Schoolroom DWG Block for AutoCAD

A school classroom

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

v-a, a u l a, dilatation joints, see detail of slate, corridor, architectural floor first level, type, width, height, alf., cant., observation, box vain, mad. with panels, iron with glass, longitudinal cut aa, cross section bb, slate tarrajeo polished, cement: fine sand, main elevation, foundations, roof formwork first level, npt, sobrecimiento, concrete ciclopeo, foundation, column, see detail, in foundation

Raw text data extracted from CAD file:

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CANT. OBSERV. CUADRO DE VANOS P-1 1.20 2.15 0.00 01 Mad. con paneles V-1 3.55 1.40 1.30 01 Fierro con vidrio V-2 2.35 1.40 1.30 01 Fierro con vidrio V-3 3.55 1.10 1.60 02 Fierro con vidrio V-A 1.20 0.55 2.15 01 Fierro con vidrio BRUÑA e 1cm NTP = + 0.15 BRUÑA e 1cm 5 5 5 5 5 5 5 5 CORTE LONGITUDINAL A-A ESCALA 1:50 5 5 5 5 CORTE TRANSVERSAL B-B ESCALA 1:50 5 5 5 NTP = + 0.15 NTP = + 0.00 5 5 5 BRUÑA e 1cm PIZARRA TARRAJEO PULIDO MEZCLA 1:5 CEMENTO: ARENA FINA TIZERO DE MADERA 4" X 4" 5 5 ELEVACION PRINCIPAL ESCALA 1:50 5 5 5 BRUÑA e 1cm NTP = + 0.15 BRUÑA e 1cm 5 5 5 5 5 5 5 5 5 5 NTP = + 0.00 Z-1 3.025 3.025 5 0.475 5 5 0.475 0,70 4.375 4.375 5 CIMENTACION ESCALA 1:50 1 2 3 A B C4 C1 C4 C2 C4 C4 C1 C3 C1 C4 C4 C2 C4 C4 C1 C3 7d3/8"@ .175 8d3/8"@ .20 5 5 NFZ=-1.60 h= 0.70 1 1 5 5 5 1" libre típico 1" libre típico 8d3/8"@ .175 12d3/8"@ .20 1 1 Z-3 NFZ=-1.60 h= 0.70 8d3/8"@ .20 7d3/8"@ .175 5 5 Z-1 NFZ=-1.60 h= 0.70 5 3 3 3 3 7d3/8"@ .175 8d3/8"@ .20 8d3/8"@ .20 7d3/8"@ .175 11d3/8"@ .175 12d3/8"@ .20 Z-2 NFZ=-1.60 h= 0.70 5 5 5 5 5 5 2 2 2 2 5 5 5 5 Z-4 NFZ=-1.60 h= 0.70 ESC. 1/25 0.15 SECC.: 1-1 N.P.T. +0.15 ESC. 1/25 SECC.: 2-2 ESC. 1/25 SECC.: 3-3 5 0.25 N.P.T. +0.15 N.P.T. +0.15 \Q0;DIMENSIONES \Q0;ALTURA \Q0;ZAPATA \Q0.00000;Z-1 \Q0.00000;Z-2 \Q0.00000;Z-3 \Q0.00000;Z-4 \Q0.00000;1.25 x 1.50 \Q0.00000;1.25 x 1.50 \Q0.00000;1.40 x 2.40 \Q0.00000;2.10 x 2.40 \Q0.00000;0.70 \Q0.00000;0.70 \Q0.00000;0.70 \Q0.00000;0.70 \Q0;DETALLES DE COLUMNAS \Q0.00000;TIPO \Q0.00000;ELEMENTO \Q0.00000;REFUERZO 0.25 0.60 0.70 0.25 0.225 0.25 0.25 0.30 0.25 0.15 0.20 \Q0.00000;C -1 \Q0.00000;C -2 \Q0.00000;C -3 \Q0.00000;C -4 \Q0.00000;ESCALA: 1/25 8d5/8" Rto@ 0.15 6d3/4"+4d5/8" Rto@ 0.15 4d1/2" d3/8"1@ 0.05,9@ 0.075 Rto@ 0.15 4d1/2" d1/4"1@ 0.05 Rto@ 0.15 3.025 4.125 4.125 5 ENCOFRADO TECHO PRIMER NIVEL 1 2 3 A B C1 C2 C1 C3 C2 C1 C3 V-101 (0.25x0.50) V-101 (0.25x0.50) V-102 (0.25x0.50) V-102 (0.25x0.50) C1 14v 3v VS-1 (0.25x0.30) VS-1 (0.25x0.30) VS-1 (0.25x0.30) VS-1 (0.25x0.30) VS-1(.25x.60) VS-1(.25x.60) V-C (0.15x0.20) V-C (0.15x0.20) 1d3/8" 5 1d3/8" 5 1d1/2" 5 1d1/2" 5 1d1/2" 1d3/8" 1d1/2" 