Classrooms Project DWG Full Project for AutoCAD

Classrooms Project – Plants – Sections – Details – Electricity

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

type, name, dimensions, number rods, columns, beams, shoes, a – a, b – b, c – c, foundation, edge beam, tg, feeder conductor, electrical power supply, legend, so, distribution board , output for metal luminaire built-in, outlet for double outlet with grounding, single interuptor, double interuptor, lighting circuit, circuit receptacles with grounding, concrete slate, ticero, detail of ticero, wood ticero, aguano , wooden dowel, lath, plank detail, over foundation, foundation beam, column, in column detail similar to going, sidewalk detail, longitudinal cut, sand and pitch, stone interlacing, median, carabista head wall, meter kw-h, rush, ground

Raw text data extracted from CAD file:

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Z-2 1.50×1.50 m. ø½ @ 0.15 m. Z-3 1.00×1.00 m. ø½ @ 0.15 m. Z-4 0.80×0.80 m. ø½ @ 0.15 m. \A1;0.70 \A1;0.10 \A1;1.50 \A1;1.00 \A1;2.65 \A1;6.55 \A1;1.50 5 5 5 5 5 5 A B C D E 1 1′ 2 5 5 5 5 5 5 Z-1 Z-2 Z-1 Z-2 Z-1 Z-1 Z-1 Z-3 Z-4 Z-4 Z-3 Z-3 Z-1 Z-2 Z-1 Z-2 Z-1 C-1 C-2 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-5 C-5 C-4 C-4 C-3 C-3 C-3 5 5 5 5 5 5 5 5 5 5 5 5 5 A A B B C C C C A – A B – B C – C C-2 3 @ 0.10 R @ 0.25 1 @ 0.05 Ø 1/4″ : 3 @ 0.10 R @ 0.25 1 @ 0.05 Ø 1/4″ : 3 @ 0.10 R @ 0.25 1 @ 0.05 Ø 1/4″ : \LDETALLE CIMIENTOS Y COLUMNAS DE ARRIOSTRE EN MUROS ESCALA : 1 : 25 5 5 5 5 5 5 Æ 1/2 @ 0.15 Æ 1/2 @ 0.15 Æ 1/2 @ 0.15 Æ 1/2 @ 0.15 Æ 1/2 @ 0.15 Æ 1/2 @ 0.15 Æ 1/2 @ 0.15 Æ 1/2 @ 0.15 Æ 1/2 @ 0.15 Æ 1/2 @ 0.15 Æ 1/2 @ 0.15 Æ 1/2 @ 0.15 Æ 1/2 @ 0.15 Æ 1/2 @ 0.15 Æ 1/2 @ 0.15 Æ 1/2 @ 0.15 \LCIMENTACION – ESC: 1:75 3 @ 0.10 R @ 0.25 1 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.25 1 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.25 1 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.25 1 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.25 1 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.25 1 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.25 1 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.25 1 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.20 2 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.20 2 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.20 2 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.20 2 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.20 2 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.20 2 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.20 2 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.20 2 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.20 2 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.20 2 @ 0.05 Ø 3/8″ : 3 @ 0.15 4Ø5/8″ + 4Ø1/2″ 4Ø5/8″ + 4Ø1/2″ 4Ø5/8″ + 4Ø1/2″ 4Ø5/8″ + 4Ø1/2″ 4Ø5/8″ + 4Ø1/2″ 