Tipical Details Of Sewer DWG Detail for AutoCAD

Details of descent registration – Registration of armed concrete

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

Min., Min., Min., Min., Min, Min, Max., Table for maximum protection, higher, As required, allow hole size, vent, Aa, Top view of the top, Bottom view of the lid, Section demonstrating, Ventilation hole, section, plant, Detail of frame cap h.f. For registration, Min., variable, Min., section, Solid iron steps, Galvanized aluminum, Surface of the street, The lateral chasuble, It will be half diameter, On the level of hearth, Of the main sewer, Min, Sectional plant, Min, section, Solid iron steps, Galvanized aluminum, Half mortar cap, Steps, Half mortar cap, Structural plant, Fall log details, Half mortar cap, variable, Long radius curve, Final flush, H.f., plant, section, Fall log detail, The fall exceeds in any case, That the diameter of the sewer exceeds, Solid iron steps, Galvanized aluminum, Min., variable, Min., day, dipstick, Additional reinforcement, Prefabricated ceiling tiles, Aluminum steps, Max, Joint filling, molten iron, Frame cover, note:, Earthenware rest, In cement mortar, To ensure contact, Uniform throughout, circumference, variable, Max., Linear a.d. in, Linear a.d. in, mortar, Rubber seal, Rubber sealing connection detail, Prefabricated reinforced concrete registration, Of pipe for, detail, Concrete rubber joint, According to asth, Max, Joint filling, As required by framework, Frame cap h.f, variable, plant, dipstick, Additional reinforcement, see detail, Intermediate crockery, detail, Crockery, See table for maximum protection, higher, see detail, detail, Rubber seal, Steel reinforcement, Concrete rubber joint, According to asth, Prefabricated reinforced concrete, For plumbing, Angle required to allow hole size, section, Detail floor of log floor, crockery, base, wall, do not., Sec, Sec.int, Sec.ext., crockery, Floor reinforcement, A.d., crockery, thick, crockery, orifice, crockery, Ref.a.c.y area, Both directions, Ref. Area additional, In hole of earthenware, protection, Maximum, feet

Raw text data extracted from CAD file:

