Structures – Taraco DWG Section for AutoCAD

Structures – Taraco DWG Section for AutoCAD

EARTHQUAKE RESISTANT STRUCTURES SCHOOL – plants – sections – Construction details

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

typical, joint, plans of, join cm, concrete shelving, done on site, rest, general details, rest, rec., n.f.p. indicated, var, columneta detail, beam, scale, that is born in beam, sup, in beams, horizontal reinforcement splicing, slab beam, beam, scale, typical anchor detail, of slabs in walls, plant, plant, detail of typical anchorage of beams, different floors splicing, in columns plates, alternating splices in, as the maximum of the reinforcement, vertical reinforcement splicing, foundation beam, albanileria fm, cm., cm. faces, indicated in formwork, all of the wall-building units are, manufactured with the minimum dimensions indicated, in this they should be clay, walls cm. faces in contact with, with class iv, should rank as minimum, use portland cement type ip, mortar, of volume, shall not exceed, if you have alveoli these, albanileria unit, masonry, overload, columns beams, lightened flat beams, ground, coatings, shoes, Water, reinforced concrete, reinforcing steel, of medium size stone, concrete improvements, general specifications, concrete cycle, concrete in foundation type, in rest of the type structure, carrying capacity, study of, in columns beams of, mooring in parapet type, slab light, the column support., beam each side of, a length of, superior in, reinforcement joints, they will not be allowed, more of the, armor in one, they will not be spliced, shall be located in the, same section., central third, the splices, overlap splices, beams, colum., in columns, slabs beams, min, folds, stirrups, cabbage, floor, column table, scale, rest from, partition, wire each yarn, column plate, pvc tube, joint, pvc tube, roof beam, joint, pvc tube, column plate, wires each yarn, variable planes of, window, pvc tube, non-load bearing masonry, esc., cut, join cm, cut, note the independence boards were filled with similar teknoport, scale, lightened, scale, lightened, scale, lightened, its T., its T., scale, lightened, its T., cm. in, bars bend, lightened cm, pavilion, roof formwork first floor, scale, the mooring columns are born of the second detail., esc:, splicing detail, note, of confinement., cm., outside the area, the joints are, long of the splice, of columns, wires, threads, cut, cut, scale, detail of partition wall, wires, threads, scale, overcoming, concrete wall, beam, meeting room, board of, scale, roasted, painted, railing, polished