Construction Of Cisterns DWG Detail for AutoCAD

Construction Of Cisterns DWG Detail for AutoCAD

Development of water tank construction with large capacity, details courts, plants and elevations.

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

Water stop, Cut scale, Detail of the structural joint on the walls of the cistern. scale, Water stop joint, Water stop joint, level, Water stop joint, Free see note, thickness, both faces., both faces., both faces., both faces., both faces., both faces., both faces., both faces., thickness, thickness, both faces., both faces., Cut scale, Concrete, Water stop joint, thickness, both faces., both faces., both faces., Cut scale, Free see note, Concrete, thickness, Water stop joint, Water stop joint, Water stop joint, Bottom mesh, both faces., both faces., both faces., Water stop joint, both faces., As in the cut, Cut scale, Faces., mesh, Window according to architecture., Window according to architecture. Cut of the mesh in the area of ​​the span with the minimum coating of, mesh, View of the horizontal section of the cistern scale, Plan view of cistern roof scale, Sup inf., Reinforcement: steel rods used in the construction of concrete structures will meet the requirements established in the chapters of the standard for reinforced concrete. The steel will be of degree with an effort in the limit of creep of minimum elongation in corrugations according to the standard astm, It should be noted that the rods used present any weld-free surface any other defect which could adversely affect its mechanical characteristics., Minimum length of standard hooks in bars including curved part., Minimum length of anchor attachment without hook., Minimum bending diameter of longitudinal bars measured inside the curve., both faces., Of simple concrete

Raw text data extracted from CAD file:

