Elevated Tank DWG Section for AutoCAD

High steel tank – plants – sections – details

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

indoor chandelier, column, stair detail, walkway detail, plant, tempering bottle, cross section, interior spine, side cut, detail, bracing, nut welded to plate, smooth round, tank, top knot, central knot, round rungs , largeros, column support, front view, log for man step, detail union catwalk of tank, armed with link lock, armed with slab of elevation, elevation, detail of anchor, top view of connection, column – plate, holes for anchors, registration for, passage of man, access, staircase, catwalk, cat step, detail catwalk and tank, structure of the deposit, stroke and cut of domes, cut, elevation, step cat step, i – s, xxxxxxxxxxxxxxxxxxxxxx, xxxxxxxxxxx, this will be taken as zero, xxxx, full length, workshop welding, both sides, partial, cord length, intermittent, field welding, welding application, around, in rods with plate, filling in, symbology of weld hard, side not visible, visible side, welding, type of, the, position, fillet, slab cover, and bottom, front, foundation die, plate detail, plant assembly, distribution plant, lateral, ladder cistern, cistern structure, die assembly, slab reinforcement, schematic cutting, perforated plate, foundation die, foundation slab, die assembly, perforated, plate projection, spars, set, side elevation, metal, elevation, festergrout , carcamo, directly attached to the tank, step ladder made of cat, angle and hearth, metal handrail, projection of, sleeve, vent, waterproofing, filling with tepetate, stuffing with tezontle, product filling, natural terrain, template of rebar, bed of mat bench, concrete firm, tamping, digging

Raw text data extracted from CAD file:

\A1;3.7500 \A1;1.0005 \A1;0.33 \A1;0.45 \A1;0.70 \A1;0.70 \A1;0.075 \A1;0.065 \A1;0.038 \A1;0.55 \A1;0.075 \A1;0.065 \A1;0.038 \A1;0.42 \A1;0.55 \A1;5.7500 \A1;11.5000 \A1;12.2001 \A1;3.66 \A1;3.6575 \A1;3.6575 \A1;0.90 \A1;0.5000 \A1;1.0000 \A1;0.1500 \A1;20.0005 \A1;7.2393 \A1;1.00 \A1;0.40 \A1;0.60 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.12 \A1;0.10 \A1;1.00=b \A1;3.3499 \A1;1.00=b \A1;C=7.24 \A1;0.60 \A1;0.70 \A1;0.16 \A1;0.50 \A1;0.30 \A1;0.10 \A1;0.10 \A1;10.16cm \A1;10.16cm \A1;0.30 \A1;0.10 \A1;0.10 \A1;<D 0.508> \A1;0.16 \A1;0.10 \A1;0.16 \A1;0.25 \A1;0.50 \A1;0.19 \A1;0.08 \A1;0.38 \A1;0.30 \A1;0.50 \A1;0.0539 \A1;PLACA DE 20" DE DIAM. \A1;0.60 \A1;0.70 \A1;0.15 \A1;r=3.62 \A1;1.70 \A1;0.38 \A1;7.2400 \A1;0.7641 \A1;0.8000 \A1;0.30 \A1;0.30 \A1;0.50 \A1;0.12 \A1;0.25 \A1;R0.3000 \A1;7.2400 \A1;0.8000 \A1;0.50 \A1;12.2501 \A1;2.5577 \A1;1.0000 \A1;2.7499 \A1;0.4000 \A1;0.30 \A1;0.10 \A1;1.3013 \A1;1.1500 DE 1.98 kg/ml ANILLO PERIMETRAL CPS 8" 1/4" \A1;COLUMNA 12"d PLACA DE REFUERZO DE 60x40cmx5/16" 1/4" 1/8" 1/8" \A1;ANGULO 3x1/4" @ 100cm \A1;LAMINA DEL TANQUE PTR DE 2" X 2"X1.98 Kg/M ARAÑA INTERIOR LAMINA CORRUGADA CAL. #21.12 kg/m2 TUBO DE 1 1/2"\U+2205 C-40 COLUMNA 0.60 DETALLE DE ESCALERA 0.70 DETALLE DE LA PASARELA \A1;ANGULO PERIMETRAL DE 3" x 1/4" planta \A1;ANGULO 3x1/4" PERIMETRAL PTR 2"x2" SOLERA DE 3" X 1/4" CONTRAVENTEO INTERMEDIO 6/8"d DETALLE 1, CONTRAVENTEO CAMISA DE 8"\U+2205 SOLO HASTA PLACA DE DOBLE FONDO BOTELLA TEMPLADORA ANGULO 2"x5/16" TUBO DE DESCARGA INFERIOR 6" d PROYECCION DE SOLERA 2.5"x3/8" @ 50cm \A1;COLUMNA ESCALON REDONDO LISO DE 3/4"\U+2205 @ 30cm E-60 XX 1/4" 1/4" SOLERA 2"x5/16" corte transversal DETALLE 2 45° PLACA DE 5/16" ARANA INTERIOR ARANDELA SOLDADA A BASE DE PLACA DE 1/2"d4" 0.16 0.50 corte lateral DETALLE 2, ARRIOSTRAMIENTO PLACA DE 16x50cm DE 3/4" \A1;COLUMNA 1/8" 45° E-70XX BOTELLA TEMPLADORA \A1;2 APS 4"x1/4" \A1;ARROSTRAMIENTO CONTRAVENTEO 1 1/4"d (VER DETALLE) BOTELLA TEMPLADORA CONTRAVENTEO 1 3/8"d \A1;2 APS 4"x1/4" 0.30 BOTELLA TEMPLADORA DETALLE 0.10 0.10 E-70XX PLACA DE 16x40cm DE 3/4" 1/8" 10.16cm 10.16cm a cada 3.5 m. ARRIOSTRAMIENTO \A1;2 APS 4"x1/4" CONTRAVENTEO 1 1/4"d 0.30 0.10 0.10 TUERCA SOLDADA A PLACA <D 0.508> 0.16 0.10 0.16 0.25 0.50 0.19 0.08 0.38 0.30 0.50 1/4" E-60 XX E-70xx E-70xx E-70xx E-70xx \A1;0.50 \A1;0.15 \A1;0.05 REDONDO LISO DE 3/4" @ 20 CM E-70xx 1/8" 3/8" E-70XX 10-20 E-70XX 10-20 3/8" E-60 XX planta E-70xx 1/4" E-70xx 1/4" E-70xx 1/4" E-70xx 1/4" 1/4" E-70xx E-70xx 1/4" 30 GAJOS DE 0.05 X 0.76 X 3.75 m. TANQUE PTR. 2x2" BLANCO @ 150cm PTR 2"x2" NUDO SUPERIOR NUDO CENTRAL 5 PLACA DE 20" DE DIAM. 0.60 0.70 PLACA 5/8" 0.15 \A1;14.20 \A1;@ 30 PELDAÑOS REDONDO 3/4" \A1;0.60 2"x2"x 5/16" LARGEROS PLACA DE