Tank In Armed Concrete 20m3 DWG Block for AutoCAD

Tank In Armed Concrete 20m3 DWG Block for AutoCAD

Superficial tank 20m3 – Cistern

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

of the water, national commission, such, commission, saint, Water, then, I am, chiapas, ceas, ing. spain altamirano, constructor s.a. of c.v., ing. moral moises trinidad, Administration Counsel President, head of project office, ing. jose antonio rodriguez juarez, head of the project department, director of studies projects, ing.juan carlos palacios roe, ing. isabel perez perez, supervisor of the ceas, supervision, revised:, vo.bo., i authorize, do not. of contract:, record detail., of access, of mm steel. welded the lid., cm., of mm steel. of thickness., Staircase detail., anchors, cm., vs. lisa, access log, according to court, plant foundation slab, cleaning., rod no. cm., both senses., rod no. cm., concrete, according to court, elevation., ayes, minimum cleaning record, Marine, p., propeller type flowmeter, dipstick, Notes:, diameter, kind, separation, detail, detail, diameter, key, sketch, of m., elevation., according to court, minimum cleaning record, float valves, p., concrete with imp. integral, reinforced concrete tank, excavation of structures in material, wood frame in slabs with false work height up to, wooden frame in walls with false height of work up to, flattened tilted with imp.integral of cms., workloads, reinforcing steel, boxes for operation of type valves, sheet cover, wood framing in foundations, concrete, cleaning stroke, pzas, p.

Raw text data extracted from CAD file:

DEL AGUA COMISION NACIONAL \A1;5 \A1;40 \A1;60 \A1;5 \A1;60 \A1;40 \A1;40 \A1;30 \A1;0.15 \A1;0.60 \A1;0.15 \A1;1.00 \A1;0.60 \A1;1.00 \A1;1.00 \A1;0.50 \A1;1.00 tal Es ta Comision San Agua de y ento eami CHIAPAS CEAS ING. ESGARDO SERRANO ALTAMIRANO C O M I S I O N E S T A T A L D E A G U A Y S A N E A M I E N T O CONSTRUCTORA POTINASPAK, S.A. DE C.V. ING. MOISES MORALES TRINIDAD PRESIDENTE DEL CONSEJO DE ADMINISTRACION JEFE DE OFICINA DE PROYECTOS ING. JOSE ANTONIO RODRIGUEZ JUAREZ JEFE DEL DEPARTAMENTO DE PROYECTOS DIRECTOR DE ESTUDIOS Y PROYECTOS ING.JUAN CARLOS PALACIOS CORZO ING. ISABEL PEREZ PEREZ SUPERVISOR DE LA CEAS SUPERVISO: REVISO: Vo.Bo. AUTORIZO: No. DE CONTRATO: \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1;C3(VARS.3/8"@20cms.E.A.S.) 1.00 1.00 60 DETALLE DE REGISTRO. \A1;5 \A1;ESCALERA DE ACCESO \A1;SOLERA DE ACERO DE 63.5 x 6.35 mm. SOLDADA A LA TAPA. SOLERA DE 5.08 x 0.79 cm. \A1;PLACA DE ACERO DE 6.35 mm. DE ESPESOR. 40 DETALLE DE ESCALERA. \A1;5 40 5 60 \A1;5 40 ANCLAS DE SOLERA DE 5.08 x 0.79 cm. a 150 30 5 N°.6 Vs.LISA C2(VARS. 3/8"@30cms.) REGISTRO DE ACCESO. \A1;C2(VARS.3/8"@20 cms.) P L A N T A , SEGUN CORTE A-A' \A1;0.15 \A1;0.15 \A1;CONCRETO f'c=200 KG/CM \A1;3.30 2 \A1;0.15 \A1;0.45 0.20 \A1;DESAGÜE 0.60 PLANTA LOSA DE CIMENTACION \A1;DETALLE 2 C1(VARS. 3/8"@30cms.) C2(VARS. 3/8"@30cms.) \A1;REGISTRO DE LIMPIEZA. VARILLA No. 3 a 20 cm. AMBOS SENTIDOS. AMBOS SENTIDOS. VARILLA No. 3 a 20 cm. \A1;0.15 F1(VARS. 3/8"@30cms.) 0.60 \A1;PLANTILLA DE CONCRETO F'c=100 Kg/Cm. \A1;DENTELLON. \A1;DETALLE 1 2 SEGUN CORTE B-B' ELEVACION. 0.45 D1(VARS. 3/8"@30cms.E.A.S.) \A1;C3(VARS. 3/8"@20cms. A.S.Y A.L.) 1.00 0.15 \A1;CONCRETO f'c=200 KG/CM 2.00 0.10 \A1;0.30 \A1;B1 2 A1(VARS. 3/8"@25cms.E.A.S.) 1.00 0.15 B1(VARS. 3/8"@30cms.E.A.S.) B1(VARS. 3/8"@30cms.E.A.S.) \A1;PENDIENTE MINIMA AL REGISTRO DE LIMPIEZA A DESAGÜE DE 2% A \A1;ESCALERA MARINA \A1;CONCRETO f'c=200 KG/CM 2 \A1;2.00 0.15 A' \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.10 1.00 PZA. MEDIDOR DE FLUJO TIPO PROPELA 30 C1 3/8" C2 F1 30 30 3/8" 3/8" VARILLA NOTAS: DIAMETRO A1 B1 D1 C3 D3 D2 TIPO 3/8" 30 30 25 3/8" 3/8" 20 25 3/8" 3/8" 3/8" 30 (cm) SEPARACION F1(VARS. 3/8"@30cms.) \A1;0.50 \A1;C1(VARS. 3/8"@30cms.) 0.50 DETALLE 2 C2(VARS. 3/8"@30cms.) B1(VARS. 3/8"@30cms.E.A.S.) DETALLE 1 DIAMETRO CLAVE CROQUIS b a #3 B1 #3 A1 a b a #3 a C1 #3 C2 b b #3 D1 a b #3 C3 a \A1;DENTELLON \A1;D2(VARS. 3/8"@30cms.E.A.S.) 1.50 b b #3 D2 a #3 a D3 #3 a F1 b D1(VARS. 3/8"@30cms.E.A.S.) \A1;CHAFLAN DE 0.10x0.10 m. ELEVACION. SEGUN CORTE B-B' \A1;PENDIENTE MINIMA AL REGISTRO DE LIMPIEZA O DESAGÜE DE 2% VALVULAS DE FLOTADOR MOD.20F 1.00 PZA. CONCRETO f'c=200 KG/CM CON IMP. INTEGRAL (EN TANQUE DE CONCRETO ARMADO DE 20 M DE CAP.) EXCAVACION P/ DESPLANTE DE ESTRUCTURAS EN MATERIAL "B" (70%) EXCAVACION P/ DESPLANTE DE ESTRUCTURAS EN MATERIAL "C" (30%) CIMBRA DE MADERA EN LOSAS CON ALTURA DE OBRA FALSA HASTA 4.00MTS. CIMBRA DE MADERA EN MUROS CON ALTURA DE OBRA FALSA HASTA 4.00MTS. APLANADOS Y EMBOQUILLADOS CON IMP.INTEGRAL 1:3 DE 1.5 cms. VOLUMENES DE OBRA \A1;CONCRETO f'c=200 KG/CM 2 A BI(VARS. 3/8"@30cms.E.A.S.) \A1;C3(VARS. 3/8"@20cms.E.A.S.) A1(VARS.3/8"@25cms.E.A.S.) BI(VARS. 3/8"@30cms.E.A.S.) A' ACERO DE REFUERZO f'y=4200 KG/CM CAJAS PARA OPERACION DE VALVULAS TIPO TAPA DE LAMINA CAL.10 2 CIMBRA DE MADERA EN CIMENTACIONES CONCRETO f'c=100 KG/CM LIMPIEZA Y TRAZO 2 2 2 12.33 78.60 949.13 42.28 3.00 1.00 17.56 100.00 13.36 1.57 4.48 9.97 M M 2 KG M PZAS. PZA. 2 M 3 3 3 3 M 3 M M 3 M 2 2 M 3 \A1;5.60 \A1;3.60 \A1;3.30 \A1;3.60 \A1;3.30 \A1;5.60 \A1;3.30 \A1;5.60

Language	Spanish
Drawing Type	Block
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	à gaz, agua, armed, autocad, block, cistern, concrete, DWG, gas, híbrido, hybrid, hybrides, l'eau, reservoir, tank, tanque, wasser, water