Los Angeles School DWG Section for AutoCAD

Los Angeles School DWG Section for AutoCAD

Los Angeles School – 11 Classrooms – Plants – Sections – Elevations

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

patio, foundation of, s.h. men, s.h. women, cistern, beam, section aa, section bb, shaded areas, detail of foundation beam, for all, foundations passes, note: cc section, bottom level of the ditch., tank plant, bottom of cistern, tank lid, sobrecimiento, variable, central, additional, perimeter, shoe detail, abutments, section, type, column table, steel, foundation, intermediate section, final section, detail of abutments, columns, effort :, overload:, masonry:, stairs, slabs, walls, flat beams, columns, banked beams, coatings :, technical specifications, footings, steel splice :, terrain resistance :, beam – see, lightened, beam, plant: foundation, v. a, earthenware, empty, lightened second floor, lightened first floor, lightened third floor, maximum, elevation, corner, detail of anchoring roof beams, light steel, steel temperature, corridos, a – a, b – b, shh, corridor, roof, hall, rest, cut a – a, main elevation, ceiling projection, shp, kiosk, classroom, deposit, sh, income, control, cto. of, pumps, games, room, shm, garden, parapet, beam projection, workshops, secretary, teachers room, railing, dances, direction, computer, plant: first floor, floor: second floor, floor: third floor , arq luis language, educational center, los angeles school

Raw text data extracted from CAD file:

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HOMBRES S.H. MUJERES AULA - 6 -38.93623911169453 -38.93623911169453 C-1 C-1 C-2 C-1 C-2 C-3 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 C-2 C-3 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 C-2 C-2 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 C-1 C-2 C-1 C-1 C-2 C-1 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 C-3 C-3 -38.93623911169453 -38.93623911169453 C-1 C-2 -38.93623911169453 -38.93623911169453 C-1 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 C-2 C-1 C-1 -38.93623911169453 A A A A A A B B B B B B C C C C CISTERNA -38.93623911169453 -38.93623911169453 A A A A A A A B B B B B B A A B B B B B B A A B B B B B B C C C C C C C C C C A A A A -38.93623911169453 A A A A A A C C A A C C B B B B LA VIGA DE \A1;.40 -38.93623911169453 SECCION A-A -38.93623911169453 SECCION B-B ZONAS SOMBREADAS DETALLE DE VIGA DE CIMENTACION POR TODAS LAS CIMENTACION PASA \A1;.30 -38.93623911169453 -38.93623911169453 NOTA: -38.93623911169453 1.00 .15 .35 .10 1.00 .15 .35 .10 -38.93623911169453 -38.93623911169453 -38.93623911169453 