High Tank – Structures DWG Plan for AutoCAD

High Tank – Structures DWG Plan for AutoCAD

PLAN ACCOUNT ENCOFRADOS; MAP FOUNDATIONS; SIZES AND CONSTRUCTION OF HIGH TANK

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

agustin de, torata, san, villa heroica, det. Beam collar, detail of columns, beam collar, variable, floor, det. column, entry portico detail, tarred wall, and painted, in av. industrial and hipolito unanue, existing wall, cut a – a, in street arias and araguez, court b – b, plant foundation, typical elevation, column, typical, corner, meeting, elevation, typical details of armor anchor, plants: , shuttering roof fourth, up and down, of machines, elevated tank, bottom formwork, and below, formwork roof, formwork tank roof, column, typical corner detail, slab, additional, waterproofing, surface, column section, in the same section ., will not be spliced ​​more, will be located in the central third, the joints l, of the column or support., of the slab or beam on each side, splices will not be allowed, rim, for the election of the type of cement to use in, the foundation, should be reviewed the study, with type iv of the norm itintec corresponding., or silico calcareo, should be classified as a minimum, in this plane, could be concrete, clay, be manufactured with minimum dimensions indicated, all the units of lbañileri to walls, technical specifications, abutment, reinforced concrete, if it has alveolos these, masonry:, of corresponding floors., mortar :, masonry unit :, masonry, over load, carrying capacity :, terrain, walls, columns and beams , coatings, reinforcement steel :, concrete:, in columns, in slabs and beams, columns, slabs and beams, splices and overlaps, slabs, foundation slab

Raw text data extracted from CAD file:

