Fd. = fu x fs MAXIMA DEMANDA = 1.02 x 0.40 MAXIMA DEMANDA = 0.41 KW CANT. 03 08 02 96.00 320.00 1.00 POTENCIA INSTALADA Factor 1.00 1,200.00 0.50 1,016.00 1.02 Kw b b T.D T T C-2 b S-a,b 2x30A. RESERVA C - 2 Pvc-Sap - 20 mm2 ø + 2x4 mm2 + 1X4 mm2 TW T.D S/E. LUMINARIA CIRCULAR CON ACCESORIOS INCORPERADOS ESCALA. 1/25 d 1/2" a 0.15 a /s C-1 C-1 Z-1 d3 de 3/8" 5 5 d 1/4"3@.05, 3@.10, 3@.15 Rest.@.20 a.s ESCALA 1/25 5 5 d 4 de 1/2" d 1/4"3@.05, 3@.10, 3@.15 Rest.@.20 a.s 2 2 2 2 CORTE 2 - 2 ESCALA 1/25 VIGA COLLARIN V - C ESC. 1/25 5 d 1/4"3@.05, 3@.10, 3@.15 Rest.@.20 a.s d 1/4"3@.05, 3@.10, 3@.15 Rest.@.20 a.s d 1/4"3@.05, 3@.10, 3@.15 Rest.@.20 a.s AULA DE CONSTRUCCION CIVIL CUNETA 5 5 5 A A B C D 2 1 2 3 PASADIZO B C D 1 3 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 vereda NVT+0.10 vereda NVT+0.10 vereda NVT+0.10 NPT+0.20 NPT+0.10 DISTRIBUCION PLANTA ESC. 1/50 A A B B Pizarra color verde c/marco de madera todo el perimetro longitud=4.00 m. h=1.30 m. V1 V2 V3 V4 V5 V6 P1 TIPO ALTO 2.10 1.10 ANCHO P1 CUADRO DE VANOS DE PUERTAS CANTIDAD HORNAM. DE MORT. TIPO ALFEIZAR 2.23 2.23 0.65 3.00 ANCHO V1 0.65 2.98 V2 ALTURA CANTIDAD 01 01 01 MADERA CUADRO DE VANOS DE VENTANAS 3.08 3.08 0.65 3.00 V4 0.65 2.98 V5 01 01 2.23 0.65 2.95 V3 01 3.08 0.65 2.95 V6 01 HORNAM. DE MORT. HORNAM. DE MORT. HORNAM. DE MORT. HORNAM. DE MORT. HORNAM. DE MORT. PLANO DE TECHO ESC. 1/100 CORTE B-B V.C (0.20x0.15) Cieloraso de fibracemento e=4mm. de 0.61 x 1.20m. CONTRAZOCALO DE CEMENTO PULIDO ESC. 1/50 NTN+-0.00 N.P.T.+0.20 N.V.T.+0.10 N.V.T.+0.10 CALAMINA DE PLANCHA DE ZINC V.C (0.20x0.15) V.C (0.20x0.15) Cieloraso de fibracemento e=4mm. de 0.61 x 1.20m. Hornamentales de mortero 0.30x0.30m 5 5 5 5 5 5 5 5 5 5 NTN+-0.00 5 correas 5 5 5 5 5 5 vereda NVT+0.10 N.T.N.+-0.00 NPT+0.20 CORTE A-A Viga collarin Cieloraso de fibracemento e=4mm. de 0.61 x 1.20m. 0.25 x 0.15m. vereda NVT+0.10 N.T.N.+-0.00 5 5 5 5 Viga collarin 0.25 x 0.15m. Hornamentales de mortero 0.30x0.30m Cieloraso de fibracemento e=4mm. de 0.61 x 1.20m. CALAMINA DE PLANCHA DE ZINC CONTRAZOCALO DE CEMENTO PULIDO VIGA METALICA VIGA METALICA 5 5 5 5 4.54 5 5 5 5 4.54 ESC. 1/50 AULA DE CONSTRUCCION CIVIL CUNETA CUNETA 5 5 5 1 1 2 3 4 B A B C PASADIZO 2 3 4 A C 5 5 5 5 5 5 5 5 5 5 5 vereda NVT+0.10 vereda NVT+0.10 vereda NVT+0.10 NPT+0.20 NPT+0.10 A A B B Z-1 C1 Z-1 C1 Z-1 C1 Z-1 C1 Z-1 C1 Z-1 C1 Z-1 C1 Z-1 C1 Z-1 C1 Z-1 C1 b b b b C C b b a a a a a a a a a a a a a a DETALLE DE COLUMNETA ESCALA. 1/25 M M \A1;0.20 \A1;0.15 ESCALA 1/20 SECC. M - M d1/4" @.0.20 Piso cemento pulido e=4" Sobrecimiento c:a 1:6 CIMIENTO c:a 1:8 Niv sobrecimento = + 0.30 Muro de Ladrillo de Canto Tubular 0.075 5 5 5 d4 de 3/8" = + 0.30 Muro de Ladrillo de Canto Tubular Niv sobrecimento 5 5 ESCALA 1/20 SECC. M - M d 1/4"2@.05, 3@.10, 3@.15 Rest.