Buzoneta DWG Block for AutoCAD

DESIGN BUZONETA START OF SANITARY SEWER SYSTEM

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

Vertical section, Reinforced concrete cover, Frame of fdo. Kg, Rings, Rings, see detail, Lower armor, Roof slab, armor, background, armor, ceiling, simple, For smaller depths of, Wall of, Slabs, Diameter of the box, Fc, In some part of the back of the slab it should be marked in the way, To be carefully caulked with mixture if steel reinforcement was observed, Any that could appear on the back of the roof slab should, The second hrs. Cm. Thick blend polished finish, The first of cm. Thick with scratch finish, The interior surfaces of walls floor slabs are drawn in two layers, Indicated for the walls., Specifications, Indicated, concrete, Walls, Portland type, Esc:, Detail of half reed, Simple concrete, Esc:, Fc, Simple concrete, Fc, cut, Diameter of manifold, In simple concrete saturated ground, In normal concrete simple ground, Specifications of the anchor die, Diameter of manifold, Diameter of manifold, More accelerating of forge, Typical mailbox, Esc:, Anchor detail

Raw text data extracted from CAD file:

\A1; \A1;.60 \A1;.30 \A1;.10 \A1;.15 \A1;.25 \A1;D = .60 \A1;.15 \A1;1.20 \A1;.20 \A1;.20 \A1;1.20 \A1;.20 \A1;.20 \A1;.50 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.50 \A1;.20 \A1;.20 \A1;.15 \A1;.15 \A1;R.60 \A1;R.75 \A1;R.80 \A1;.16 \A1;.50 \A1;.20 \A1;.20 \A1;1.20 \A1;.16 \A1;.20 \A1;.16 \A1;.52 \A1;.52 \A1;.16 \A1;.16 \A1;.15 \A1;.15 \A1;1.20 \A1;.50 \A1;.20 \A1;.20 \A1;.16 \A1;.15 \A1;.15 \A1;.15 \A1;.20 \A1;1.20 SECCION VERTICAL fc = 210 kg/cm 2 TAPA DE CONCRETO ARMADO Y MARCO DE F° FDO. 12.5 kg 2 ANILLOS d1/2″ d3/8″@.20 2 h 0.20 2 ANILLOS d1/2″ 5 5 5 5 5 d3/8″@.20 1.20 1 VER DETALLE ARMADURA INFERIOR LOSA DE TECHO D = .60 c b a ARMADURA 2 h FONDO ARMADURA TECHO .20 C° SIMPLE 5 d1/2″ 2 d1/2″ c/lado 3 d3/8″ PARA PROFUNDIDADES MENORES DE 3.00 m h = .15 MURO DE C° S° f`c = 210 kg/cm LOSAS DIAMETRO DEL BUZON 2 f’c = 210 kg/cm EN ALGUNA PARTE, EL INTEGRO DEL REVES DE LA LOSA DEBERA SER TARRAJEADA DE LA MANERA DE SER CALAFATEADA CUIDADOSAMENTE CON MEZCLA 1:3 SI SE OBSERVARA LA ARMADURA DE ACERO CUALQUIER “CANGREJERA ” QUE PUDIERA PRESENTARSE EN EL REVES DE LA LOSA DE TECHO DEBERA b) LA SEGUNDA (24 hrs. despues) DE 1/2 cm. DE ESPESOR MEZCLA 1:3 Y ACABADO PULIDO a) LA PRIMERA DE 1.5 cm. DE ESPESOR CON MEZCLA DE CEMENTO/ARENA 1:5 Y ACABADO RAYADO LAS SUPERFICIES INTERIORES DE MUROS Y LOSAS DE FONDO SON TARRAJEADAS EN DOS CAPAS INDICADA PARA LOS MUROS. -ACERO fy = 4200 kg/cm ESPECIFICACIONES -RECUBRIMIENTOS : INDICADOS CONCRETO MUROS Y FONDO 2 2 -Cemento = Portland tipo I = a c b b 2 fc = 210 kg/cm 5 5 5 5 ESC: 1/25 ESC: 1/25 DETALLE DE MEDIA CAÑA fc = 210 kg/cm 2 fc = 100 kg/cm 2 CONCRETO SIMPLE 5 5 5 5 5 25% 25% ESC: 1/25 f’c = 210 kg/cm CONCRETO SIMPLE f’c = 210 kg/cm 5 5% fc = 100 kg/cm 2 5 5 5 B B CORTE A-A CORTE B-B 5 5 5 5 5 5 DIAMETRO DEL COLECTOR DIAMETRO DEL COLECTOR A A b) EN TERRENO SATURADO (TS) : CONCRETO SIMPLE f’c=210 Kg/cm2 a) EN TERRENO NORMAL (TN) : CONCRETO SIMPLE f’c=140 Kg/cm2 ESPECIFICACIONES DEL DADO DE ANCLAJE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DIAMETRO DEL COLECTOR 5 5 5 5 5 5 5 5 DIAMETRO DEL COLECTOR 5 MAS ACELERANTE DE FRAGUA BUZON TIPICO 5 5 ESC: 1/25 ESC: 1/25 ESC: 1/25 DETALLE DE ANCLAJE