Detail Of Mailbox DWG Detail for AutoCAD

Detail of mailbox and links

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

elbow of fo, vertical branch of fall, minimal fall, elbow of fo, vertical branch of fall, minimal fall, sight title, horizontal scale, vertical scale, scale, date, sheet, trujillo, civil engineering professional school, Faculty of Engineering, private university antenor orrego, Department, flat, authors, thesis, province, district, adviser, dipoc peru, drawing, Max, Max, Max, Max, cut plant, esc, elbow of fo, vertical branch of fall, minimal fall, variable, nomenclature, matrix, hookah tube mm, discharge pipe mm, half-finished plaster, concrete anchor f’c, foundation of property limit, Resane mortar, top, flexible ring, variable, registration box, cut, scale, home connection, scale, cut, scale, Max, concrete classes f’c, of, anchorage, ceiling, anchorage, framework, reinforced concrete cover, Max, Max, cut, upper armor, Max, f’c, external diameter, gutter, plaster, flooring, lower armor, level of pavement, f’c, kg weight, grill, all iron not indicated is, wall, smooth inner surface, cut, scale, cut, scale, reinforced concrete roof, scale, cut, variable, arrival pipe mailbox, rings, additional reinforcement pipe in area, esc, of pipe entry, vertical cut, elevation, esc

Raw text data extracted from CAD file:

\A1;0.15 \A1;1.20 \A1;0.15 \A1;1.50 \A1;0.15 \A1;0.55 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.20 \A1;0.55 \A1;0.20 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.20 \A1;0.15 \A1;1.50 -6.867389397341698 -6.867389397341698 -6.867389397341698 -6.867389397341698 ENVOLTURA, Fc=100 Kg/cm2 CODO DE Fo DE 90° (MEDIA PRESION) -6.867389397341698 -6.867389397341698 -6.867389397341698 -6.867389397341698 RAMAL VERTICAL DE CAIDA -6.867389397341698 -6.867389397341698 CAIDA MíNIMA 1.00m \A1;0.55 \A1;0.20 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.20 \A1;0.15 \A1;1.50 -6.867389397341698 -6.867389397341698 -6.867389397341698 -6.867389397341698 ENVOLTURA, Fc=100 Kg/cm2 CODO DE Fo DE 90° (MEDIA PRESION) -6.867389397341698 -6.867389397341698 -6.867389397341698 -6.867389397341698 RAMAL VERTICAL DE CAIDA -6.867389397341698 -6.867389397341698 CAIDA MíNIMA 1.00m Título de la Vista Escala Horizontal Escala Vertical N E T N I T T U H M A I E ESCALA FECHA LAMINA A N E U I S C N I R V E S D I TRUJILLO 1988 T A P D D R I A V A A N ESCUELA PROFESIONAL DE INGENIERIA CIVIL Facultad de Ingeniería UNIVERSIDAD PRIVADA ANTENOR ORREGO DEPARTAMENTO PLANO AUTORES TESIS PROVINCIA O O S A R O E G R R DISTRITO ASESOR dipoc PERU DIBUJO \A1;.25 \A1;.15 \A1;Variable \A1;.09 \A1;.05 \A1;.05 \A1;.60 \A1;.10 \A1;.05 \A1;.30 \A1;.05 \A1;.09 \A1;.15 \A1;Variable \A1;.25 \A1;.05 \A1;.08 \A1;.62 \A1;.05 \A1;.60 \A1;.30 \A1;1.30 \A1;.20 \A1;.60 máx \A1;.60 \A1;V A R I A B L E \A1;1.30 \A1;.20 \A1;.60 máx \A1;.20 \A1;.60 máx \A1;1.70 \A1;1.70 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.60 máx \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.60 \A1;0.15 \A1;0.15 \A1;1.20 \A1;1.50 \A1;0.57 0,15 0,35 0,15 0,30 0,15 0,15 0,60 PLANTA CORTE X - X ESC. 1/20 5 5 5 5 ENVOLTURA, Fc=100 Kg/cm2 CODO DE Fo DE 90° (MEDIA PRESION) 5 0.55 5 0.15 RAMAL VERTICAL DE CAIDA 5 0.20 CAIDA MíNIMA 1.00m 5 5 Variable 5 7 \fArial|b0|i0|c0|p34;A NOMENCLATURA 1 2 3 4 5 Matriz d 10" Tubo Cachimba d 10" x 160 mm Tubería de Descarga d 160 mm Media Caña Enlucido 5 5 3 2 \fArial|b0|i0|c0|p34;A \fArial|b0|i0|c0|p34;B 1 5 5 3 4 5 10 6 7 8 Anclaje de concreto f'c = 140 kg/cm² 9 10 Cimiento de Limite de Propiedad Resane Mortero 1:3 Tapa Anillo Flexible 5 5 5 5 5 5 Variable 5 5 7 8 5 3 2 6 8 6 1 6 9 9 \fArial|b0|i0|c0|p34;B 5 5 5 5 Caja Registro 5 Corte A - A Escala 1 : 5 Conexión Domiciliaria Escala 1 : 5 Corte B - B Escala 1 : 5 5 5 .60 máx CLASES DE CONCRETO f'c D= 1.50m (MAYOR DE 3.00m DE PROFUNDIDAD) D= 1.20m (HASTA 3.00m DE PROFUNDIDAD) TAPA......................................................350 Kg/cm² ANCLAJE ..............................................115 Kg/cm² PARED, SOLADO, CANALETA.............210 Kg/cm² TECHO .................................................210 Kg/cm² C ANCLAJE MARCO F° F° 5 TAPA DE CONCRETO ARMADO V A R I A B L E 5 5 .60 máx B 5 .60 máx 5 Corte D - D ARMADURA SUPERIOR 5 5 5 5 5 .60 máx f'c = 210 kg/cm² \A1;ø \S1#2;" A C D \A1;ø \S1#2;" \A1;ø \S3#8;" \A1;ø \S3#8;" B A 5 5 5 Diámetro exterior \A1;ø \S3#8;" D CANALETA ENLUCIDO 1:2 SOLADO ARMADURA INFERIOR 5 NIVEL DE PAVIMENTO D fy = 4200 kg/cm² f'c = 210 kg/cm² e = 0.20 m Peso = 25.00 kg PARRILLA Todo fierro no indicado es de ø ½" 5 D 2 ø ½" @ .025m 3 ø ½" @ .10m PARED Superficie interna lisa Corte A - A Escala 1 : 10 Corte B - B Escala 1 : 10 Techo de Concreto Armado Escala 1 : 20 Corte C - C 5 5 5 5 VARIABLE TUBERIA DE LLEGADA A BUZON ANILLOS 2 0 1/2" TUBERIA DE REFUERZO ADICIONAL EN ZONA 5 ESC : 1/20 DE INGRESO DE TUBERIA X X CORTE VERTICAL ELEVACION ESC : 1/20

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, dach, dalle, DETAIL, DWG, escadas, escaliers, lajes, mailbox, mezanino, mezzanine, platte, reservoir, roof, slab, stair, telhado, toiture, treppe