1d3/8" 1d3/8" 5 1d3/8" 5 1d1/2" 5 1d1/2" 5 1d1/2" 1d3/8" 1d1/2" 1d3/8" 5 5 5 5 5 5 1.725 0.60 3.55 0.70 3.55 0.60 0.25 1.20 1.40 1.20 1.40 0.25 0.30 0.20 2d5/8" d3/8"1@ 0.05,9@ 0.10,Rto@ 0.20 d3/8"1@ 0.05,9@ 0.10,Rto@ 0.20 ESCALA:1/25 0.25 1.60 0.35 2.10 2.50 0.25 0.40 0.20 d3/8"1@ 0.05,Rto@ 0.10 d3/8"1@ 0.05,10@ 0.10,Rto@ 0.25 ESCALA:1/25 0.25 1.60 0.40 d3/8"1@ 0.05,9@ 0.075,Rto@ 0.15 5.80 0.25 0.70 0.80 ESCALA:1/25 d3/8"1@ 0.05,9@ 0.075,Rto@ 0.15 d3/8"1@ 0.05,Rto@ 0.20 0.20 2.75 0.30 2.75 0.25 0.25 0.40 0.20 0.25 0.20 0.10 5 Z-2 ZAPATA CONCENTRICA (1.25 x 1.50) ESC. 1/25 Z-1 ZAPATA EXCENTRICA (1.25 x 1.50) 0.25 N.F.P. +0.10 d 3/8'' @ 0.20 1.25 d 3/8'' @ 0.20 C:H 1 : 12 .25 F'c = 175 Kg/cm2 ESC. 1/25 Z-4 ZAPATA CENTRADA (2.10 x 2.40) N.F.P. +0.10 d 3/8'' @ 0.20 Z-3 ZAPATA CONCENTRICA (1.40 x 2.40) 0.25 N.P.T. +0.15 3" 0.70 d 3/8'' @ 0.20 .25 1.40 C:H 1 : 12 0.225 Z-2 NFZ=-1.60 h= 0.70 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3" 3" 5 5 5 5 5 C +0.00 NPT +2.90 NPT B A 5 A U L A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE COLUMNA C-3, C-4 ESC. 1/25 SOBRECIMIENTO C:H 1:8 + 25% PM. CONCRETO CICLOPEO CIMIENTO C:H 1:10 + 30% PG. CONCRETO CICLOPEO DE COLUMNA VER DETALLE EN CIMIENTO CORRIDO .25 N.F.P. - 1.05 d3/8"1@ 0.05,9@ 0.075 d3/8"1@ 0.05,9@ 0.075 d 3/8" @.15 (MONTAJE) d 3/8" @.15 (MONTAJE) CIMIENTO C:H 1:10 + 30% PG. CONCRETO CICLOPEO CIMIENTO C:H 1:10 + 30% PG. CONCRETO CICLOPEO V-101 (0.25 x 0.50) 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø1/2" 2Ø1/2" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø3/4" 2Ø5/8" 2Ø3/4" 2Ø3/4" 2Ø5/8" 2Ø5/8" 2Ø5/8" V-102 (0.25 x 0.50) V-103 (0.25 x 0.60) VS-1 (0.25 x 0.60) / (0.25 x 0.30) S/C = 300 kG/CM2, S/C VOLADO = 400 kg/m2 h= 0.20 m. ESCALA 1:50 V-103 (0.25x0.60) 5 5 5 5 5 5 5 5 5 V-3 V-3 V-1 V-2 V-A P-1 A U L A JUNTAS DE DILATACION EN PLANO D-01 VER DETALLE DE PIZARRON CORREDOR 4.375 3.025 3.025 5 5 5 0,70 4.375 B 5 5 5 5 5 5 5 5 5 5 A 1 PLANTA ARQUITECTONICA PRIMER NIVEL ESCALA 1:50 2 3 A B TIPO ANCHO ALTO ALF. CANT. OBSERV. CUADRO DE VANOS P-1 1.20 2.15 0.00 01 Mad. con paneles V-1 3.55 1.40 1.30 01 Fierro con vidrio V-2 2.35 1.40 1.30 01 Fierro con vidrio V-3 3.55 1.10 1.60 02 Fierro con vidrio V-A 1.20 0.55 2.15 01 Fierro con vidrio BRUÑA e 1cm NTP = + 0.15 BRUÑA e 1cm 5 5 5 5 5 5 5 5 CORTE LONGITUDINAL A-A ESCALA 1:50 5 5 5 5 CORTE TRANSVERSAL B-B ESCALA 1:50 5 5 5 NTP = + 0.15 NTP = + 0.00 5 5 5 BRUÑA e 1cm PIZARRA TARRAJEO PULIDO MEZCLA 1:5 CEMENTO: ARENA FINA TIZERO DE MADERA 4" X 4" 5 5 ELEVACION PRINCIPAL ESCALA 1:50 5 5 5 BRUÑA e 1cm NTP = + 0.15 BRUÑA e 1cm 5 5 5 5 5 5 5 5 5 5 NTP = + 0.00 1" libre típico 5 C +0.00 NPT +2.90 NPT B A 5 A U L A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5