REFUERZO DE 60x40cmx5/16" E-70xx 1/4" COLUMNA APOYO DE COLUMNA VISTA FRONTAL ANILLO PERIMETRAL CPS 8" PTR DE 1 1/2" X 1 1/2" 3.4Kg/M REGISTRO PARA PASO HOMBRE R3.6200 E-70xx 5/16" E-70xx 5/16" r=3.62 DETALLE UNION PASARELA DE TANQUE ARMADO DE TRABE DE LIGA ARMADO DE LOSA DE DESPLANTE alzado alzado Estr. # 3 @ 15 2 Vars. # 4 1.70 ANCLA DE 1" 0.38 detalle de ancla VISTA SUPERIOR DE CONEXION COLUMNA - PLACA ROSCA 12 CM. 3/8" E-70XX \A1;55 x 55 cm x 1 \S1/4;" DE 1 1/4"\U+2205 ANCLAS DE 1" ORIFICIOS PARA ANCLAS \A1;PLACA DE 55 x 55 cm x1 \S1/4;" planta ARAÑA INTERIOR REGISTRO PARA PASO DE HOMBRE DE ACCESO ESCALERA PASARELA ESCALERA PASO DE GATO planta 1.00=b 5 1.00=b C=7.24 5/16" 5/16" E-70xx 5 ARAÑA INTERIOR DETALLE PASARELA Y TANQUE alzado ESTRUCTURA DEL DEPOSITO 5 5 TRAZO Y CORTE DE CUPULAS PASARELA \A1;ANGULO DE 3" X \S1/4;" 5 5 VISTA FRONTAL CORTE ALZADO ESCALERA PASO DE GATO I - s xxxxxxxxxxxxxxxxxxxxxx ( * ) CUANDO NO APAREZCA EN EL SIMBOLO EL VALOR DE " a " I xxxxxxxxxxx SE TOMARA ESTE COMO CERO I a y h I s s I xxxx I xxxx h TODA LA LONGITUD SOLDADURA DE TALLER AMBOS LADOS PARCIAL LONGITUD DE CORDONES INTERMITENTE SOLDADURA DE CAMPO APLICACION DE LA SOLDADURA h y ALREDEDOR a xxxx EN VARILLAS CON PLACA RELLENO EN SIMBOLOGIA DE SOLDADURA LADO NO VISIBLE LADO VISIBLE SOLDADURA TIPO DE LA SOLDADURA DE LA POSICION h h h h a y y a a h FILETE y h BISEL (*) LOSA TAPA VAR. No. 3 @ 15 CMS. VAR. No. 3 @ 15 CMS. VAR. No. 3 @ 15 CMS. planta VAR. No. 3 @ 15 CMS. VAR. No. 3 @ 15 CMS. VAR. No. 3 @ 15 CMS. VAR. No. 3 @ 15 CMS. VAR. No. 3 @ 15 CMS. VAR. No. 3 @ 15 CMS. @ 15 CMS. VAR. No. 3 @ 15 CMS. VAR. No. 3 @ 15 CMS. VAR. No. 3 @ 15 CMS. @ 15 CMS. VAR. No. 3 @ 15 CMS. @ 15 CMS. VAR. No. 3 @ 15 CMS. VAR. No. 3 @ 15 CMS. VAR. No. 3 @ 15 CMS. VAR. No. 3 @ 15 CMS. VAR. No. 3 @ 15 CMS. VAR. No. 3" @ 15 CMS. VAR. No 3 @ 15 CMS. VAR. No. 3 @ 15 CMS. VAR. No. 3 @ 15 CMS. VAR. No. 3 @ 15 CMS. VAR. No. 3 @ 15 CMS. @ 15 CMS. @ 15 CMS. @ 15 CMS. @ 15 CMS. @ 15 CMS. @ 15 CMS. @ 15 CMS. @ 15 CMS. @ 15 CMS. @ 15 CMS. @ 15 CMS. 8 ANCLAS DE 1" \A1;PL DE 55cm x 55cm x1 \S1/4;" E-90XX alzado E INFERIOR \A1;@ 20 \A1;PELDAÑOS REDONDO \S3/4;" \A1;0.60 frontal 2 Vars. #4 Estr. # 3 @ 15 2 Vars. # 4 3 Vars. # 5 2 Vars. # 5 D1 D1 D1 D1 D1 TL TL TL TL TL TL TL TL TL TL D1 K DADO DE CIMENTACION detalle de placa 0.30 0.30 0.50 0.12 0.25 0.33 5 5 5 PLANTA DE CONJUNTO \A1;PLACA DE ACERO PLANTA DE DISTRIBUCION lateral ESCALERA DE CISTERNA \A1;ESCALERA DE CISTERNA COLUMNA "K" planta Estr. # 3 @ 15 8 Vars. # 5 ESTRUCTURA DE CISTERNA planta planta ARMADO DE DADO ARMADO DE LOSA Corte esquemático 0.45 0.70 0.70 0.075 0.065 0.038 0.55 0.075 0.065 0.038 0.42 0.55 placa perforada aristas con chaflan de 1" dado de cimentación 0.50 LOSA DE CIMENTACION