Compression Chamber DWG Detail for AutoCAD

This type of accessory is used for drinking water system by gravity. Construction Details.

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

your B. Input, gate valve, Fg, Overflow cone, your B. Output, Concrete data, Concrete f’c kg, stone, metal lid, Concrete cap, Basket with circular holes, your B. departure, Technical specifications, Cm., covering, steel, concrete, Lining int., C.a with waterproofing, Overlap, Cms., Overlap, Cms., district, Sheet number, province, Project title, Department, reviewed, scale, February, Mallp, drawing, date, Indicated, design, Architecture structure, project manager, Film title, specialty, consultant, owner, Crp, Cod. Of sheet, municipality, populated, Snip:, Camera burst pressure type, Flange breaks water, Basket with circular holes, N.a., Overflow cone, Water intake, N.a., scale, plant, gate valve, scale, cut, N.a., your B. Overflow, Concrete data, Concrete f’c kg, Basket with circular holes, Overflow cone, Water intake, Clamps, Flange breaks water, scale, cut, scale, cut, N.a., scale, cut, Slab armor, scale, your B. Of ventilation, your B. cleaning, your B. cleaning, hook, Platinum, Esc:, Inspection cap, sewer system, clamp, Flange breaks water, Elbow, sewer system, Tarrajeo with waterproofing, Cement type portland

Raw text data extracted from CAD file:

\A1;.10 \A1;.15 \A1;1.00 \A1;.15 \A1;.10 \A1;.40 \A1;.40 \A1;.55 \A1;.10 0.90 0.15 0.60 0.15 1.00 0.15 0.60 \A1;.10 \A1;.65 \A1;.05 \A1;.15 \A1;.10 \A1;.55 \A1;.55 \A1;.10 \A1;.15 0.10 0.10 0.15 0.15 \A1;.10 \A1;.15 \A1;1.00 \A1;.15 \A1;.10 \A1;.40 \A1;.40 \A1;.55 \A1;.10 \A1;.90 \A1;.10 \A1;.60 \A1;.10 \A1;.15 \A1;.10 \A1;.55 \A1;.10 \A1;.15 \A1;.10 \A1;.60 \A1;.15 \A1;.10 \A1;.15 \A1;.60 \A1;.15 \A1;.15 \A1;.15 \A1;.90 \A1;.10 \A1;.10 \A1;.10 \A1;.70 \A1;.90 0.10 0.50 0.10 0.10 0.60 0.15 1.00 0.15 TUB. DE ENTRADA VALVULA COMPUERTA fºgº CONO REBOSE TUB. DE SALIDA DADO DE CONCRETO .30 x .30 x .30 CONCRETO f’c = 100 Kg / cm2 A A s = 1 % PIEDRA TAPA METALICA 0.60×0.70 TAPA CONCRETO CANASTILLA CON ORIFICIOS CIRCULARES f \fArial|b0|i0|c0|p34;= 3/16″ C/U TUB. SALIDA d 3/8″ @ .20 f 3/8″ @ .20 d 1/4″ @ .10 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 ESPECIFICACIONES TECNICAS : 5.0 cm. RECUBRIMIENTO ACERO : fy= 4,200 Kg/cm2. : f’C= 210 Kg/cm2. CONCRETO REVESTIMIENTO INT. : C.A – 1:2 CON IMPERMEABILIZANTE TRASLAPE d3/8″ : 20 cms. TRASLAPE d1/2″ : 20 cms. Distrito Nº de lámina 01 Provincia Título de Proyecto Departamento Revisado Escala FEBRERO 2013 MALLP Dibujo Fecha INDICADA Diseño Arquitectura – Estructura Jefe de Proyecto Título de lámina Especialidad Consultor Propietario CRP Cod. de lámina MUNICIPALIDAD Poblado de 01 SNIP: CÁMARA ROMPE PRESIÓN TIPO 6 Brida Rompe agua CANASTILLA CON ORIFICIOS CIRCULARES f \fArial|b0|i0|c0|p34;= 3/16″ C/U N.A CONO REBOSE INGRESO DE AGUA s = 1 % f 3/8″ @ .20 (TIPICO) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.A ESCALA 1:10 PLANTA Valvula de Compuerta ESCALA 1:10 CORTE A-A N.A TUB. REBOSE d 2″ DADO DE CONCRETO .30 x .30 x .30 CONCRETO f’c = 100 Kg / cm2 CANASTILLA CON ORIFICIOS CIRCULARES f \fArial|b0|i0|c0|p34;= 3/16″ C/U CONO REBOSE INGRESO DE AGUA ABRAZADERAS BRIDA ROMPE AGUA ESCALA 1:10 CORTE B-B 5 5 5 5 5 B B f 3/8″ @ .20 (TIPICO) f 3/8″ @ .20 (TIPICO) f 3/8″ @ .20 (TIPICO) ESCALA 1:10 CORTE A-A N.A ESCALA 1:10 CORTE B-B 5 5 5 5 5 5 5 5 f 3/8″ @ .20 (TIPICO) f 3/8″ @ .20 (TIPICO) f 3/8″ @ .20 (TIPICO) ARMADURA DE LOSA ESCALA 1:10 TUB. DE VENTILACION TUB. DE VENTILACION TUB. DE LIMPIEZA Tub. Limpieza GANCHO d 5/8″ PLATINA DE 3/16″ d 3/8″@ .20 ESC: \fArial|b0|i0|c0|p34;s/e TAPA DE INSPECCION .70 5 Drenaje 15 x 15 Abrazadera Brida Rompeagua Codo de 90° Drenaje TARRAJEO CON IMPERMEABILIZANTE d 2″ d 2″ d 2″ d 2″ d 2″ d 2″ d 2″ d 2″ CEMENTO PORTLAND TIPO I 5 5 5 5 5 5 5 5