1.00 .15 .10 SECCION C-C ANTES DEL VACIADO DEL CIMIENTO; SE VASEARA NOTA: UN SOLADO DE 15 cm, PREVIA COMPACTACION DEL NIVEL FONDO DE LA ZANJA. ø1/2"@.20 ø1/2"@.20 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 ø1/2"@.20 PLANTA DE CISTERNA FONDO DE CISTERNA -38.93623911169453 -38.93623911169453 -38.93623911169453 2ø1/2"@.20 ø3/8"@.20 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 TAPA DE CISTERNA .60 SOBRECIMIENTO .10 .10 VARIABLE CENTRALES -38.93623911169453 -38.93623911169453 4 d 3/8"1@.05;3@.10 Rsto. @.25 en c/e ADICIONALES 4 d 3/8"@.25 .60 PERIMETRALES .10 .10 VARIABLE CENTRALES -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 -38.93623911169453 DETALLE DE ZAPATA C-1 ESTRIBOS SECCION TIPO CUADRO DE COLUMNAS C-2 C-3 ACERO 4 d3/8" VER DETALLE 6d5/8" -38.93623911169453 .30 4d5/8"+ 2 d1/2" ESTRIBOS 1° - 2° -38.93623911169453 .30 4 d3/8" VER DETALLE 1° - 2° -38.93623911169453 .30 4d5/8"+ 2 d1/2" 4 d3/8" VER DETALLE 1° - 2° CIMIENTO 4 d 3/8"1@.05;3@.10;1@.15 Rsto. @.25 en c/e ADICIONALES 4 d 3/8"@.25 -38.93623911169453 -38.93623911169453 SOBRECIMIENTO -38.93623911169453 -38.93623911169453 ADICIONALES 4 d 3/8"@.10 ADICIONALES 4 d 3/8"@.10 TRAMO INTERMEDIO .20 4 d 3/8"1@.05;3@.10;1@.15 Rsto. @.25 en c/e TRAMO FINAL .20 DETALLE DE ESTRIBOS EN COLUMNAS ESFUERZO: SOBRECARGA: ALBAÑILERIA: ESCALERAS, LOSAS, PAREDES, VIGAS CHATAS COLUMNAS , VIGAS PERALTADAS RECUBRIMIENTOS: f'm = 45 kg/cm2 ESPECIFICACIONES TECNICAS ZAPATAS ACERO CIMIENTO CORRIDO f' c = 175 kg/cm 1° - 2° PISO = 200 kg/m2 MORTERO = 1.4CEMENTO + ARENA : 7.5 cm : 4 cm. f' y = 4200 ESCALERA = 500 : 2 cm. EMPALME DE ACERO: d3/8" L = 45cm d3/ L = 65cm ; d 5/8" L=70cm RESISTENCIA DEL TERRENO: 6 T 25 cm2 (VERIFICAR EN OBRA) TRAMO 1 Ø1/2"@0.15 Ø1/2"@0.15 Ø1/2"@0.15 -38.93623911169453 -38.93623911169453 TRAMO 2 - 4 -38.93623911169453 -38.93623911169453 Ø1/2"@0.15 \A1;.70 \A1;.10 \A1;.25 \A1;.20 \A1;.10 .15 \A1;1.50 ( ESCALERA - 1) 1.15 ( ESCALERA - 2) Ø1/2"@0.15 -38.93623911169453 -38.93623911169453 -38.93623911169453 Ø1/2"@0.15 Ø1/2"@0.15 Ø1/2"@0.15 VIGA - VER ALIGERADO 1.95 ( ESCALERA - 1) .50 ( ESCALERA - 2) .25 \A1;.20 VIGA 1.95 ( ESCALERA - 1) .50 ( ESCALERA - 2) TRAMO 3 -38.93623911169453 Ø1/2"@0.15 Ø1/2"@0.15 Ø1/2"@0.15 .15 \A1;1.50 ( ESCALERA - 1) 1.15 ( ESCALERA - 2) PLANTA : CIMENTACION \A1;.65 \A1;.65 \A1;1.05 \A1;1.75 \A1;1.10 \A1;1.10 \A1;1.20 \A1;.65 \A1;.40 \A1;1.05 \A1;1.75 \A1;1.10 \A1;1.10 \A1;1.20 \A1;.75 \A1;.65 \A1;.65 \A1;.65 \A1;.65 \A1;.40 \A1;.40 \A1;1.05 \A1;1.75 \A1;.65 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.60 \A1;1.75 \A1;1.75 \A1;1.75 \A1;.40 \A1;.40 \A1;1.75 \A1;1.75 \A1;.40 \A1;.60 \A1;1.05 \A1;1.75 \A1;1.05 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;1.75 \A1;1.75 \A1;1.75 \A1;.40 \A1;1.05 \A1;1.05 \A1;.40 \A1;.40 \A1;.70 \A1;.70 \A1;5.20 \A1;.30 \A1;.30 \A1;.30 \A1;0.40 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.20 I V - 1 V. A - 1 I V - 1 I V - 1 I V - 1 I V - 1 V. A - 1 V. A - 1 V. A - 1 V. A - 1 V. A - 1 V. A - 1 V. A - 1 V. A V. A I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 V. A V. A V. A I V - 1 I V - 1 I V - 1 I V - 1 I V - 2 I V - 2 V. A - 1 V. A - 1 V. A - 1 V. A V. A V. A I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 I V - 3 I V - 1 V. A V. A I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 V. A V. A V. A V. A V. A I V - 1 -56.21302194696408 -56.21302194696408 -56.21302194696408 -56.21302194696408 -56.21302194696408 -56.21302194696408 -56.21302194696408 -56.21302194696408 1d3/8" 1d1/2" 1d3/8" 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" -56.21302194696408 -56.21302194696408 -56.21302194696408 -56.21302194696408 -56.21302194696408 -56.21302194696408 -56.21302194696408 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" -56.21302194696408 -56.21302194696408 1d3/8" 1d1/2" -56.21302194696408 -56.21302194696408 1d3/8" 1d1/2" 1d3/8" -56.21302194696408 -56.21302194696408 1d1/2" -56.21302194696408 -56.21302194696408 1d1/2" + 1d 3/8" 1d1/2" -56.21302194696408 1d3/8" 1d1/2" -56.21302194696408 -56.21302194696408 -56.21302194696408 -56.21302194696408 -56.21302194696408 -56.21302194696408 -56.21302194696408 1d1/2" + 1d 3/8" -56.21302194696408 -56.21302194696408 1d1/2" -56.21302194696408 -56.21302194696408 -56.21302194696408 1d1/8" + 1d 3/8" -56.21302194696408 -56.21302194696408 1d1/2" -56.21302194696408 1d1/2" -56.21302194696408 -56.21302194696408 1d1/2" + 1d 3/8" 1d1/2" -56.21302194696408 1d1/2" -56.21302194696408 -56.21302194696408 -56.21302194696408 -56.21302194696408 -56.21302194696408 -56.21302194696408 1d1/2" + 1d 3/8" -56.21302194696408 -56.21302194696408 1d1/2" 1d1/2" 1d1/2" -56.21302194696408 1d1/2" I V - 3 I V. 1 I V. 1 I V. 1 I V. 1 I V. 1 I V. 1 LOZA DE ESCALERA LOZA DE ESCALERA E B A D G B B B B B B B B B B -56.21302194696408 -56.21302194696408 1d1/2" 1d1/2" 1d1/2" -56.21302194696408 -56.21302194696408 B B A A A A A A VACIO VACIO I V - 1 V. A - 1 I V - 1 I V - 1 I V - 1 I V - 1 V. A - 1 V. A - 1 V. A - 1 V. A - 1 V. A - 1 V. A - 1 V. A - 1 V. A V. A I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 V. A V. A V. A I V - 1 I V - 1 I V - 1 I V - 1 I V - 2 I V - 2 V. A - 1 V. A - 1 V. A V. A V. A I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 I V - 3 I V - 1 V. A V. A