concrete, turn it up, polished concrete, bruna, rest from, rest from, cut, cut, foundation, scale, modulo ss.hh. teaching students, cut, cut, foundation, classroom module, cut, cut, scale, shoe detail, scale, foundation beam, foundation beam, foundation beam, foundation beam, typical of the lightened, foundation, scale, parapet in circulation, staircase floor, tern port, sole, beam, foundation, overcoming, floor, meeting, beam, foundation, overcoming, floor, meeting, beam, foundation, overcoming, floor, meeting, beam, foundation, floor, overcoming, floor, foundation, floor, cement

Raw text data extracted from CAD file:

8 \A1;0.80 \A1;0.25 \A1;0.30 \A1;0.30 \A1;m \A1;L/4 \A1;L \A1;L/3 \A1;L/4 \A1;L/4 \A1;L/4 \A1;m \A1;L/3 \A1;L/3 \A1;0.15 \A1;B \A1;B \A1;.30 \A1;.30 \A1;B' \A1;.30 \A1;.30 \A1;B' \A1;R \A1;L \A1;L \A1;L \A1;L \A1;L \A1;R .30 .30 .70 .15 .15 .60 .50 .30 .30 .30 .15 .15 .30 .40 .25 .50 .30 \A1;h/2 \A1; h 0.25 0.30 \A1;JUNTA TÍPICA 1" .25 0.10 .40 .40 0.10 JUNTA TÍPICA 1" 0.25 \A1;VARIABLE (según planos de Arquitectura) \A1;h/2 0.25 0.25 JUNTA 3 cm .15 .15 .15 0.25 o 0.15 \A1;.20 \A1;.20 \A1;.30 \A1;.20 \A1;.20 \A1;.29 \A1;.30 \A1;.30 \A1;.25 .13 .10 \A1;.35 \A1;.35 \A1;.20 \A1;.15 \A1;.05 \A1;.10 \A1;.10 \A1;.30 \A1;.60 \A1;.25 \A1;.03 \A1;.40 \A1;.40 \A1;.03 \A1;.60 \A1;.25 \A1;.15 \A1;.15 \A1;30 \A1;30 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;1.80 ó 2.10 .20 .15 .25 .25 .20 .15 .25 .25 ESTANTERIA DE CONCRETO HECHA EN OBRA HECHA EN OBRA 2Sd,e \A1;.15 \A1;.10 \A1;1.00 \A1;0.20 .30 .30 .70 .15 .60 .50 .30 .30 .30 \A1;1.10 \A1;.80 \A1;.20 \A1;.10 \A1;.10 \A1;.25 \A1;.10 \A1;.10 \A1;.15 \A1;.15 \A1;.30 \A1;.15 \A1;.50 \A1;.90 \A1;.80 \A1;.10 \A1;.50 \A1;.80 \A1;.20 \A1;.10 \A1;.25 \A1;.50 \A1;1.10 \A1;.80 \A1;.20 \A1;.15 \A1;.50 \A1;.90 \A1;.80 \A1;.10 \A1;.50 \A1;1.10 \A1;.25 \A1;.50 \A1;1.10 \A1;.80 \A1;.14 \A1;.15 \A1;.25 \A1;.50 \A1;1.10 \A1;.80 \A1;.20 \A1;.10 \A1;1.80 \A1;1.30 \A1;.80 \A1;.78 \A1;.65 \A1;.85 \A1;.75 \A1;.30 \A1;.20 \A1;.20 \A1;.70 \A1;.45 \A1;.30 \A1;.50 \A1;.30 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;.60 \A1;.30 \A1;.50 \A1;.30 \A1;2.20 \A1;1.60 \A1;2.20 \A1;1.30 \A1;.85 \A1;.50 \A1;.30 \A1;1.50 \A1;1.50 \A1;.40 \A1;.30 \A1;.55 \A1;.60 \A1;.25 \A1;.50 \A1;1.10 \A1;.80 \A1;.15 \A1;.15 \A1;.25 \A1;.50 \A1;1.10 \A1;.80 \A1;.15 \A1;.15 \A1;1.10 \A1;.80 \A1;.15 \A1;.15 \A1;.25 \A1;.50 \A1;1.10 \A1;.80 \A1;.15 \A1;.15 \A1;1.10 \A1;.80 \A1;.15 \A1;.15 \A1;.15 \A1;.50 \A1;.95 \A1;.80 \A1;.15 \A1;.50 \A1;.10 \A1;.25 \A1;.10 \A1;.10 \A1;.15 \A1;.15 \A1;.30 \A1;.15 \A1;.50 \A1;.90 \A1;.80 \A1;.15 \A1;.50 1 2 3 4 7 8 9 10 11 12 A B 5 6 A B S/E Resto s/cuadro DETALLES GENERALES .30 .30 @.15 1@.05 5 @10 L Resto S/Cuadro 1@.05 REC. L N.F.P. INDICADO .10 @.10 VAR N.F.Z.