.15 .305 0.20 .15 .15 .25 .25 .25 .15 .15 .15 .25 .10 .10 .20 1.20 .10 .10 .20 .15 .10 2.365 a 2.58 .20 .15 1.90 ,10 VARIABLE .70 a .90 ,10 2.80 .20 .25 3.05 .50 .25 .50 .50 .20 .10 1.00 .20 .80 .25 .25 .15 .10 .50 .25 .25 .20 .10 2.565 a 2.795 .10 .45 .45 .70 a .90 .15 .305 .25 0.80 0.20 0.20 0.35 .25 0.15 0.80 0.80 0.70 0.75 0.20 .15 0.35 0.25 0.70 .15 0.15 0.35 0.25 0.80 0.80 0.70 0.75 0.20 .15 0.35 0.25 0.70 .15 0.15 0.35 0.25 .25 .25 \A1;.20 \A1;2.90 \A1;.20 \A1;1.50 \A1;.60 \A1;.20 \A1;1.50 \A1;.20 \A1;2.10 \A1;.60 \A1;3.50 \A1;.50 \A1;.30 \A1;.20 \A1;1.50 \A1;.20 \A1;.10 \A1;.10 \A1;.50 \A1;.30 \A1;.20 \A1;.20 \A1;.10 \A1;.10 \A1;.50 \A1;1.25 \A1;.20 \A1;1.70 \A1;.25 \A1;.50 \A1;.25 \A1;.20 \A1;.50 \A1;.30 \A1;.20 \A1;1.50 \A1;.20 \A1;.10 \A1;.10 \A1;.25 \A1;.50 \A1;1.70 \A1;.15 \A1;1.70 \A1;.40 \A1;2.25 \A1;.30 \A1;1.47 \A1;.30 \A1;.30 \A1;0.05 \A1;L \A1;L \A1;.25 \A1;.40 \A1;2.10 \A1;.20 \A1;2.90 \A1;.20 \A1;.20 \A1;1.50 \A1;.20 \A1;.60 \A1;.60 \A1;.20 \A1;.20 \A1;.25 \A1;.25 \A1;.15 \A1;.15 \A1;.10 \A1;.125 \A1;.30 \A1;.25 \A1;.20 \A1;.43 \A1;.125 \A1;1.30 \A1;.20 \A1;.40 \A1;.125 \A1;.25 \A1;.40 \A1;.40 \A1;.15 \A1;L \A1;L \A1;L \A1;L \A1;R \A1;12 \A1;24 \A1;9 \A1;2.10 \A1;1.25 1828 AGUSTIN DE TORATA SAN VILLA HEROICA 5 .305 5 .15 d1/4": 4@ .10 2@ .15 Rto. @.25 C/E. .25 4 d 1/2" .25 4 d 3/8" .15 .25 4 d 1/2" .15 .15 .15 .25 DET. VIGA COLLARIN COLUMNA C1 ESCALA : 1:25 DETALLE DE COLUMNAS \U+2205 1/4" : 1@ .05, 4@ .10, 1 @ .15, RTO. @ .25 C/ EXT. \U+2205 1/4" : 1@ .05, 3@ .10, RTO. @ .25 C/ EXT. 3 d1/2" d1/4": 1@ .05 3@.10Rto@.25 C/Ext. 3 d 1/2" .10 .10 .20 .20 .15 VIGA COLLARIN 1.20 .10 .10 .20 .15 VIGA COLLARIN .10 2.365 a 2.58 VARIABLE VARIABLE .30 a .50 VARIABLE .70 a .90 SOLADO \U+2205 1/4" :1@ .05, 3@ .10 RTO.@ .25 EN C/EXTR. \U+2205 1/4"@ .15 1.90 DET. COLUMNA DET. CC - 1 DET. CC - 2 COLUMNA C3 COLUMNA C2 ,10 ,10 VARIABLE .70 a .90 ESCALA : 1:25 5 5 .20 .80 .20 5 .10 .20 .50 .50 .25 .25 .25 .50 .25 \U+2205 1/4" : 1@ .05, 3@ .10, RTO. @ .20 C/ EXT. \U+2205 1/4" :4 @ .10, 1 @ .15 RTO. @ .20 EN C/EXTR. \U+2205 1/4" @ .25 DETALLE PORTICO DE INGRESO ESCALA : 1:25 .15 ESCALA : 1:25 ESCALA : 1:25 ESCALA : 1:25 ESCALA : 1:25 ESCALA : 1:25 .10 .50 C2 C2 1 @ .15, RTO. @ .20 C/ EXT. 1/4" : 4@ .10, 4 d 1/2" ESCALA : 1:25 \U+2205 .25 .25 CORTE 1 - 1 1 1 MURO TARRAJEADO Y PINTADO d1/4": 1@ .05 .20 3@.10Rto@.25 C/Ext. 4 d 3/8" CORTE 2 - 2 2 2 .10 2.565 a 2.795 VARIABLE VARIABLE (11 o 12 BLOQUETAS) SOLADO .10 .45 .45 .70 a .90 VARIABLE .305 5 ESCALA : 1:25 DETALLE DE VIGA VP .15 x .35 1/4" : 1@ .05, 5@ .10, RTO. @ 25 C/ EXT. \U+2205 ESCALA : 1:25 4 d 1/2" 1 @ .15, RTO. @ .20 C/ EXT. .25 \U+2205 1/4" : 4@ .10, A A CORTE 1 - 1 5 5 1 @ .15, RTO. @ .20 C/ EXT. ESCALA : 1:25 \U+2205 1/4" : 4@ .10, 4 d 1/2" CORTE 1 - 1 5 ESCALA : 1:25 \U+2205 1/4" : @ .20 4 d 3/8" VIGA VB .15 x .20 1 d 3/8" 5 1 @ .15, RTO. @ .20 C/ EXT. .25 \U+2205 1/4" : 4@ .10, 4 d 1/2" ESCALA : 1:25 VIGA VA 25 x 20 5 EN AV. INDUSTRIAL E HIPOLITO UNANUE ESCALA : 1:20 5 5 5 5 5 .15 5 5 5 .15 MURO EXISTENTE CORTE A - A ESCALA : 1:25 d 3/8'' @ .80 A 5 5 5 d 3/8'' EN CALLE ARIAS Y ARAGUEZ 5 5 5 5 d 3/8'' @ .80 5 ESCALA : 1:25 CORTE B - B MURO EXISTENTE .15 ESCALA : 1:25 d 3/8'' 5 5 5 .15 5 5 5 B L - 125 ML. L - 65 ML. 1 @ .15, RTO. @ .20 C/ EXT. 1/4" : 4@ .10, 4 d 1/2" ESCALA : 1:25 \U+2205 .25 .25 CORTE 1 - 1 PLANTA CIMENTACION 5 5 5 5 5 5 5 5 5 5 C - 1 C - 1 C - 1 C - 1 5 3 1 