@.20 a.s d 1/4"2@.05, 3@.10, 3@.15 Rest.@.20 a.s DET. DE Z-1 Y C-1 M M Solado e=4" 2 Ø 1/2" CIMIENTO c:a 1:8 Piso cemento pulido e=4" Niv. Piso = + 0.10 Niv sobrecimento = + 0.30 N.T.N= +-0.00 EXCAVACION CIMIENTO c:a 1:8 2 Ø 1/2" 5 5 ESC. 1/25 d 4 de 1/2" 5 5 5 Piso cemento pulido e=4" 5 V.C (0.20x0.15) V.C (0.20x0.15) Hornamentales de mortero 0.30x0.30m 4 Ø 1/2" 2 d 1/2 CIMIENTO c:a 1:8 Piso cemento pulido e=4" N.T.N= +-0.00 5 5 CIMIENTO c:a 1:8 5 d 1/4 @ 0.20 N N Niv sobrecimento = + 0.30 5 EXCAVACION Niv sobrecimento = + 0.30 Solado e=4" 5 5 N.T.N= +-0.00 5 Niv. Piso = + 0.10 Piso cemento pulido e=4" VENTANA DE ACERO CORRUGADO Ø 3/8" d 1/4"2@.05, 3@.10, 3@.15 Rest.@.20 a.s 5 5 5 5 vereda NVT+0.10 NPT+0.10 Cieloraso de fibracemento e=4mm. de 0.61 x 1.20m. vereda NVT+0.10 Cieloraso de fibracemento e=4mm. de 0.61 x 1.20m. cumbrera Friso de zinc liso Friso de zinc liso Niv.= +- 0.00 Niv.= +- 3.20 Niv.= +- 4.54 Niv.= +- 0.00 Niv.= +- 3.20 Niv.= +- 4.54 NPT+0.10 vereda NVT+0.10 N.T.N.+-0.00 NPT+0.20 Cieloraso de fibracemento e=4mm. de 0.61 x 1.20m. vereda NVT+0.10 N.T.N.+-0.00 Hornamentales de mortero 0.30x0.30m Cieloraso de fibracemento e=4mm. de 0.61 x 1.20m. cumbrera 5 5 Cieloraso de fibracemento e=4mm. de 0.61 x 1.20m. N.V.T.+0.10 N.V.T.+0.10 CALAMINA DE PLANCHA DE ZINC Cieloraso de fibracemento e=4mm. de 0.61 x 1.20m. 5 correas N.V.T.+0.10 Niv.= +- 0.00 Niv.= +- 3.18 Niv.= +- 4.54 Niv.= +- 2.55 Niv.= +- 0.00 Niv.= +- 3.18 Niv.= +- 4.53 Niv.= +- 2.55 Niv.= +- 0.00 Niv.= +- 3.18 Niv.= +- 4.54 Niv.= +- 2.55 Niv.= +- 0.00 Niv.= +- 3.33 ELEVACION PRINCIPAL ESC 1/50 ELEVACION LATERAL IZQUIERDO ESC. 1/50 ELEVACION POSTERIOR ESC. 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 1/4"3@.05, 3@.10, 3@.15 Rest.@.20 a.s d 1/4"3@.05, 3@.10, 3@.15 Rest.@.20 a.s 5 5 Correas 2"x3" @ 0.80 Correas 2"x3" @ 0.80 Correas 2"x3" @ 0.80 Correas 2"x3" @ 0.80 Correas 2"x3" @ 0.80 Correas 2"x3" @ 0.80 Correas 2"x3" @ 0.80 Correas 2"x3" @ 0.80 Correas 2"x3" @ 0.80 Correas 2"x3" @ 0.80 Correas 2"x3" @ 0.80 Correas 2"x3" @ 0.80 5 5 5 5 5 5 T-1 T-1 T-1 T-1 T-1 T-1 T-2 T-2 T-2 T-2 T-2 T-2 PLANO DE TECHO ESC. 1/100 vigas de madera 2" x 4" vigas de madera 2" x 4" vigas de madera 2" x 4" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 1/2" a 0.15 a /s 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA METALICA ESC. 1/20 5 5 5 5 CUNETA a construir a construir CALAMINA DE PLANCHA DE ZINC asentado de canto Sobrecimiento SECCION a-a ESCALA. 1/25 Piso Niv. = + 0.15 Excavacion 5 5 Cama de arena anticontaminante A-3, e=2" Relleno c/mat. propio selecc. e=4" 5 5 N.T.N= +-0.00 Excavacion Cama de arena anticontaminante Terreno Natural Junta de dilatacion de asfalto e=1" h=10" 5 fierro de Ø 3/8" @ cada 0.15 ambos lados 5 5 5 5 Cuneta Vereda Niv.