I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 V. A V. A V. A V. A V. A I V - 1 I V - 3 I V. 1 I V. 1 I V. 1 I V. 1 I V. 1 I V. 1 LOZA DE ESCALERA E B A D G B B B B B B B B B B B B A A A A A A VACIO VACIO C 1d3/8" 1d3/8" I V - 1 I V - 1 I V - 1 ALIGERADO SEGUNDO PISO S / C = 200 Kg / m2 ALIGERADO PRIMER PISO S / C = 200 Kg / m2 I V - 1 V. A - 1 I V - 1 I V - 1 I V - 1 I V - 1 V. A - 1 V. A - 1 V. A - 1 V. A - 1 V. A - 1 V. A - 1 V. A - 1 V. A V. A I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 V. A V. A V. A I V - 1 I V - 1 I V - 1 I V - 1 I V - 2 I V - 2 V. A - 1 V. A - 1 V. A V. A V. A I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 V. A V. A I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 I V - 1 V. A V. A V. A V. A V. A I V - 1 I V - 3 I V. 1 I V. 1 I V. 1 I V. 1 I V. 1 I V. 1 LOZA DE ESCALERA G B D A B B B B B B B B B B B B A A A A A A VACIO VACIO 1d3/8" 1d1/2" I V - 1 I V - 1 I V - 1 ALIGERADO TERCER PISO S / C = 200 Kg / m2 V. A V. A F F F -56.21302194696408 -56.21302194696408 1d3/8" C A C H A A -56.21302194696408 -56.21302194696408 -56.21302194696408 d 3/8", 4 @.05 , 5 @.10 , 3 @.15 Rsto .25 en c/ext -56.21302194696408 \A1;.20 \A1;0.30 0.30 \A1;0.30 X E e = 5 MAXIMO .45 DETALLE "Y" (PLANTA) CENTRALES DETALLE "Z" ELEVACION 0.30 DETALLE "X" (PLANTA) EN ESQUINA \A1;0.30 DETALLE DE ANCLAJE DE VIGAS EN TECHO -56.21302194696408 -56.21302194696408 \A1;0.20 CIORTE DEL ALIGERADO -56.21302194696408 \A1;0.05 \A1;0.15 ACERO DE TEMPERATURA -56.21302194696408 -56.21302194696408 0.20 d1/4"@0.25 0.20 -56.21302194696408 2 ø 1/2" IV - 2 0.20 0.20 -56.21302194696408 CORTE 4-4 IV - 1 5 ø 5/8" 0.20 0.10 -56.21302194696408 CORRIDOS 5 ø 5/8" CORRIDOS IV - 3 5 ø 1/2" 0.20 -56.21302194696408 CORRIDOS 4 ø 1/2" 0.20 -56.21302194696408 CORRIDOS A - A 4 ø 3/8" 0.20 -56.21302194696408 B - B ø 1/4"@.20 ø 1/4"@.20 ø 3/8" 5@.10,3@.15 Rsto .25 en C/ext ø 3/8" 5@.10,3@.15 Rsto .25 en C/ext ø 3/8" 4@.10, 1@.15 Rsto .20 en C/ext ø 1/4" 4@.10, 1@.15 Rsto .20 en C/ext S.H.H. S.H.H. S.H.H. CORREDOR CORREDOR N.P.T.+6.55 N.P.T.+3.35 N.P.T.+0.15 AZOTEA N.P.T.+9.75 PATIO N.P.T.+0.10 N.P.T.+0.15 HALL N.P.T.+3.35 HALL N.P.T.+6.55 AZOTEA N.P.T.+9.75 DESCANSO DESCANSO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE A - A ELEVACION PRINCIPAL 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 NPT.+ 0.15 PROYECCION DE TECHO S.H.P. KIOSKO NPT.+ 0.15 AULA DEPOSITO NPT.+ 0.15 S.H. AULA NPT.+ 0.15 .80x.2.10 .80x.2.10 .80x.2.10 1.10x.2.10 3.60x.2.80 INGRESO 5 5 5 5 5 .75x.2.10 1 2 3 4 1.10x.2.10 V 2.00 2.00 .80 2.00 .80 2.00 V V 1.30 2.30 1.00 2.30 1.00 1.45 V 1.45 1.00 V 2.30 CONTROL NPT.