Tank DWG Section for AutoCAD

Tank DWG Section for AutoCAD

Storage tanks of drinking water for a housing development, the tanker at the top will fulfill the function of half – court basketball bowl, with floor plan, sections and construction details.

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

Banquette projection, Concrete concrete projection, Lake Valley Avenue, tank, high, Structural steel angle, Lamina negra cal., See detail visagra, Structural steel angle, Structural steel angle, hinge, manhole cover, For inspection, unscaled, Reinforced concrete wall, Round tube of, Soldering iron, Anchors to support marine ladder, Round tube of cms., Base of mts., Marine staircase, welding, Mts., Sole of, Sea ladder base, Round tube, Isometric, Protection esc. Marine, Floor of cms., Man entrance, Internal, Chamfers in plant, unscaled, Chamfers in plant, Details of herreria, unscaled, Tubular hinge, Tubular profile, lime, Tubular profile, lime, Middle mausser, Bolt type, framework, Bolt type, Middle mausser, Black blade, lime, piece, Bombs room, Bombs room, Maximum filling level, Drain line, Esc .:, Marine, stairs, By pass, ., Marine staircase, Rain net, Suction, Line axis, starting line, Esc .:, Maximum filling level, Cell communication, Maximum filling level, Cell communication, cell, capacity, Marine, stairs, Drinking water network arrival, High tank outlet, Exit green area, Outlet for high water level, cell, capacity, cell, capacity, cell, capacity, Maximum filling level, Cell communication, finishing line, Marine, stairs, cell, capacity, cell, capacity, Sucks, scale, stairs, Marine, Maximum filling level, Carcamo, pumping, Tube of fofo, I love you Fo. from, Cople of fo. Fo. from, Elbow of fo Fo. from, Cover with mosquito net, Tube of fo. Fo. from, Slab cover, Maximum filling level, of water, detail, Ventilation tubes, Finished with paint, Blue enamel, Suction carcamo, Carcamo, Waterproofing irrigation, unscaled, Of tank, Location: owner:, location, Metering in meters, Which is indicated, Date of july, Plan key, plane number, Sup, tank, elevated tank, tube of, Esc .:, overall, Location: owner:, location, Metering in meters, Which is indicated, Date of july, Plan key, plane number, Sup, tank, elevated tank, tube of, White net, Basket hoop, Round of, end line, support, board, Basket hoop, Board floor view, Ced., black pipe, Painted area line with, Epoxy enamel paint, Color on the pavement, scale, Board structure, Steel plate, angle, welding, In cord, Reinforcing steel plate, Tip welding every cm., angle, Round of, Plate, Welded board hoop, Poor concrete template, Concrete column, armed, its T., scale, N.p.t., White net, Basket hoop, board, Round of, Solid round reinforcement, Esc .:, Concrete column, armed, White net, board, Esc .:, Caudate tube, Similary, license plate, Post options, Compacted, tank, garden, ground, Pend., Celotex, Simple concrete slab, Esc .:, acrylic paint, Navy blue, acrylic paint, gray, acrylic paint, White color, detail, Walls of passage, Esc .:, Wall detail with step, cell, capacity, Circular spheres of diameter, Cell communication, Firm concrete, half circle, Free throw line, Support, board, detail, Basket rim, end line, meeting, Concrete bench f’c., Brushed finish, detail, quarter, Machines, cell, Projection of the walls of the cistern, Neighborhood with single family homes, Plant set

Raw text data extracted from CAD file:

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A BASE DE SOLERA DE 1" X 1/4" @ 0.90 MTS. 0.30 0.30 0.30 0.30 ESCALERA MARINA 0.15 SOLDADURA E-70 0.15 O.40 @ 1.20 MTS. SOLERA DE 1 1/2" X 1/4" ESCALERA MARINA A BASE DE TUBO REDONDO DE 1 1/2" ISOMETRICO O.40 PROTECCION P/ ESC. MARINA SOLERA DE 1" X 1/4" @ 20 CMS. 0.60 0.80 1.20 1.20 Y ENTRADA HOMBRE INTERNA CHAFLANES EN PLANTA D E T A L L E 2 0.20 0.20 0.20 0.20 0.20 SIN ESCALA CHAFLANES EN PLANTA 0.20 0.20 0.20 0.20 DETALLES DE HERRERIA SIN ESCALA \A1;0.80 1.60 BISAGRA TUBULAR PERFIL TUBULAR 148 CAL 18 PERFIL TUBULAR P-100 CAL 18 MAUSSER MEDIANO CERROJO TIPO MARCO M-225 DE 3/4" CERROJO TIPO MAUSSER MEDIANO DET-1 LAMINA NEGRA CAL 18 2.10 1 PIEZA DET-1 P-1 V-2 CUARTO DE BOMBAS 1.80 CUARTO DE BOMBAS NIVEL MAXIMO DE LLENADO 5 5 5 5 5 5 5 5 5 5 5 5 5 LINEA DE VACIADO C O R T E B-B' ESC.: 1:100 5 5 MARINA ESCALERA 4"Ø 5 5 5 5 5 5 5 5 5 5 By Pass 4"Ø 10 H.P. 10 H.P. escalera marina A RED PLUVIAL 5 DE SUCCION EJE DE LA LINEA 8"Ø LINEA DE SALIDA C O R T E A-A' ESC.: 1:100 NIVEL MAXIMO DE LLENADO COMUNICACION ENTRE CELDAS 5 5 5 NIVEL MAXIMO DE LLENADO COMUNICACION ENTRE CELDAS 5 CELDA 1 CAPACIDAD 144.72 M3 5 5 5 5 5 5 5 5 MARINA ESCALERA 5 A E B 1 2 3 4 5 4 1 C D 2 4"Ø 5 5 LLEGADA DE RED AGUA POTABLE \W5.21596; SALIDA A \W1.69121; TANQUE ELEVADO \W5.21596; SALIDA A \W3.53378; AREA VERDE \W1.06925; SALIDA PARA \W1.06925; NIVEL DE AGUA \W1.06925; ALTO 5 5 5 5 5 5 CELDA 2 CAPACIDAD 144.72 M3 CELDA 1 CAPACIDAD 144.72 M3 CELDA 2 CAPACIDAD 144.72 M3 NIVEL MAXIMO DE LLENADO COMUNICACION ENTRE CELDAS 5 5 5 5 5 5 LINEA DE LLEGADA C O R T E C-C' 5 5 MARINA ESCALERA 2 3 1 5 4"Ø B B' A A' CELDA 1 CAPACIDAD 144.72 M3 CELDA 2 CAPACIDAD 144.72 M3 C C' C O R T E D-D' SUCCIONES ESCALA 1:100 ESCALERA MARINA 5 5 5 5 5 5 NIVEL MAXIMO DE LLENADO 5 5 carcamo bombeo 5 5 5 5 TUBO DE Fo.Fo. 8"d (SALIDA) B E A 2 3 1 A E 1 3 5 5 5 5 TE DE Fo. Fo. DE 4" d COPLE DE Fo. Fo. DE 4" d CODO DE Fo. Fo. DE 4" d TAPA CON MOSQUITERO TUBO DE Fo. Fo. DE 4" d LOSA TAPA CISTERNA NIVEL MAXIMO DE LLENADO DE AGUA 0.30 DETALLE 4 TUBOS DE VENTILACION 0.50 0.12 0.05 ACABADO CON PINTURA DE ESMALTE AZUL CARCAMO DE SUCCION CARCAMO 1.20 RIEGO DE IMPERMEABILIZACION 0.20 0.70 0.90 0.20 SIN ESCALA \LPLANO DE CISTERNA UBICACION: \W8.79950; PROPIETARIO: N\H0.3333x;ORTE Localizacion ACOTACION EN METROS ESCALA\H1.1468x; \H0.5x;LA QUE SE INDICA FECHA: 25 DE JULIO 2011 CLAVE DEL PLANO CIS\H0.99998x; \W1.20238; 1/2 NUMERO DE PLANO A V E N I D A V A L L E D E L L A G O A V E N I D A L A G O S U P E R I O R L A G O H U R O N 38.26 SUP. : 384.19 m2 CISTERNA 630M3 TANQUE ELEVADO 50M3 TUBO DE 6" TUBO DE 4" ESC.: 1:100 \LPLANTA DE CONJUNTO UBICACION: PROPIETARIO: N\H0.3333x;ORTE Localizacion ACOTACION EN METROS ESCALA\H1.1468x; \H0.5x;LA QUE SE INDICA FECHA: 25 DE JULIO 2011 CLAVE DEL PLANO CIS\H0.99998x; \W1.27381; 2/2 NUMERO DE PLANO A V E N I D A V A L L E