\A1;0.05 \A1;1.00m MIN. \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;VARIABLE \A1;VARIABLE \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.20 \A1;0.81m MIN. \A1;0.20 \A1;1.20 MIN. \A1;0.20 \A1;Zapata0.10 \A1;0.20 \A1;1.20 MIN. \A1;0.20 \A1;0.05 \A1;VARIABLE \A1;0.30 \A1;0.51 \A1;0.20 \A1;0.04 MIN \A1;0.15 \A1;1.20 \A1;0.20 \A1;0.81m MIN . \A1;VARIABLE \A1;DIA + .05 \A1;VARIABLE \A1;1.21 MAX. (48″0) 2.74 MAX.(60″0) \A1;0.20 \A1;0.15 \A1;0.05 \A1;VARIABLE \A1;0.20 \A1;0.15 \A1;2″min \A1;1.22 \A1;vea tabla para proteccion maxima \A1;2.44 \A1;1.53 o d mayor \A1;0.30 \A1;angulo segun requieren o permita el tamaño del orificio A L C A N T A R I L L A D O S A N I T A R I O RESPIRADERO A.A.A VISTA SUPERIOR DE LA TAPA VISTA INFERIOR DE LA TAPA SECCION DEMOSTRANDO HUECO DE VENTILACION SECCION H-H PLANTA G G H H H H DETALLE DE MARCO Y TAPA H.F. PARA REGISTRO 0.20 1.20 MIN. 0.20 0.05 0.05 B B A A VARIABLE 1.00m MIN. 0.30 0.30 0.30 0.51 0.20 0.20 0.20 SECCION A-A ESCALONES DE HIERRO SOLIDO GALVANIZADO O ALUMINIO DE 3/4″d SUPERFICIE DE LA CALLE 1/2″ d @0.12c.c. LA COLERA DE LA LATERAL ESTARA A MEDIO DIAMETRO SOBRE EL NIVEL DE SOLERA DE LA CLOACA PRINCIPAL 0.04 MIN 0.15 1.20 0.20 PLANTA SECCIONAL 15% 0.81m MIN . SECCION B-B ESCALONES DE HIERRO SOLIDO GALVANIZADO O ALUMINIO DE 3/4″d Media tapa de mortero Escalones Media tapa de mortero PLANTA ESTRUCTURAL DETALLES DE REGISTRO DE CAIDA 0.20 0.30 0.30 0.30 0.30 Media tapa de mortero VARIABLE VARIABLE Curva de radio largo 0.20 1.20 0.20 Rasante final Tapa y marco de h.f. 0.20 PLANTA SECCION A-A DETALLE DE REGISTRO DE CAIDA (CUANDO LA CAIDA EXCEDA DE 1.00m Y EN TODO CASO QUE EL DIAMETRO DE LA CLOACA EXCEDA DE 12″) ESCALONES DE HIERRO SOLIDO GALVANIZADO O ALUMINIO DE 3/4″d 0.81m MIN. VARIABLE 0.20 1.20 MIN. 0.20 Zapata0.10 A A DIA + .05 \A1;MIN (TYP) Varilla #4d refuerzo adicional LOZA TOPE PREFABRICADA Escalones de aluminio 0.05 max (por otros) Gruezo relleno de junta hierro fundido Tapa y marco de NOTA: loza de tapa descanse en mortero de cemento para asegurar contacto uniforme en toda la circunferencia VARIABLE 1.21 MAX. (48″0) 2.74 MAX.(60″0) 0.20 0.15 0.05 0.12 PDA/PIES LINEAL A.D. EN 48″d 2 0.17 PDA/PIES LINEAL A.D. EN 60″d 2 MORTERO JUNTA DE GOMA DETALLE CONEXION JUNTA DE GOMA REGISTRO PREFABRICADO DE HORMIGON REFORZADO De 1.22m (48″) d para tuberia de 8″ a 18″ De 1.52m (60″) d para tuberia de 27″ DETALLE -B Concreto y junta de goma de acuerdo con asth spec.c-361 0.05 max (por otros) Gruezo relleno de junta d segun requiere marco MARCO Y TAPA H.F VARIABLE 0.20 0.15 2″min PLANTA Varilla #4d refuerzo adicional ver detalle a LOZA INTERMEDIA DETALLE A loza de tapa 1.22 vea tabla para proteccion maxima 2.44 1.53 o d mayor ver detalle b DETALLE -B junta de goma refuerzo de acero Concreto y junta de goma de acuerdo con asth spec.c-361 REGISTROS PREFABRICADOS DE HORMIGON ARMADO PARA TUBERIAS DE 0.76mts. (30″) O MAS 0.30 angulo segun requieren o permita el tamaño del orificio SECCION DETALLE LOZA DE PISO REGISTRO LOZA BASE (PDA) PARED T (PDA) No. SEC SEC.INT A2 (PDA2/PIES LIN) SEC.EXT. A2 (PDA2/RL) LOZA PISO-T (PDA) REFUERZO DE PISO (PDA2/PIES LIN) 72 76 84 90 96 102 7 7-1/2 8 8-1/2 9 9-1/2 2 2 2 2 2 2 0.29 0.95 0.97 0.41 0.46 0.54 0.22 0.25 0.28 0.91 0.56 0.41 12 12 12 12 12 12 0.29 A.D. d LOZA (PDA) GRUESO LOZA (PDA) ORIFICIO LOZA (PULGADA) AREA DE REF.A.C.Y AMBAS DIRECCIONES (PDA2/PIES LIN.) AREA DE REF. ADICIONAL EN ORIFICIO DE LOZA (PDA2/PIES) PROTECCION MAXIMA PIES 72 76 84 90 96 102 18 48 0.12 90 29 25 20 16 12 0.20 18 18 18 18 18 48 48 48 48 48 0.12 0.12 0.12 0.12 0.12 0.20 0.20 0.20 0.20 0.20 3 4 ” 3 4 ” 21″ 23″ 24″ 32″ 2- 1 4 ” 3 4 ” 1- 1 2 ” 1- 1 2 ” 4-1/2″ 4-1/2″ 1- 1 2 ” 1- 3 8 ” 9″ 2″ 9″ 1- 3 8 ” 1- 1 2 ” 22-3/4″ 5″ 6- 3 8 ” 1- 1 2 ” 1/2″ 1- 3 8 ” 10″ 2″ 1″ 22- 3 4 ” 22- 3 4 ”