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ESCALA 1:10 WATER STOP JOINT d1/2" @ .25 5 5 5 WATER STOP JOINT 5 NIVEL = +0.00 WATER STOP JOINT 5 5 5 0.05m LIBRE / VER NOTA 1. 5 5 5 5 5 5 5 5 5 5 d1/2" @ .25 d1/2" @ .25 5 5 5 5 5 5 ESPESOR <> 5 A A 5 5 A A 5 5 d1/2" @ .25 B B B 5 5 5 5 5 \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.20 5 \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.20 \A1;EN AMBAS CARAS. \A1;BASTÓN Ø3/8"@0.20 \A1;Ø1/2"@0.30 \A1;Ø3/8"@0.20 \A1;EN AMBAS CARAS. \A1;Ø3/8"@0.30 \A1;Ø3/8"@0.20 \A1;EN AMBAS CARAS. \A1;Ø1/2"@0.30 \A1;Ø3/8"@0.20 \A1;EN AMBAS CARAS. \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.20 \A1;EN AMBAS CARAS. \A1;Ø3/8"@0.30 \A1;Ø3/8"@0.20 \A1;EN AMBAS CARAS. \A1;Ø3/8"@0.30 \A1;Ø3/8"@0.20 \A1;EN AMBAS CARAS. \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.20 \A1;EN AMBAS CARAS. \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.20 ESPESOR <> \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.20 ESPESOR <> \A1;Ø3/8"@0.30 \A1;Ø3/8"@0.20 \A1;Ø1/2"@0.20 \A1;Ø1/2"@0.30 \A1;1@1/2" 5 \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.30 \A1;Ø3/8"@0.20 \A1;EN AMBAS CARAS. \A1;Ø3/8"@0.30 \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.30 \A1;Ø3/8"@0.20 5 5 5 5 \A1;Ø3/8"@0.30 \A1;EN AMBAS CARAS. CORTE C-C ESCALA 1:25 5 5 5 5 \A1;Ø3/8"@0.30 \A1;Ø3/8"@0.20 \A1;NIVEL -5.53 \A1;NIVEL -5.53 C C 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;SOLADO DE CONCRETO e=0.05m \A1;SOLADO. \A1;SOLADO. \A1;SOLADO. WATER STOP JOINT 5 \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.30 ESPESOR <> d1/2" @ .25 d1/2" @ .25 \A1;EN AMBAS CARAS. Ø3/8"@0.20 \A1;Ø3/8"@0.30 \A1;EN AMBAS CARAS. \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.30 \A1;EN AMBAS CARAS. 5 \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.30 \A1;Ø3/8"@0.30 \A1;Ø1/2"@0.30 \A1;Ø1/2"@0.20 5 \A1;Ø3/8"@0.20 CORTE B-B ESCALA 1:25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.30 \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.30 \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.30 \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.30 \A1;NIVEL 0.00 5 \A1;NIVEL -5.53 0.05m LIBRE / VER NOTA 1. 5 5 \A1;SOLADO DE CONCRETO e=0.05m \A1;SOLADO. ESPESOR <> ESPESOR <> WATER STOP JOINT 5 WATER STOP JOINT 5 5 WATER STOP JOINT MALLA INFERIOR d1/2" @ .25 5 5 \A1;Ø3/8"@0.30 \A1;Ø3/8"@0.20 \A1;EN AMBAS CARAS. \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.30 \A1;EN AMBAS CARAS. 5 \A1;Ø3/8"@0.20 \A1;Ø1/2"@0.30 \A1;Ø1/2"@0.30 \A1;EN AMBAS CARAS. WATER STOP JOINT WATER STOP JOINT \A1;Ø3/8"@0.20 \A1;Ø1/2"@0.30 \A1;Ø1/2"@0.30 \A1;EN AMBAS CARAS. \A1;CONTINÚA COMO EN EL CORTE <B-B>. 5 5 \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.30 \A1;Ø3/8"@0.30 \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.30 \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.30 \A1;NIVEL 0.00 CORTE B'-B' ESCALA 1:25 B' B' 5 5 \A1;Ø3/8"@0.20 \A1;Ø3/8"@0.30 \A1;AMBAS CARAS. 5 \A1;1 MALLA Ø1/4"@0.10 5 5 5 5 5 5 5 \A1;Vano de ventana según arquitectura. \A1;Vano de ventana según arquitectura. Corte de la malla en el área del vano con el recubrimiento mínimo de 0.03m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;1 MALLA Ø1/4"@0.10 VISTA DE LA SECCIÓN HORIZONTAL DE LA CISTERNA ESCALA 1:50 VISTA EN PLANTA DEL TECHO DE LA CISTERNA ESCALA 1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;2Ø3/8"@0.03 SUP + INF. \A1;1Ø5/8" SUP + INF. \A1;2Ø3/8"@0.03 SUP + INF. \A1;1Ø5/8" SUP + INF. \A1;2Ø3/8"@0.03 SUP + INF. \A1;1Ø5/8" SUP + INF. \LACERO DE REFUERZO: LAS VARILLAS DE ACERO UTILIZADAS EN LA CONSTRUCCION DE ESTRUCTURAS DE CONCRETO ARMADO, CUMPLIRÁN LOS REQUISITOS ESTABLECIDOS EN LOS CAPITULOS 7 Y 8 DE LA NORMA E-060 PARA CONCRETO ARMADO. EL ACERO SERA DE GRADO 60, CON UN ESFUERZO EN EL LIMITE DE FLUENCIA DE fy=4200 kg/cm2 ALARGAMIENTO MINIMO EN 20 cm.= 12% CORRUGACIONES DE ACUERDO A LA NORMA ASTM A-615. DEBERÁ OBSERVARSE QUE LAS VARILLAS A EMPLEAR PRESENTEN LA SUPERFICIE LIBRE DE CORROSIÓN, GRIETAS, SOLDADURAS O CUALQUIER OTRO DEFECTO QUE PUDIERA AFECTAR DESFAVORABLEMENTE SUS CARACTERÍSTICAS MECÁNICAS. LONGITUD MÍNIMA DE GANCHOS ESTANDAR A 90º EN BARRAS LONGITUDINALES, INCLUYENDO LA PARTE CURVA. Ø1/4" 11cm Ø3/8" 15cm Ø1/2" 28cm LONGITUD MÍNIMA DE EMPALME Y ANCLAJE SIN GANCHO. Ø1/4" 28cm Ø3/8" 40cm Ø1/2" 55cm DIÁMETRO MÍNIMO DE DOBLADO DE BARRAS LONGITUDINALES MEDIDO EN EL INTERIOR DE LA CURVA. Ø1/4" 3.6cm Ø3/8" 5.4cm Ø1/2" 7.6cm C C \A1;Ø3/8"@0.20 \A1;EN AMBAS CARAS. 5 5 5 5 5 5 <> 5 5 5 5 5 5 5 B B' 5 5 5 \A1;RELLENO DE CONCRETO SIMPLE F'c=100kg/cm2 5 5 5 5 5 5 \A1;Ø1/2"@0.20 \A1;Ø3/8"@0.30 5 5 5 5 \A1;BASTONES Ø3/8"@0.30 5 5 5

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, capacity, cisterns, construction, courts, DETAIL, details, development, DWG, einrichtungen, elevations, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, large, le gaz, machine room, maquinas, maschinenrauminstallations, plants, provision, tank, wasser bestimmung, water, water tank