D E L L A G O A V E N I D A L A G O S U P E R I O R L A G O H U R O N 38.26 SUP. : 384.19 m2 CISTERNA 630M3 TANQUE ELEVADO 50M3 TUBO DE 6" TUBO DE 4" 1.80 red de color blanco 0.49 0.45 0.40 2.65 1.20 2.75 aro de la cesta D E T A L L E B redondo de 1/2" 0.49 0.10 0.04 0.05 linea final soporte tablero aro de la canasta 0.655 0.49 0.655 VISTA EN PLANTA DE TABLERO ced. 40 d6" tubo negro 1.20 0.25 \A1;0.45 \A1;0.35 0.05 0.05 0.10 D E T A L L E A Linea de área pintada con pintura de esmalte epóxico color amarillo, sobre el pavimento escala 1:20 estructura tablero 1.80 1.20 Placa de acero de 1/8" angulo 1 1/2" x 3/16" soldadura 0.45 0.90 0.45 0.16 0.52 0.52 en cordón placa de acero de refuerzo de 1/8" 0.30 0.30 soldadura de punta a cada 10 cm. angulo 1 1/2" x 3/16" redondo de d 1/2" placa de 4"x6"x1/2" soldada a tablero y aro 0.35 0.45 P L A N T A D E C O L U M N A 0.05 plantilla de concreto pobre f'c=150 kg/cm2 columna de concreto armado f'c=250 kg/cm2 est. d#3 @20 4d #4 C O R T E D E C O L U M N A escala 1:20 N.P.T. 0.10 0.35 0.35 0.10 0.45 0.80 +0.00 +0.00 +0.00 0.45 red de color blanco 0.49 .02 .02 aro de la cesta 2.65 0.40 0.30 tablero 0.28 1.20 0.25 T A B L E R O Y S O P O R T E .05 redondo de 1/2" refuerzos redondo solido d 1/2" 0.52 0.45 0.04 3.77 3.27 1.85 ESC.: 1:20 ESC.: 1:20 ESC.: 1:20 ESC.: 1:20 ESC.: 1:20 ESC.: 1:20 columna de concreto armado f'c=250 kg/cm2 0.45 red de color blanco 0.49 .02 .02 0.30 tablero 0.28 1.20 0.25 S O P O R T E T U B O C U A D R A D O .05 0.52 0.45 0.04 3.27 1.90 ESC.: 1:20 tubo Caudrado 15*15*1 o similar 0.15 Placa 30*30*1 OPCIONES DE POSTE 8 COMPACTADO CISTERNA JARDIN 2 13 1.5 TERRENO 2 20 Pend. 1% CELOTEX LOSA DE CONCRETO SIMPLE 1.40MTS L=1.50 36 C O R T E X-X ESC.: 1:20 pintura acrilica azul marino 0.5 pintura acrilica color gris pintura acrilica color blanco DETALLE 4 Detalle 1 B MUROS DE PASO D E T A L L E 1 ESC.: 1:100 5 5 5 5 5 5 A B A' A DETALLE MURO CON PASO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CELDA 1 CAPACIDAD 144.72 M3 E VANOS CIRCULARES DE 60CM DE DIAMETRO COMUNICACION ENTRE CELDAS COMUNICACION ENTRE CELDAS 5 5 5 D D' D D' FIRME DE CONCRETO FIRME DE CONCRETO 5 5 5 5 5 5 A E 1 3 medio circulo 3.60 linea de tiro libre soporte del tablero detalle B Aro de canasta 5 linea final Junta fria@5.00 5 5 5 5 Banqueta de concreto F'c. 200kg/cm2 acabado escobillado 5 X' X detalle A CUARTO DE MAQUINAS CELDA 2 CELDA 1 PROYECCIÓN DE LOS MUROS DE LA CISTERNA Colindancia con viviendas Unifamiliares Colindancia con viviendas Unifamiliares PLANTA DE CONJUNTO 5 5 5 5 5

Language	Spanish
Drawing Type	Section
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot, Garden / Park
Tags	autocad, development, drinking, DWG, einrichtungen, facilities, function, gas, gesundheit, Housing, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, section, storage, tank, tanker, tanks, top, wasser bestimmung, water