= +0.10 asentado de canto Muro de ladrillo Sobrecimiento SECCION b-b ESCALA. 1/25 Piso Niv. = + 0.20 Vereda Excavacion Cama de arena anticontaminante Relleno c/mat. propio selecc. e=4" A-3, e=4" 5 Cama de arena anticontaminante A-3, e=4" Relleno c/mat. propio selecc. e=4" 5 5 5 5 N.T.N= +-0.00 Excavacion fierro de Ø 3/8" @ cada 0.15 ambos lados 5 5 5 5 Cuneta 3.28 Vereda Niv.= +0.10 SECCION c-c ESCALA. 1/25 Piso Niv. = + 0.20 Excavacion 5 5 Relleno c/material proipio seleccionado e=4" 5 5 5 Relleno C/mat. propio selec. e=4" Cama de arena anticontaminante A-3, e=4" 5 N.T.N= +-0.00 Excavacion 5 fierro de Ø 3/8" @ cada 0.15 ambos lados 5 5 5 5 Cuneta 3.28 0.68 ESC. 1/20 AULA DE CONSTRUCCION CIVIL CUNETA PASADIZO vereda NVT+0.10 vereda NVT+0.10 vereda NVT+0.10 NPT+0.20 NPT+0.10 Pizarra color verde c/marco de madera todo el perimetro longitud=4.00 m. h=1.30 m. CUNETA a construir a construir 5 ALMACEN NPT+0.20 NPT+0.20 5 5 5 5 5 5 SS.HH 5 5 5 5 5 NPT+0.20 SS.HH 6.30 5 5 5 5 5 MALLA METALICA 5 5 5 5 5 5 5 5 CONSTRUCCION EXISTENTE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CALAMINA DE PLANCHA DE ZINC Niv.= +- 4.12 Niv.= +- 4.12 CALAMINA DE PLANCHA DE ZINC cumbrera Cieloraso de fibracemento e=4mm. de 0.61 x 1.20m. vigas de madera 2" x 4" d3 de 3/8" 5 d 1/4"3@.05, 3@.10, 3@.15 Rest.@.20 a.s DET. DE Z-1 Y C-1 ESC. 1/25 VENTANA DE ACERO CORRUGADO Ø 3/8" Cieloraso de fibracemento e=4mm. de 0.61 x 1.20m. VENTANA DE ACERO CORRUGADO Ø 3/8" cumbrera Niv.= +- 4.12 PIZARRA \U+221F 2"X2" \U+221F 2"X2" \U+221F 2"X2" \U+221F 2"X2" 3.00 2.00 5.00 0.45 0.05 5 Solado e=4" \U+221F 2"X2" \U+221F 1"X1" \U+221F 1"X1" \U+221F 1"X1" \U+221F 1"X1" \U+221F 1"X1" d 3/8" @.02 d 2" d 3/8" @.03 d 3/8" @.03 d 3/8" @.03 d 3/8" @.03 d 3/8" @.03 d 3/8" @.02 d 3/8" @.02 d 3/8" @.02 \U+221F 2"X2" \U+221F 2"X2" \U+221F 2"X2" \U+221F 2"X2" \U+221F 2"X2" VIGA METALICA T1(02 UND.) ESC. 1/20 5 d 3/8" 0.25 1 d 1/2" SECCION L-L ESC. 1/20 d 3/8" d 3/8" 5 5 5 5 correas 2"x3" d 3/8" d 3/8" 1d 1/2" 2d 3/8" d 3/8" 5 CERCO PERIMETRICO ESC. 1/100 soporte de acero Ø 1/2" C-2 Z-2 5 5 5 5 Zapata Z-2 Y C-2 ESCALA. 1/25 5 5 5 5 d 1/2" a 0.15 a /s Z-2 C2 Z-2 C2 Z-2 C2 5 5 5 5 5 5 5 5 5 d 1/4"3@.05, 3@.10, 3@.15 Rest.@.20 a.s d 1/4"3@.05, 3@.10, 3@.15 Rest.@.20 a.s 5 5 3 3 3 3 VIGA COLLARIN V - C ESC. 1/25 CORTE 3 - 3 ESCALA 1/25 d3 de 3/8" 5 5 d 1/4"3@.05, 3@.10, 3@.15 Rest.@.20 a.s 5 D 5 5 5 VIGA METALICA T1(02 UND.) ESC. 1/20 8.00 5 5 5 5 5 5 5 5 5 CALAMINA DE PLANCHA DE ZINC correas soporte de acero 1 Ø 1/2" soporte de acero 2 Ø 1/2" d 3/8" d 3/8" d 3/8" d 3/8" 2d 3/8" 1d 1/2" 5 d 3/8" d 3/8" d 3/8" 0.70 1d 1/2" 2d 3/8" 5

Language	Spanish
Drawing Type	Full Project
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, civil, classroom, College, complete, construction, details, DWG, educational, full, library, Project, school, university