+ 0.15 .80 .50 2.30 V 5 5 .80x.2.10 1 4 3 2 7 6 5 CTO. DE BOMBAS .70 1.00 1.70 V JUEGOS NPT.+ 0.15 SALA DE AULA NPT.+ 0.15 AULA NPT.+ 0.15 NPT.+ 0.15 AULA 1.10x.2.10 1.10x.2.10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.10x.2.10 S.H.M. 1.10x.2.10 S.H.H. JARDIN 1.80 1.00 3.00 V 1.80 3.00 1.00 V 1.80 3.00 1.00 V V 2.30 2.00 .50 PARAPETO h=0.50 h=3.00 .50 V 2.75 2.10 2.10 2.75 V .50 .80 2.00 2.80 V 3.20 V 2.00 .80 .55 V 1.00 .80 2.30 .80 V .50 NPT.+ 0.15 NPT.+ 0.10 PATIO NPT.+ 0.15 PROYECCION DE TECHO PROYECCION DE VIGA PROYECCION DE TECHO PROYECCION DE TECHO PROYECCION DE TECHO PROYECCION DE TECHO .75x.2.10 5 5 5 <> NPT.+ 0.15 NPT.+ 0.15 1.00x.2.10 1.10x.2.10 5 .80 5 NPT.+ 3.35 5 5 5 5 5 5 5 2.00 1.00 2.20 V 5 TALLERES DE 2.75 5 5 SECRETARIA 1.10x.2.10 19 22 21 20 2.30 5 5 V SALA DE PROFESORES 2.10 2.75 V .50 5 5 5 5 5 21 22 23 24 25 19 20 5 5 5 5 5 5 1.80x.2.10 1.80 3.00 1.00 V 1.10x.2.10 AULA V 1.00 3.00 1.80 1.10x.2.10 2.10 2.75 V .50 h=1.00 PARAPETO 1.10x.2.10 AULA AULA 5 5 5 2.00 2.80 5 5 5 5 5 5 5 5 5 V 1.00 3.00 1.80 5 5 5 5 V 1.50 2.00 1.30 AULA 10 11 12 13 14 15 16 17 18 9 h=0.90 BARANDA DANZAS 1.00 2.40 2.00 V 1.50 V 2.00 .50 1.00x.2.10 .90x.2.10 1.00x.2.10 .80x.2.10 1.30 2.21 1.50 V S.H. 1.00 4.30 2.00 V CORREDOR 5 5 1.20 <> 5 5 5 2.70 1.00 V 2.00 1.10x.2.10 23 24 7 17 10 12 12 14 15 16 8 9 11 18 5 5 5 1.15 1.15 5 5 5 5 5 .80x.2.10 S.H.P. DEPOSITO 5 5 5 NPT.+ 3.35 5 5 S.H.H. S.H.M. 1.10x.2.10 1.10x.2.10 5 5 5 5 h=1.00 PARAPETO DIRECCION 2.10 1.20 V .50 h=1.00 PARAPETO h=0.90 BARANDA 5 5 5 5 2.75 SALA DE 5 5 1.00 2.20 2.00 5 V 5 5 5 5 2.40 V 2.00 1.00 5 SECRETARIA 5 .50 1.50 2.00 V INFORMATICA 1.10x.2.10 h=1.00 PARAPETO V 3.21 1.30 1.50 5 5 AULA 5 35 37 2.30 5 5 1.15 DIRECCION 5 5 5 5 1.15 34 33 32 31 30 29 28 1.00 2.00 4.30 V 27 26 42 41 40 39 38 1.00 2.00 2.70 V 5 CORREDOR 36 .50 V 1.20 2.10 NPT.+ 6.55 1.10x.2.10 .50 V 2.75 2.10 5 5 2.80 2.00 V .80 5 5 5 1.10x.2.10 S.H.M. 5 5 DEPOSITO S.H.P. .80x.2.10 5 5 5 5 5 5 5 AULA 5 28 29 30 27 25 24 5 5 5 NPT.+ 3.35 h=0.90 BARANDA 31 32 33 34 35 36 23 22 21 20 19 1.50 2.00 1.30 V 1.80x.2.10 h=1.00 PARAPETO V 1.00 3.00 1.80 AULA 5 5 5 5 5 1.80 3.00 1.00 V 1.10x.2.10 V .50 2.10 2.75 h=1.00 PARAPETO 5 1.10x.2.10 1.10x.2.10 AULA 5 5 5 5 1.10x.2.10 S.H.H. 1.80 3.00 1.00 V 5 AULA 1.10x.2.10 CORREDOR CORREDOR 26 A A A A PLANTA : PRIMER PISO PLANTA : SEGUNDO PISO PLANTA : TERCER PISO arq Luis lengua centro educativo Colegio Los Angeles

Language	Spanish
Drawing Type	Section
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio
Tags	autocad, classrooms, College, DWG, elevations, library, los, plants, school, section, sections, university