Mailboxes Detail DWG Full Project for AutoCAD

MAILBOX PLANS FOR SEWAGE SYSTEM AND DRAIN WATER PROJECTS

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

maximum, maximum, minimum, maximum, minimum, maximum, Armor in the roof of the mailbox, inside diameter, Corrugated f’y, maximum, maximum, minimum, maximum, minimum, maximum, Armor in the roof of the mailbox, inside diameter, Corrugated f’y, maximum, maximum, minimum, maximum, minimum, maximum, maximum, Bottom slab, Channel plaster, Cylindrical wall, ceiling, Level of pavement, F. Reinforced concrete cover, variable, Note: d.i. Up to depth d.i. Greater than the depth of the, Technical specifications, Of buzon, Of buzon, Pipe anchor:, concrete:, Slab of, Slab cylinder wall, Solid, Armor in the mailbox roof, inside diameter, Corrugated iron f’y, variable, variable, drop, Concrete lid fdo. Kg, anchorage, section, anchorage, Tee pvc uf. Dnxdn, Nipple uf. Dn, Elbow uf., Uf female plug. Dn, Aluminum platen fasten, Tube anchored hilti bolts., anchorage, Accessories box, Plant: special fallen buzzer, maximum, maximum, minimum, maximum, minimum, maximum, maximum, Bottom slab, Channel plaster, Cylindrical wall, ceiling, Level of pavement, F. Reinforced concrete cover, variable, Note: d.i. Up to depth d.i. Greater than the depth of the, Technical specifications, Of buzon, Of buzon, Pipe anchor:, concrete:, Slab of, Slab cylinder wall, Solid, Armor in the mailbox roof, inside diameter, Corrugated iron f’y, note:, The mailboxes will generally be constructed with type cement, Except those indicated in the attached table., district:, date:, sheet, professional:, scale:, Indicated, flat:, province:, draft:

Raw text data extracted from CAD file:

\A1;.50 MAXIMO \A1;.20 \A1;DI \A1;.20 \A1;.50 MAXIMO \A1;.20 \A1;DI \A1;.20 \A1;.20 MINIMO \A1;.20 \A1;.20 \A1;.50 MAXIMO \A1;.50 MAXIMO \A1;.20 MINIMO \A1;.60 \A1;.20 \A1;DI \A1;.20 \A1;.20 \A1;DI \A1;.20 \A1;.50 MAXIMO \A1;.50 MAXIMO \A1;.20 \A1;.20 \A1;.20 \A1;DI \A1;.20 \A1;.60 \A1;.10 \A1;.20 \A1;VARIABLE \A1;.22 \A1;\U+2205.60 \A1;.65 \A1;.60 \A1;.65 ARMADURA EN EL TECHO DE BUZON DIAMETRO INTERIOR = 1.50 m \A1;FIERRO CORRUGADO f’y = 4,200 \Skg#cm;² 1 8 d½” 1.72 \A1;m \Sc#u; 13.76 2 4 d½” 1.70 \A1;m \Sc#u; 6.80 3 4 d½” 1.58 \A1;m \Sc#u; 6.32 4 4 d½” 1.34 \A1;m \Sc#u; 5.36 5 4 d½” 0.98 \A1;m \Sc#u; 3.92 36.16 36.16 x 1.02= 36.88 36.88 x 1.05= 38.72 39kg \A1;.50 \A1;.60 \A1;.50 \A1;\U+2205.60 \A1;.50 MAXIMO \A1;.20 \A1;DI \A1;.20 \A1;.50 MAXIMO \A1;.20 \A1;DI \A1;.20 \A1;.20 MINIMO \A1;.20 \A1;.20 \A1;.50 MAXIMO \A1;.50 MAXIMO \A1;.20 MINIMO \A1;.60 \A1;.20 \A1;DI \A1;.20 \A1;.20 \A1;DI \A1;.20 \A1;.50 MAXIMO \A1;.50 MAXIMO \A1;.20 \A1;.20 \A1;.20 \A1;DI \A1;.20 \A1;.60 \A1;.10 \A1;.20 \A1;VARIABLE \A1;.22 \A1;\U+2205.60 \A1;.65 \A1;.60 \A1;.65 ARMADURA EN EL TECHO DE BUZON DIAMETRO INTERIOR = 1.50 m \A1;FIERRO CORRUGADO f’y = 4,200 \Skg#cm;² 1 8 d½” 1.72 \A1;m \Sc#u; 13.76 2 4 d½” 1.70 \A1;m \Sc#u; 6.80 3 4 d½” 1.58 \A1;m \Sc#u; 6.32 4 4 d½” 1.34 \A1;m \Sc#u; 5.36 5 4 d½” 0.98 \A1;m \Sc#u; 3.92 36.16 36.16 x 1.02= 36.88 36.88 x 1.05= 38.72 39kg \A1;.50 \A1;.60 \A1;.50 \A1;VARIABLE \A1;.20 \A1;.20 \A1;.60 \A1;.20 \A1;.20 \A1;VARIABLE \A1;CAIDA > 1.00m. \A1;D \A1;\U+2205.60 D D <> MAXIMO 5 DI 5 <> MAXIMO 5 DI 5 <> MINIMO 5 5 \A1;ANCLAJE \A1;ANCLAJE <> MAXIMO <> MAXIMO <> MINIMO E E \LCORTE F-F \fArial Narrow|b0|i0|c0|p34;\lESC 1:20 \LCORTE G-G \fArial Narrow|b0|i0|c0|p34;\lESC 1:20 5 5 DI 5 G G F F <> MAXIMO 5 DI 5 <> MAXIMO 5 \A1;ANCLAJE 5 LOSA DE FONDO ENLUCIDO DE CANALETA 1:2 \LCORTE D-D \fArial Narrow|b0|i0|c0|p34;\lESC 1:20 \LCORTE D-D \fArial Narrow|b0|i0|c0|p34;\lESC 1:20 5 DI 5 MURO CILINDRICO TECHO NIVEL DE PAVIMENTO MARCO DE F.F. Y TAPA DE CONCRETO ARMADO 5 5 5 VARIABLE 5 NOTA: D.I. = 1.20m hasta 3.00m de profundidad D.I. = 1.50m mayor de 3.00m de profundidad y/o para tuberias de 800mm. a 1200mm. 5 5 5 5 ESPECIFICACIONES TÉCNICAS \LTECHO DE BUZON D.I.=1.50m \fArial Narrow|b0|i0|c0|p34;\lESC 1:20 5 5 5 \LTECHO DE BUZON D.I.=1.20m \fArial Narrow|b0|i0|c0|p34;\lESC 1:20 5 4 3 2 1 \A1; \A1; ANCLAJE DE TUBERÍA: CONCRETO: LOSA DE FONDO-PISO, MURO CILINDRO Y LOSA MACIZA: f’c=140 kg/cm2 f’c=210 kg/cm2 ARMADURA EN EL TECHO DE BUZÓN DIÁMETRO INTERIOR = 1.20 m FIERRO CORRUGADO f’y = 4200 kg/cm2 1 2 3 4 8 4 4 4 29.92 17.35 x x 0.58= 1.05= 17.35 18.22 19kg 11.20 5.44 5.16 4.52 3.60 29.92 5 4 1.40 1.36 1.29 1.13 0.90 m c/u m c/u m c/u m c/u m c/u d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ VARIABLE .20 .20 5 .20 .20 VARIABLE 25% CAIDA > 1.00m. TAPA DE CONCRETO Y MARCO DE F° FDO. 12.5 kg B B ANCLAJE SECCIÓN B-B \fArial Narrow|b0|i0|c0|p34;\H0.75x;\lESC 1:20 D ANCLAJE f c = 140 kg/cm 2 1 4 2 3 1 TEE PVC – U UF. PN10 DNxDN 2 NIPLE PVC-U UF. PN10 DN NTP-ISO 4422 3 CODO PVC-U UF. PN10 DNx90 4 TAPON HEMBRA PVC-U UF. PN10 DN 5 5 PLATINA DE ALUMINIO 2″x3/32″ @0.2m P/ SUJETAR TUBO Y ANCLADA C/ PERNOS HILTI. ANCLAJE CUADRO DE ACCESORIOS PLANTA: BUZON CAIDA ESPECIAL \fArial Narrow|b0|i0|c0|p34;\H0.7502x;ESC:1:20 5 5 5 5 \A1; \A1; \A1; \A1; \A1; \A1; 5 4 3 2 1 5 D D <> MAXIMO 5 DI 5 <> MAXIMO 5 DI 5 <> MINIMO 5 5 \A1;ANCLAJE \A1;ANCLAJE <> MAXIMO <> MAXIMO <> MINIMO E E \LCORTE F-F \fArial Narrow|b0|i0|c0|p34;\lESC 1:20 \LCORTE G-G \fArial Narrow|b0|i0|c0|p34;\lESC 1:20 5 5 DI 5 G G F F <> MAXIMO 5 DI 5 <> MAXIMO 5 \A1;ANCLAJE 5 LOSA DE FONDO ENLUCIDO DE CANALETA 1:2 \LCORTE D-D \fArial Narrow|b0|i0|c0|p34;\lESC 1:20 \LCORTE D-D \fArial Narrow|b0|i0|c0|p34;\lESC 1:20 5 DI 5 MURO CILINDRICO TECHO NIVEL DE PAVIMENTO MARCO DE F.F. Y TAPA DE CONCRETO ARMADO 5 5 5 VARIABLE 5 NOTA: D.I. = 1.20m hasta 3.00m de profundidad D.I. = 1.50m mayor de 3.00m de profundidad y/o para tuberias de 800mm. a 1200mm. 5 5 5 5 ESPECIFICACIONES TÉCNICAS \LTECHO DE BUZON D.I.=1.50m \fArial Narrow|b0|i0|c0|p34;\lESC 1:20 5 5 5 \LTECHO DE BUZON D.I.=1.20m \fArial Narrow|b0|i0|c0|p34;\lESC 1:20 5 4 3 2 1 \A1; \A1; ANCLAJE DE TUBERÍA: CONCRETO: LOSA DE FONDO-PISO, MURO CILINDRO Y LOSA MACIZA: f’c=140 kg/cm2 f’c=210 kg/cm2 ARMADURA EN EL TECHO DE BUZÓN DIÁMETRO INTERIOR = 1.20 m FIERRO CORRUGADO f’y = 4200 kg/cm2 1 2 3 4 8 4 4 4 29.92 17.35 x x 0.58= 1.05= 17.35 18.22 19kg 11.20 5.44 5.16 4.52 3.60 29.92 5 4 1.40 1.36 1.29 1.13 0.90 m c/u m c/u m c/u m c/u m c/u d3/8″ d3/8″ d3/8″ d3/8″ d3/8″ \A1; \A1; \A1; \A1; \A1; \A1; 5 4 3 2 1 5 NOTA: LOS BUZONES SE CONSTRUIRÁN EN GENERAL CON CEMENTO TIPO V, SALVO LOS QUE SE INDICAN EN EL CUADRO ADJUNTO. DISTRITO: FECHA: LÁMINA PROFESIONAL: ESCALA: INDICADA PLANO: PROVINCIA: PROYECTO: