Details Tanker DWG Detail for AutoCAD

Details Tanker DWG Detail for AutoCAD

Details and registration tank

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

Prop., Seated with mortar, Record detail, Flattened, Esc:, Of partition, tube of, concrete, Template, variable, Pedestal, P.v.c., Dimensions in cms., fine, Half cane, Of p.v.c., Annealing cm., Red clay partition, Registration plant, do not. Cms., Angle frame, both senses, Wire rod, Constructive, Esc:, meeting, concrete, floor of, Counter frame, Blind lid, Reinforced concrete, Counter frame with, With steel angle, N.p.t., Dimensions in cms., Constructive, meeting, blind cover, Stairs plant, Var. from, Var. from, detail, Lock league, Var. from, detail, its T. Cm., Detail of stair section., detail, its T. Cm., detail, its T. Cm., Var. from, Lock league, Var. from, Firm concrete, Block wall, Cement block, poor, Record detail, concrete, Plumber, concrete, angle, Wire, angle, Frame of, fine, Flattened, The useful surface will be of the height, Integral waterproofing will be used in the flattened ones., The flattened will be sand cement with fine flattening., The concrete used will be of, gate valve, Bonasa bomb, Detail of carcamo, Var. from, Reinforced concrete slab, Lid assembly, bomb, Union nut, Elbow down, Tee connection, Cold water pipe, check valve, gate valve, Suction pipe, Cistern section, Reinforced concrete slab, Tank plant, Elbow, Var. from, Flattened, chamfer, brick wall, Foundation, Copper wafer, Outer rope of mm., Cover detail, Galvanized sheet cover, Man record, Var. Of est., Pichancha, Suction pipe, Sill cap, Welded hinge, check valve, Pichancha, Drowned in concrete, Angular type of, Free water level, top, float, Var. from, Reinforced concrete slab, Copper connector, Outer rope of mm., Man record, Installation detail, Copper from, Reduction bell, Nut union galv., Copper elbow, Mm., Mm, Towards the tinaco, Var. Of est., Pichancha, Suction pipe, Detail of cistern installation., constructive details., Savajoju, The total partial reproduction, By the copyright laws, Super free, stage., Was supposed to build, Was supposed to build, stage., Sup.del of the land., Jalisco, Dominguez, av. Revolution of, av. Achilles serdan, North location:, Data of the project., The dimensions govern drawing., Current author date, Of this project will be sanctioned, observations, plane of, Sup build, scale:, date:, Dimension:, Mts., D.r.o., Nayarit, Oaxaca, Prol. av. Belisario, av. Fco. I. log, drawing:, Name of owner:, Colima

Raw text data extracted from CAD file:

1 1/2"x1 1/2"x1/4" CEMENTO-ARENA PROP. 1:5 ASENTADO CON MORTERO DE detalle de registro APLANADO ESC: 1:15 f'c=150 kg/cm2 DE TABIQUE TUBO DE CONCRETO PLANTILLA DE 10 VARIABLE PEDACERIA P.V.C. 14 COTAS EN CMS. 40 14 FINO MEDIA CANA DE P.V.C. RECOCIDO DE 6.5x13x26 cm. TABIQUE DE BARRO ROJO planta de registro No. 2 @ 20 cms. MARCO DE ANGULO AMBOS SENTIDOS ALAMBRON DEL CONSTRUCTIVA ESC: 1:15 JUNTA 20 CONCRETO PISO DE 14 CONTRAMARCO 14 60 TAPA CIEGA DE CONCRETO ARMADO Y CONTRAMARCO CON CON ANGULO DE ACERO N.P.T. 40 14 COTAS EN CMS. CONSTRUCTIVA JUNTA 14 TAPA CIEGA 0.20 PLANTA DE ESCALERA. A var. DE 3/4 A var. DE 3/8 DETALLE 1. TRABE DE LIGA var. DE 3/4 DETALLE 2 EST. DE 1/4 @ 15 cm. DETALLE DE SECION A,A' DE ESCALERA. 4var. DE 3/8 DETALLE 1 4var. DE 3/8 EST. DE 1/4 @ 15 cm. DETALLE 2. 0.40 0.20 EST. DE 1/4 @ 15 cm. 0.30 0.03 4var. DE 3/8 var. DE 3/8 TRABE DE LIGA var. DE 3/4 0.27 0.40 FIRME DE CONCRETO 0.162 0.025 0.025 0.162 0.03 14 15 16 6 9 10 11 12 13 N.P.T.+ 1.30 7 8 N.P.T.+ 1.30 1 2 3 4 5 muro de block muro de block BLOCK DE CEMENTO POBRE DETALLE DE REGISTRO CONCRETO PLNTILLA DE CONCRETO ANGULO ALAMBRON ANGULO MARCO DE FINO APLANADO DE 15x20x40 LA SUPERFICIE UTIL SERA DE 3/ DE LA ALTURA SE UTILIZARA IMPERMEABILIZANTE INTEGRAL EN LOS APLANADOS. EL APLANADO SERA DE CEMENTO ARENA 1:3 CON APLANADO FINO. EL CONCRETO A UTILIZAR SERA DE f'c= 200 kg/cm2. VALVULA DE COMPUERTA BOMBA BONASA no.1060 DETALLE DE CARCAMO var. DE 3/8 @ 30cm. LOSA DE CONCRETO ARMADO ARMADO DE TAPA BOMBA 1HP 2.50 TUERCA DE UNION CODO DE 90° SALIDA HACIA ABAJO CONEXION TEE TUBERIA DE AGUA FRIA VALVULA CHECK VALVULA DE COMPUERTA TUBERIA DE SUCCION SECCION DE CISTERNA LOSA DE CONCRETO ARMADO PLANTA DE CISTERNA CODO DE 90° var. DE 3/8 @ 30cm. pend.=2% APLANADO CHAFLAN 7x14x28 MURO DE LADRILLO 1.30 0.20 CIMENTACION 0.50 \A1;0.33 CINECTOR DE COBRE CUERDA EXTERIOR DE 25 mm. DETALLE DE TAPADERA TAPA DE LAMINA GALVANIZADA REGISTRO HOMBRE \A1;2.18 4 var. DE 3/8 EST. no.2 @ 30cm. PICHANCHA TUBERIA DE SUCCION 0.12 0.10 0.14 0.60 pend.= 2% TAPA Y SOLERA BISAGRA SOLDADA A 0.10 1.50 2.50 \A1;3.00 VALVULA CHECK PICHANCHA DE 38mm. 0.14 AHOGADO EN CONCRETO ANGULAR TIPO "L" DE 1" 0.12 0.10 0.10 NIVEL LIBRE DEL AGUA TAPA FLOTADOR var. DE 3/8 @ 30cm. LOSA DE CONCRETO ARMADO 0.12 0.20 CONECTOR DE COBRE CUERDA EXTERIOR DE 25 mm. REGISTRO HOMBRE 0.10 DETALLE DE INSTALACION COBRE DE 38x25mm. REDUCCION CAMPANA DE TUERCA UNION GALV. CODO DE 90° COBRE DE 25 mm. DE 25 mm HACIA EL TINACO DE 1HP 2.50 \A1;3.00 4 var. DE 3/8 EST. no.2 @ 30cm. 0.50 0.25 PICHANCHA 1 1/4" TUBERIA DE SUCCION DETALLE DE INSTALACION DE CISTERNA. DETALLES CONSTRUCTIVOS. SAVAJOJU LA REPRODUCCION TOTAL O PARCIAL POR LAS LEYES DE DERECHOS DE 231.00 m2 SUP.LIBRE. 2 ETAPA. SUP.A CONSTRUIR 167.23 m2. 167.23 m2. SUP.A CONSTRUIR 1 ETAPA. SUP.DEL TERRENO. 398.23 m2 JALISCO DOMINGUEZ AV. REVOLUCION DE 1910 AV. AQUILES SERDAN LOCALIZACION Y NORTE: DATOS DEL PROYECTO. LAS COTAS RIGEN SOBRE DIBUJO. AUTOR VIGENTES A LA FECHA DE ESTE PROYECTO SERA SANCIONADA OBSERVACIONES : PLANO DE : 334.46 m2. SUP. A CONSTRUIR 1: 50 ESCALA: FECHA: JULIO/2000 ACOTACION: MTS. D.R.O. NAYARIT OAXACA PROL. AV. BELISARIO AV. FCO. I. MADERO DIBUJO: NOMBRE DEL PROPIETARIO: COLIMA

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, DETAIL, details, DWG, kläranlage, registration, tank, tanker, treatment plant