2 2 5 5 5 5 5 5 5 d 3/8" @ .20 d 3/8" @ .20 d 1/2" @ .20 d 3/8" @ .20 d 3/8" @ .20 1 - 1 5 5 d 3/8" @ .30 d 3/8" @ .30 5 5 5 5 d 3/8" @ .30 d 3/8" @ .30 2 - 2 5 1.25 5 5 d 1/2" @ .20 5 5 5 5 d 1/2" @ .20 d 1/2" @ .20 d 1/2" @ .20 d 1/2" @ .20 d 3/8" @ .20 d 3/8" @ .20 d 1/2" @ .20 d 3/8" @ .20 d 3/8" @ .20 5 5 5 5 5 5 5 3 - 3 5 5 5 5 5 5 5 5 5 3/8" : 1@ .05, 4 @ .10, RTO. @ .15 EN C/EXT. 3/8" : 1@ .05, 4 @ .10, RTO. @ .15 EN C/EXT. 3/8" : 1@ .05, 4 @ .10, RTO. @ .15 EN C/EXT. 3/8" @ .25 ELEVACION TIPICA DE COLUMNA 5 5 4d 5/8" + 4 d 1/2" 2 S Ø 3/8" PARA d 3/8" 0.05 L L 5 .40 TIPICO PARA d 1/2" Y d 5/8" ESQUINA ENCUENTRO ELEVACION DETALLES TIPICOS DE ANCLAJE DE ARMADURA L d 3/8" 1/2" 5/8" .30 .30 .30 2.10 (TIPICO) (TIPICO) (TIPICO) PLANTAS : 5 5 LOSA MACIZA e = 12.5 cm. S/C = 100 Kg./ m2. 5 5 5 5 ENCOFRADO TECHO CUARTO 5 4 4 4 LOSA MACISA e = .15 cm. MALLA d 3/8" @ .20 ABAJO MALLA d 3/8" @ .20 ARRIBA 3 d 1/2" ADICIONALES 5 ARRIBA Y ABAJO 5 5 5 MALLA d 3/8" @ .20 ABAJO LOSA MACISA e = 12 .5 cm. DE MAQUINAS LOSA MACIZA e = 20 cm. 6 LOSA MACISA e = .20cm. MALLA d 3/8" @ .25 ARRIBA 6 6 6 TANQUE ELEVADO ENCOFRADO FONDO Y ABAJO 7 LOSA MACISA e = 12.5 cm. MALLA d 3/8" @ .20 ABAJO 6 6 6 TANQUE ELEVADO ENCOFRADO TECHO LOSA MACIZA e = 12.5 cm. S/C = 100 Kg./ m2. LOSA MACIZA e = 15 cm. S/C = 500 Kg./ m2. ENCOFRADO TECHO CISTERNA 5 2 d 1/2" 8 6 COLUMNA DETALLE TIPICO DE ESQUINA 5 5 5 5 d 3/8" @ .25 1 d 3/8" 8 - 8 5 losa 5 7 - 7 5 2 d 1/2" adicionales .125 Impermeabilizar d 3/8" @ .20 d 3/8" @ .20 superficie 5 5 5 5 4 d 5/8" S d 3/8" @ .25 .125 1.30 5 5 .125 6 - 6 5 - 5 5 S d 3/8" @ .25 4 d 5/8" 5 d 3/8" @ .20 4 - 4 5 5 2 d 1/2" SECCION COLUMNA C -1 (TIPICO) CORTE 3 30 6mm L 15cm 10cm L 3/8" 6mm d L - - en una misma sección. del 50% de la armadura No se empalmarán más se ubicarán en el tercio central Los empalmes L - de la columna o apoyo. de la losa ó viga a cada lado en una longitud de 1/4 de luz del refuerzo superior (negativo) No se permitirán empalmes L 50 60 5/8" 40 50 1/2" 30 40 3/8" R 2.0cm 1.5cm R mím L PARA LA ELECCION DEL TIPO DE CEMENTO A USAR EN LA CIMENTACION, DEBERA REVISARSE EL ESTUDIO CON EL TIPO IV DE LA NORMA ITINTEC CORRESPONDIENTE. O SILICO CALCAREO, DEBERAN CLASIFICARSE COMO MINIMO EN ESTE PLANO, PODRAN SER DE CONCRETO, ARCILLA SE FABRICARAN CON DIMENSIONES MINIMAS INDICADAS TODAS LAS UNIDADES DE LBAÑILERIA DE MUROS SE =210 kg/cm2 EN RESTO DE LA ESTRUCTURA EN LA CIMENTACION, VER ESTUDIO DE SUELOS ). (PARA ELECCION DEL TIPO DE CEMENTO A USAR EPECIFICICACIONES TECNICAS ESTRIBO CONCRETO ARMADO no exederán el 30% del volumen. Si tiene alveolos estos 12 24 9 f'm= 45kg/cm2. ALBAÑILERIA: DE SUELOS CORRESPONDIENTES. MORTERO: 1:1:4: (CEMENTO-CAL NORMALIZADA-ARENA) UNIDAD DE ALBAÑILERIA: ALBAÑILERIA S/C = INDICADA EN ENCOFRADOS SOBRE CARGA >0.5 kg/cm2 ( VER ESTUDIO DE SUELOS) CAPACIDAD PORTANTE: TERRENO MUROS : 3.5 cm COLUMNAS Y VIGAS : 3.0 cm REECUBRIMIENTOS ACERO DE REFUERZO: =4,200 kg/cm2 y f' c f' c f' =175 kg/cm2 EN CIMENTACION CONCRETO: EN COLUMNAS EN LOSAS Y VIGAS L (cm) COLUMNAS L (cm) LOSAS Y VIGAS d EMPALME Y TRASLAPES LOSAS LOSA CIMENTACION : 2.5 cm : 5.0 cm 2.10 1.25

Language	Spanish
Drawing Type	Plan
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	à gaz, account, agua, autocad, construction, DWG, foundations, gas, híbrido, high, hybrid, hybrides, l'eau, map, plan, reservoir, sizes, structures, tank, tanque, wasser, water