=-1.50 0.80 DETALLE DE COLUMNETA 0.30 0.30 5 VIGA s ; ø 1/4"; @.20 ESCALA 1/25 QUE NACE EN VIGA m L/4 L L/3 ø SUP. L/4 L/4 L/4 m L/3 L/3 EN VIGAS EMPALME DE REFUERZO HORIZONTALES VIGA y/o LOSA d S d S 0.15 \A1;0.10 (TIPICO) \A1;0.10 (TIPICO) VIGA ESCALA 1/25 b = 0.15 m DETALLE DE ANCLAJE TIPICO DE FIERROS DE LOSA EN MUROS B B (Encuentro en "t") .30 .30 B' PLANTA (En Esquina) PLANTA .30 .30 B' DETALLE DE ANCLAJE DE ARMADURA DE VIGAS ( TIPICO ) 2H/3 Le H/6 Le H H/6 d 3/8" 1/2" .40 .45 Le(m) DIFERENTES PISOS Y EMPALMAR EN COLUMNAS Y PLACAS NOTA.- ALTERNAR LOS EMPALMES EN COMO MAXIMO 50% DEL REFUERZO EMPALME DE REFUERZO VERTICAL VIGA DE CIMENTACION 2 ALBANILERIA fm = Kg/cm : ~ ' : 7.5 cm. : 3 cm. : 2.5 cm. : 2.5 cm. (EN CARAS SECAS) S/C = INDICADA EN ENCOFRADOS TODAS LAS UNIDADES DE ALBANILERIA DE MUROS SE FABRICARAN CON LAS DIMENSIONES MINIMAS INDICADAS EN ESTE PLANO, DEBERAN SER DE ARCILLA MUROS : 4 cm. (EN CARAS EN CONTACTO CON CON EL CLASE IV DEBERAN CLASIFICAR COMO MINIMO , USAR CEMENTO PORTLAND TIPO IP MORTERO (CEMENTO-ARENA) : 13 del Volumen no excederán el 30% Si Tiene Alveolos estos ~ UNIDAD DE ALBANILERIA ALBAÑILERIA SOBRE CARGA : : COLUMNAS Y VIGAS ALIGERADOS Y VIGAS CHATAS TERRENO RECUBRIMIENTOS ZAPATAS 24 9 AGUA O TERRENO) f = 4,200 Kg/cm CONCRETO ARMADO ACERO DE REFUERZO y : 2 1:5 45 DE PIEDRA MEDIANA DE TAMAÑO MAXIMO 3" SOBRECIMIENTOS : CONCRETO f'c=100 Kg/cm2 + 25 % ESPECIFICACIONES GENERALES CONCRETO CICLOPEO CONCRETO f = Kg/cm EN CIMENTACION (cemento TIPO IP) f = Kg/cm EN RESTO DE LA ESTRUCTURA (cemento TIPO IP) 210 : ' c 210 : c ' 2 2 CAPACIDAD PORTANTE 0.91 Kg/cm2 : (VER ESTUDIO DE SUELOS) f = Kg/cm EN COLUMNETAS Y VIGAS DE : c 210 2 AMARRE EN PARAPETOS (cemento TIPO IP) ' R L R 6mm. 3/8" L de luz de la losa o la columna o apoyo. viga a cada lado de una Longitud de 1/4 superior (negativo) en empalmes del refuerzo No se permitirán 60 - 70 3/4" - - 50 60 5/8" más del 50% de la armadura en una No se empalmarán se ubicarán en el misma sección. tercio central. d Los empalmes L TRASLAPES Y EMPALMES (cm) LOSAS, (cm) 30 6mm d VIGAS COLUM. 40 3/8" 1/2" 50 30 40 EN COLUMNAS L LOSAS Y VIGAS L 5cm 4cm 3cm 2cm 25cm 20cm 15cm 10cm 6cm 30cm min R L 10cm 15cm 2.0cm. 1.5cm. DOBLECES ESTRIBOS L 5 5 5 6d 3/4" + 4d5/8" 6d3/4" C-1 C-2 C-3 C-4 COL PISO 1° 2° CUADRO DE COLUMNAS ESCALA 1/25 4d5/8" 6d 5/8" 1 d3/8"1@.05, R@.20 4d 3/8" 1 d1/4"1@.05, R@.20 5 2 d 3/8" 1 d1/4"1@.05, R@.20 5 6d 3/4" + 4d5/8" d3/8" 1 a 0.05, 8@0.10 Resto @.20, a partir de c/extremo 5 5 5 5 5 6d3/4" 5 C-5 C-6 C-7 5 5 6d 5/8" 1 d3/8"1@.05, R@.20 5 5 5 5 h/2 TABIQUE h \A1;2 ALAMBRE N°8 CADA 3 HILADAS 1d1/2" PLACA o COLUMNA 0.25 0.30 Tubo PVC JUNTA TÍPICA 1" Tubo PVC 1d5/8" 5 a 0.10 VIGA o TECHO a 5 5 a 0.10 a JUNTA TÍPICA 1" Tubo PVC 0.25 PLACA o COLUMNA 1d1/2" \A1;2 ALAMBRES N°8 CADA 3 HILADAS VARIABLE (según planos de Arquitectura) VENTANA h/2 0.25 Tubo PVC 0.25 1d1/2" \LDETALLE DE ALBAÑILERÍA NO PORTANTE ESC. 1/25 5 5 CORTE a-a 4 d 3/8'' d 1/4'' @ 0.15 (corrugado) 0.25 o 0.15 JUNTA 3 cm 4 d 3/8'' d 1/4'' @ 0.15 (corrugado) 5 CORTE b-b b b b b NOTA : Las Juntas de Independizacion se rellenaron con teknoport o similar ESCALA : 1/25 2-2 5 5 ALIGERADO 1-1 ESCALA : 1/25 5 5 2d3/8" d1/4"@.20 V-T ALIGERADO .20 5 2d3/8" d1/4"@.20 ESCALA : 1/25 5 5 ALIGERADO 5 4d5/8" Est. d3/8",1@.05 6@.10,3@.15,R@.20,c/e 4d5/8" Est. d3/8",1@.05 6@.10,3@.15,R@.20,c/e ESCALA : 1/25 3-3 5 ALIGERADO 5 4d5/8" Est. d3/8",1@.05 6@.10,3@.15,R@.20,c/e 5 5 cm. en extremos) 15 .15 .05 .20 .10 .10 d1/4"@.25 (Usar barras rectas, doblan .30 ALIGERADO H= 20 cm S/C = 250 Kg/m (AULAS) PABELLON 1 S/C = 400 Kg/m (CORREDOR) ENCOFRADO TECHO PRIMER PISO ESCALA : 1/50 Nota.- Las columnetas de amarre naceran de las vigas, segun detalle. ESC: 1/25 DETALLE DE EMPALME L d 3/4" 1/2" NOTA : 5/8" DE CONFINAMIENTO. 80 cm. 45 cm. 60 cm. ZARAN FUERA DE LA ZONA LOS EMPALMES SE REALI- LONG. DEL EMPALME (L) DE COLUMNAS 2 ALAMBRES #8 @ 3 HILADAS 5 CORTE W-W 2d3/8'' d1/4@.20 5 CORTE Y-Y 5 (Ver Detalle) 5 ESCALA 1:25 DETALLE DE MURO DE TABIQUE 5 2 ALAMBRES #8 @ 3 HILADAS d1/4" 1@,05,3@,10,Rto,@,20c/e 5 5 5 .15 .15 4d3/8" ESCALA 1:25 30 30 5 5 C-A Y (TIPICO) 5 5 (TIPICO) 1.00 o' 1.50 1.80 ó 2.10 SOBRECIMIENTO MURO DE CONCRETO O VIGA Y 2 d3/8" W W JUNTA DE TERNOPORT e=2.5cm. JUNTA DE 1 2 3 4 7 8 9 10 11 12 A B 5 6 A B 5 4d 3/8" 1 d1/4"1@.05, R@.20 5 C-8 4d 5/8" 1 d3/8"1@.05, R@.20 5 5 5 4d 3/8" 1 d1/4"1@.05, R@.20 5 4d 5/8" 1 d3/8"1@.05, R@.20 5 5 ESCALA : 1/25 TARRAJEADO Y PINTADO .15 .10 PASAMANO h=10cm CEMENTO PULIDO 1.00 CONTRAZOCALO h=.20 CEMENTO PULIDO 0.20 BRUÑA 1x1cm. 4d5/8" 5 5 5 6d3/4" 4d5/8" 5 d3/8" 1 a 0.05, 8@0.10 Resto @.20, a partir de c/extremo 6d 3/4" + 4d5/8" d3/8" 1 a 0.05, 8@0.10 Resto @.20, a partir de c/extremo 6d 3/4" + 4d5/8" d3/8" 1 a 0.05, 8@0.10 Resto @.20, a partir de c/extremo 5 5 5 5 5 6d3/4" 6d5/8" CORTE 5-5 5 5 5 5 5 5 5 5 5 CORTE 3-3 CORTE 4-4 (minimo) 5 5 5 5 N.F.P.+1.10 (minimo) 5 5 5 5 N.F.P.+0.15 CIMENTACION ESCALA : 1/50 MODULO SS.HH. ALUMNOS DOCENTES 5 5 CORTE 3-3 CORTE 4-4 (minimo) 5 5 5 5 N.F.P.+0.15 (minimo) 5 5 5 5 5 5 CORTE 2-2 5 5 5 (minimo) CIMENTACION MODULO AULAS 5 5 CORTE 1-1 5 5 5 .15 (minimo) 5 5 CORTE 2-2 5 5 5 5 (minimo) ESCALA : 1/50 5 DETALLES DE ZAPATAS ESCALA : 1/25 C-1 5 5 5 5 5 5 C-2 C-7 5 5 5 5 5 5 5 5 5 5 5 5 d5/8"@ .20 d5/8"@ .20 d5/8"@ .20 d5/8"@ .20 d5/8"@ .20 d5/8"@ .20 5 5 5 5 5 Z-1 Z-2 Z-3 5 5 Z-4 5 5 5 5 d5/8"@ .20 d5/8"@ .20 C-7 C-3 5 5 Z-5 5 5 5 5 d3/8", 1@.05, 15@.15, R@.30 4d5/8" 2d5/8" 4d5/8" 4d5/8" 2d5/8" 4d5/8" 4d5/8" 2d5/8" 4d5/8" 4d5/8" 2d5/8" 4d5/8" VIGA DE CIMENTACION d3/8", 1@.05, 15@.15, R@.30 VIGA DE CIMENTACION d3/8", 1@.05, 15@.15, R@.30 VIGA DE CIMENTACION d3/8", 1@.05, 15@.15, R@.30 VIGA DE CIMENTACION d3/8", 1@.05, 15@.15, R@.30 \LDETALLE TIPICO DEL ALIGERADO CIMIENTO CORRIDO CIMIENTO CORRIDO ESCALA 1:25 PARAPETO EN CIRCULACION 2º PISO Y ESCALERA TERNOPORT e=2.5cm. SOLADO VIGA DE CIMENTACION SOBRECIMIENTO PISO JUNTA VIGA DE CIMENTACION SOBRECIMIENTO PISO JUNTA VIGA DE CIMENTACION SOBRECIMIENTO PISO JUNTA VIGA DE CIMENTACION PISO SOBRECIMIENTO PISO CIMENTACION PISO CIMENTACION SOBRECIMIENTO PISO JUNTA CIMENTACION SOBRECIMIENTO PISO JUNTA CIMENTACION TERRENO NATURAL TERRENO NATURAL TERRENO NATURAL TERRENO NATURAL TERRENO NATURAL TERRENO NATURAL TERRENO NATURAL TERRENO NATURAL VIGA DE CIMENTACION CORTE 5-5 5 5 5 5 5 5 5 5 5 CORTE 3-3 CORTE 4-4 (minimo) 5 5 5 5 N.F.P.+0.15 (minimo) 5 5 5 5 N.F.P.+0.15 CIMENTACION ESCALA : 1/50 MODULO SS.HH. ALUMNOS DOCENTES 5 5 CORTE 3-3 CORTE 4-4 (minimo) 5 5 5 5 N.F.P.+0.15 (minimo) 5 5 5 5 5 5 CORTE 2-2 5 5 5 5 (minimo) CIMENTACION MODULO AULAS 5 5 CORTE 1-1 5 5 5 5 (minimo) 5 5 CORTE 2-2 5 5 5 5 (minimo) ESCALA : 1/50 d3/8", 1@.05, 15@.15, R@.30 4d5/8" 2d5/8" 4d5/8" 4d5/8" 2d5/8" 4d5/8" 4d5/8" 2d5/8" 4d5/8" 4d5/8" 2d5/8" 4d5/8" VIGA DE CIMENTACION d3/8", 1@.05, 15@.15, R@.30 VIGA DE CIMENTACION d3/8", 1@.05, 15@.15, R@.30 VIGA DE CIMENTACION d3/8", 1@.05, 15@.15, R@.30 VIGA DE CIMENTACION d3/8", 1@.05, 15@.15, R@.30 VIGA DE CIMENTACION SOBRECIMIENTO PISO JUNTA TERRENO NATURAL VIGA DE CIMENTACION SOBRECIMIENTO PISO JUNTA TERRENO NATURAL VIGA DE CIMENTACION SOBRECIMIENTO PISO JUNTA TERRENO NATURAL VIGA DE CIMENTACION PISO TERRENO NATURAL CIMENTACION SOBRECIMIENTO PISO TERRENO NATURAL CIMENTACION PISO TERRENO NATURAL CIMENTACION SOBRECIMIENTO PISO JUNTA TERRENO NATURAL CIMENTACION SOBRECIMIENTO PISO JUNTA TERRENO NATURAL ESTRUCTURA - DETALLERS AA-E-01

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, construction, details, DWG, earthquake, earthquake resistant structure, erdbebensicher strukturen, plants, resistant, school, section, sections, seismic structures, structures, strukturen