4Ø5/8″ + 4Ø1/2″ 4Ø5/8″ + 4Ø1/2″ 4Ø5/8″ + 4Ø1/2″ 4Ø5/8″ + 4Ø1/2″ 4Ø5/8″ + 4Ø1/2″ 6 @ 0.10 R @ 0.20 1 @ 0.05 Ø 3/8″ : 3 @ 0.15 6 @ 0.10 R @ 0.20 1 @ 0.05 Ø 3/8″ : 3 @ 0.15 6 @ 0.10 R @ 0.20 1 @ 0.05 Ø 3/8″ : 3 @ 0.15 6 @ 0.10 R @ 0.20 1 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.20 1 @ 0.05 Ø 3/8″ : 3 @ 0.10 R @ 0.20 1 @ 0.05 Ø 3/8″ : 3 @ 0.10 R @ 0.20 2 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.20 2 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.20 2 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.20 2 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.20 2 @ 0.05 Ø 3/8″ : 3 @ 0.15 3 @ 0.10 R @ 0.20 2 @ 0.05 Ø 3/8″ : 3 @ 0.15 4Ø5/8″ + 4Ø1/2″ 4Ø5/8″ + 4Ø1/2″ 4Ø1/2″ 4Ø5/8″ + 4Ø1/2″ 4Ø5/8″ + 4Ø1/2″ 4Ø1/2″ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-3 C-4 C-1 C-2 C-6 C-5 5 5 5 5 5 5 5 5 4Ø5/8″ + 4Ø1/2″ 4Ø5/8″ + 4Ø1/2″ 4Ø1/2″ 4Ø1/2″ \LDETALLE COLUMNAS ESCALA : 1:20 5 5 5 5 5 5 5 5 Z-2 Æ 1/2 @ 0.15 Z-1 Æ 1/2 @ 0.15 Z-3 Æ 1/2 @ 0.15 Z-4 Æ 1/2 @ 0.15 C-1 C-2 C-1 C-2 C-1 C-2 C-1 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-1 C-5 C-5 C-4 C-4 C-3 C-3 C-3 C-1 C-2 C-2 C-2 C-1 \LAULA 01 PISO DE MADERA MACHIHEMBRADA C-1 C-2 C-1 C-2 C-1 C-2 C-1 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-1 C-5 C-5 C-4 C-4 C-3 C-3 C-3 C-1 C-2 C-2 C-2 C-1 \LAULA 02 PISO DE MADERA MACHIHEMBRADA \LAULA 03 PISO DE MADERA MACHIHEMBRADA \LAULA 04 PISO DE MADERA MACHIHEMBRADA P-01 P-01 P-01 P-01 \LDISTRIBUCION PRIMERA PLANTA ESC: 1:75 \LDISTRIBUCION SEGUNDA PLANTA ESC: 1:75 C-4 C-4 C-4 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 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 3 @ 0.10 R @ 0.25 1 @ 0.05 Ø 1/4″ : 3 @ 0.10 R @ 0.25 1 @ 0.05 Ø 1/4″ : 3 @ 0.10 R @ 0.25 1 @ 0.05 Ø 1/4″ : 3 @ 0.10 R @ 0.25 1 @ 0.05 Ø 1/4″ : 3 @ 0.10 R @ 0.25 1 @ 0.05 Ø 1/4″ : 3 @ 0.10 R @ 0.25 1 @ 0.05 Ø 1/4″ : CIMENTACION CIMENTACION CIMENTACION CIMENTACION CIMENTACION CIMENTACION C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-3 C-3 C-3 C-1 C-1 VS-25×40 VS-25×40 VS-25×40 VS-25×40 VS-25×40 VS-25×40 VS-25×40 VS-25×40 VP-25×50 VP-25×50 VP-25×50 VP-25×50 VP-25×50 VP-25×50 VP-25×50 VP-25×50 VP-25×50 VP-25×50 VIGA DE BORDE VIGA DE BORDE VIGA DE BORDE VIGA DE BORDE 01 01 01 01 02 02 02 02 \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” A\H0.875x;s\H1.143x; \fSymbol|b0|i0|c2|p18;T : Æ \fArial|b0|i0|c0|p34;1/4″ @ 0.20 m A\H0.875x;s\H1.143x; \fSymbol|b0|i0|c2|p18;T : Æ \fArial|b0|i0|c0|p34;1/4″ @ 0.20 m A\H0.875x;s\H1.143x; \fSymbol|b0|i0|c2|p18;T : Æ \fArial|b0|i0|c0|p34;1/4″ @ 0.20 m A\H0.875x;s\H1.143x; \fSymbol|b0|i0|c2|p18;T : Æ \fArial|b0|i0|c0|p34;1/4″ @ 0.20 m \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” \A1; Ø \A1;\H0.70000x;\S1#2;\A1;” 5 5 5 5 5 5 5 5 \A1;2 Ø \A1;\H0.70000x;\S1#2;\A1;” \A1;As. Temperatura Ø \A1;\H0.70000x;\S1#4;\A1;” @ 0.20m. \LARMADO DE VIGAS Y COLUMNAS ESCALA : 1 : 75 \LARMADO LOSA ALIGERADA ESCALA : 1:50 \LCORTE TIPICO DE LOSA ESCALA : 1:10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-1 C-2 C-1 C-2 C-1 C-2 C-1 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-1 C-5 C-5 C-4 C-4 C-3 C-3 C-3 C-1 C-2 C-2 C-2 C-1 P-01 P-01 C-4 C-4 S 2S S 2S T.G. SUBE 2do NIVEL 3-1X16 mm2 CONDUCTOR ALIMENTADOR ACOMETIDA DE ENERGIA ELECTRICA S S C-1 C-2 C-1 C-2 C-1 C-2 C-1 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-1 C-5 C-5 C-4 C-4 C-3 C-3 C-3 C-1 C-2 C-2 C-2 C-1 P-01 P-01 C-4 C-4 T.G. 2S SUBE del 1er NIVEL S 2S LEYENDA S o 2S o TABLERO DE DISTRIBUCION SALIDA PARA LUMINARIA METALICA EMPOTRADA EN EL TECHO SPOT LIGTH (LAMPARA 50 W) SALIDA PARA TOMACORRIENTE DOBLE CON TOMA DE TIERRA INTERUPTOR SIMPLE INTERUPTOR DOBLE CIRCUITO DE ALUMBRADO CIRCUITO TOMACORRIENTES CON TOMA A TIERRA 5 PIZARRA DE CONCRETO \A1;BRUÑA TICERO PIZARRA DE CONCRETO \A1;BRUÑA TICERO 5 5 5 5 5 DETALLE DE TICERO TICERO DE MADERA AGUANO TARUGO DE MADERA ESC: 1/10 TIRAFON MADERA MACHIHEMBRADA 1″x4″ DETALLE ENTABLADO DURMIENTES 2″x3″ % TERRENO COMP. AL 95 ESCALA 1:10 F’c=140Kg/cM2. FALSO PISO 4″ 5 5 5 5 \A1;0.03 \A1;0.12 5 SOBRE CIMENTACION CIMENTACION Los muros se amarran a las columnas a travez de fierroz de 1/4″ espaciados cada cuatro hiladas para evitar el efecto del sismo perpendicular al plano del muro, estos fierros encajan en la columnas dejados durante la construcción del muro. \LNOTA: En todo los casos de muros de soga con ventanas se aislaran de las columnas para evitar efecto de columna corta, se debe dejar un espacio libre para que el muro se despalze sobre su plano (2 cm.). C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 Y Y 5 \LSECCION Y-Y 5 2 Ø 3/8″ Ø 1/4″ VIGA VA (0.15×0.15) VIGA DE CIMENTACION COLUMNA en columna detalle similar a VA 2 Ø 3/8″ \LDETALLE TIPICO DE PORTICO Y CONFINAMIENTO DE MUROS LOSA ALIGERADA 0.20 VS-25×40 5 5 5 5 5 5 5 DETALLE DE VEREDA ESC. 1:20 CORTE LONGITUDINAL Terreno compactado 95% Junta de dilatacion 1″ arena y brea SARDINEL f’c=175Kg/cm2 ENRROCADO CON PIEDRA MEDIANA 5 5 5 5 5 5 5 4 Ø 5/8″ : 4 Ø 5/8″ : 4 Ø 5/8″ : 4 Ø 5/8″ : 4Ø 5/8″ : 4Ø 5/8″ : 4Ø 5/8″ : 4Ø 5/8″ : 4Ø 5/8″ : 4Ø 5/8″ : 4Ø 5/8″ : 4Ø 1/2″ : 4Ø 1/2″ : 4Ø 1/2″ : 4Ø 1/2″ : 4Ø 1/2″ : 4Ø 1/2″ : 5 5 \LELEVACION FRONTAL ESC: 1:75 \LELEVACION POSTERIOR ESC: 1:75 \LELEVACION LATERAL ESC: 1:50 \LCORTE A – A ESC: 1:50 5 MURO DE CABEZA TIPO CARABISTA \LDIAGRAMA UNIFILAR TABLERO MONOFASICO MEDIDOR KW-H ACOMETIDA 2 x6 mm. TW AWG Tub. SAP Ø 25.40 mm. C-1 2x30A. ALUMBRADO 2×14 AWG Tub. SEL Ø 15mm. C-2 2x30A. TOMACORRIENTE 2 x 12 AWG Tub. SEL Ø 15mm. 2 x4 mm. TW AWG Tub. SAP Ø 25.40 mm. TOMA A TIERRA C-3 2x30A. RESERVA 2 x 12 AWG Tub. SEL Ø 15mm. \LINSTALACIONES ELECTRICAS ESC: 1:75 Cimientos Corridos 1:10 + 30% PG Sobrecimiento 1:8 + 25% PM 1 2 3 4 5 6 7 8 10 11 12 13 14 15 C-4 9 16 17 1 2 3 4 5 6 7 8 10 11 12 13 14 15 9 16 17 5 5 5 5