VAR. DE 1/2" @ 15 CMS. VAR. DE 1/2" @ 15 CMS. VAR. DE 1/2" @ 15 CMS. planta VAR. DE 1/2" @ 15 CMS. VAR. DE 1/2" @ 15 CMS. VAR. DE 1/2" @ 15 CMS. VAR. DE 1/2" @ 15 CMS. VAR. DE 1/2" @ 15 CMS. VAR. DE 1/2" @ 15 CMS. @ 15 CMS. VAR. DE 1/2" @ 15 CMS. VAR. DE 1/2" @ 15 CMS. VAR. DE 1/2" @ 15 CMS. @ 15 CMS. VAR. DE 1/2" @ 15 CMS. @ 15 CMS. @ 15 CMS. VAR. DE 1/2" @ 15 CMS. VAR. DE 1/2" @ 15 CMS. VAR. DE 1/2" @ 15 CMS. VAR. DE 1/2" @ 15 CMS. VAR. DE 1/2" @ 15 CMS. VAR. DE 1/2" @ 15 CMS. VAR. DE 1/2" @ 15 CMS. VAR. DE 1/2" @ 15 CMS. VAR. DE 1/2" @ 15 CMS. VAR. DE 1/2" @ 15 CMS. VAR. DE 1/2" @ 15 CMS. @ 15 CMS. @ 15 CMS. @ 15 CMS. @ 15 CMS. @ 15 CMS. @ 15 CMS. @ 15 CMS. @ 15 CMS. @ 15 CMS. @ 15 CMS. @ 15 CMS. @ 15 CMS. D1 D1 D1 D1 D1 CT CT CT CT CT CT CT CT CT CT CT D1 K CT armado de dado Estr. # 3 @ 15 Estr. # 3 @ 15 8 Vars. # 5 perforada proyeccion de placa 2"x2"x1/4" LARGUEROS D1 D1 \A1;5/16" E-60 CORTE A-A´ \A1;3.66 \A1;3.66 \A1;3.66 \A1;2.56 \A1;1.00 \A1;1.02 \A1;0.50 \A1;1.00 \A1;2.75 \A1;0.15 \A1;20.00 \A1;14.50 CONJUNTO Alzado lateral TANQUE METALICO Alzado \A1;ANCLAS DE 1" \A1;DOBLE ARMADO \A1;VAR. No. 4 @ 15 \A1;VAR. No. 3 @ 15 \A1;DOBLE ARMADO \A1;COLUMNA CENTRAL \A1;DADO DE CIMENTACION \A1;EJE DE CONTRATRABE \A1;LOSA DE CIMENTACION \A1;PROYECCION DE PLACA \A1;ESTRIBO DOBLE A' A \A1; A TANQUE \A1;VER PLANO N +0.10 N +1.70 N +0.10 ANCLAS DE 1" FESTERGROUT 5 5 5 CARCAMO \A1;ESCALERA DE TANQUE \A1;TANQUE 150 M3 \A1;CARCAMO DE SUCCION \A1;PROYECCION DE ARRIOSTRAMIENTO \A1;ESCALONES \A1;PROTECCIONES Alzado "TL" "CT" 5 UNIDA DIRECTAMENTE AL TANQUE CON VR. REDONDA LISA DE 3/4" ESCALERA PASO DE GATO FABRICADA TANQUE DE 150 M3 ANGULO Y SOLERA BARANDAL METALICO t= 3/16" CONTRAVENTEO 1 3/8"\U+2205 PLACA DE 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 PROYECCION DE VER DETALLE 1, DE CONTRAVENTEO EN PLANO ESTRUCTURAL 02 5 5 5 5 5 5 5 MANGA RESPIRADERO IMPERMEABILIZANTE RELLENO CON TEPETATE RELLENO CON TEZONTLE RELLENO PRODUCTO TERRENO NATURAL PLANTILLA DE DESPLANTE CAMA DE MAT. DE BANCO CAMA DE TEZONTLE DE 2" LOSA DE CIMENTACION F'C=150 KG/CM2 RESPIRADERO N +0.10 N=0.0 N +1.70 DE TANQUE 3" FIRME DE CONCRETO 5 5 N +0.10 N=0.0 Vars. # 3 \A1;ADESIVO FESTERGROUT \A1;PLACA DE ACERO UNIDA CON \A1;SUBE ESCALERA \A1;ESTRUCTURAL 02 \A1;INSPECCION F'C=100 KG/CM2 CONTROLADA 70/30 F'C=300 KG/CM2 APISONADO DE 3/4" DE EXCAVACION \A1;FIRME DE CONCRETO F'C=150 KG/CM2 \A1;FIRME DE CONCRETO F'C=150 KG/CM2 0.30 0.10 5 5

Language	Spanish
Drawing Type	Section
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	à gaz, agua, autocad, details, DWG, elevated, gas, híbrido, high, hybrid, hybrides, l'eau, plants, reservoir, section, sections, steel, tank, tanque, wasser, water

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