Happen Air For Drainage And Sewer DWG Detail for AutoCAD

Happen Air For Drainage And Sewer DWG Detail for AutoCAD

Happen air for pipes od drainage 20m 30m 50m – Constructive details

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

Ing. Pedro luis lino verastegui, may, firm:, Ing. consultant, Provincial municipality of puerto inca, Cip .:, Pto. inca, Pto. inca, Construction of the Inca port drainage system, date:, Detail of the tower, cap screw, Detail of clamps, Needle, Tip., Tip., Door detail, Pl., section, Tip., N.t., Tip., section, section, Long, cap screw, your B., Weld to tube, coconut sweet, Std tube, Material: pl. Structural steel astm, Welding: aws electrodes, Concrete: f’c, Except as indicated., Dimensions given in, Coconut mesh, metallic structure:, Specifications, Notes:, Overcoming, running, ground, Fence, your B., Fence, plant, Control house, door, Niv ground, section, Overdrive, Column detail, Detail of beams, Dilation car detail, detail, Air pass longitudinal profile, Steel soul type cable, Box of, length, Hanging, anchorage, anchorage, Cable detail, Steel shackles, Clamp with two ears, Typical pendulum details, Pvc pipe, Steel soul type cable, cap screw, Without clamp, Steel soul type cable, Stirrups, Stirrups, Stirrups, Anchorage, Anchorage, Box of, Hanging, length, detail, Steel soul type cable, Anchorage, anchorage, Cable detail, Steel shackles, Clamp with two ears, Typical pendulum details, Pvc pipe, Steel soul type cable, cap screw, Without clamp, Steel soul type cable, Hemp type good wire rope, Box of, length, Hanging, Cable detail, anchorage, Cable detail, Steel shackles, Detail of the tower, Clamp with two ears, Typical pendulum details, Pvc pipe, Steel soul type cable, cap screw, Without clamp, Steel soul type cable, Hanging, Anchorage, Hanging, Level of natural terrain, Stirrups, Stirrups, Stirrups, Stirrups, Stirrups, Pvc pipe, Stirrups, Level of natural terrain, Level of natural terrain, anchorage, Stirrups, Stirrups, Stirrups, Pvc pipe, Stirrups, Level of natural terrain, Hanging, Anchorage, Anchorage, anchorage, Stirrups, Stirrups, Stirrups, Stirrups, Stirrups, Pvc pipe, Stirrups, Level of natural terrain, Level of natural terrain, Stirrups, Steel soul type cable, cap screw, Steel soul type cable, Air pass longitudinal profile, Air pass longitudinal profile, Detail of the tower, Anchorage, Column detail, Detail of beams, Column detail, Detail of beams, Steel plow core, Corrugated iron, tons, Improved type, Resistance breaking:, Hanging, Shoes, Columns, Beams, Fy, Mixture c: h, Fc, For design of structures, Technical specifications, Coatings, Soles for shoes, Concrete anchor chambers, Concrete beams, Concrete columns, Concrete shoes, cable, steel, Cm., Air pass:, Air passages for pipelines

Raw text data extracted from CAD file:

\A1;.30 \A1;.20 \A1;.30 \A1;.20 \A1;1.00 mm \A1;48.00 mm \A1;1.00 mm \A1;5.00 mm \A1;1" \A1;5.00 mm \A1;1" \A1;5.00 mm \A1;1" \A1;5.00 mm \A1;1" \A1;5.00 mm \A1;1.50 mm \A1;125.00 mm \A1;1.50 mm \A1;1.50 mm \A1;50.00 mm \A1;1.50 mm \A1;20.00 \A1;18.00 \A1;2.00 \A1;.60 \A1;4.63 \A1;1.25 \A1;1.60 \A1;1.60 \A1;.60 \A1;2.00 \A1;.80 \A1;.80 \A1;4.00 \A1;1.60 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.60 \A1;1.00 \A1;49.00° \A1;0.80 \A1;90.0° \A1;1.60 \A1;1.60 \A1;1.45 \A1;1.284 \A1;.083 \A1;.083 \A1;.60 \A1;Estribos: d1/4" @ .20 \A1;.30 \A1;2.00 \A1;0.85 \A1;.10 \A1;0.85 \A1;Estribos: d1/4" 1 a .05, R @ .10 A/E \A1;5.40 \A1;Estribos: d1/4" 1 a .05, R @ .10 A/E \A1;.30 \A1;.80 \A1;5.70 \A1;5.70 \A1;30.00 \A1;28.00 \A1;2.00 \A1;1.60 \A1;.60 \A1;1.80 \A1;.60 \A1;2.00 \A1;1.60 \A1;1.25 \A1;6.00 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.80 \A1;1.80 \A1;1.45 \A1;1.284 \A1;.083 \A1;.083 \A1;48.00 \A1;50.00 \A1;1.10 \A1;6.03 \A1;1.20 \A1;2.20 \A1;2.00 \A1;7.83 \A1;2.00 \A1;.80 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;8.00 \A1;2.20 \A1;2.20 \A1;1.45 \A1;1.284 \A1;.083 \A1;.083 \A1;4.00 \A1;.80 \A1;1.80 \A1;6.00 \A1;1.20 \A1;0.20 \A1;2.20 \A1;1.40 \A1;Estribos: d1/4" @ .20 \A1;.60 \A1;.60 \A1;Estribos: d1/4" @ .20 \A1;.60 \A1;1.00 \A1;.30 \A1;2.00 \A1;0.85 \A1;.10 \A1;0.85 \A1;.10 \A1;.20 \A1;.20 \A1;Estribos: d1/4" 1 a .05, R @.10 A/E \A1;1.00 \A1;.20 \A1;Estribos: d1/4" 1 a .05, R @.10 A/E \A1;Estribos: d1/4" 1 a .05, R @ .10 A/E \A1;3.10 \A1;6.50 \A1;Estribos: d1/4" 1 a .05, R @ .10 A/E \A1;3.00 \A1;.20 \A1;.30 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;Estribos: d1/4" 1 a .05, R @ .10 A/E \A1;Estribos: d1/4" 1 a .05, R @ .10 A/E \A1;.20 \A1;1.20 \A1;44.00° \A1;0.80 \A1;90.0° \A1;1.80 \A1;Estribos: d1/4" @ .20 \A1;.60 \A1;.60 \A1;1.00 \A1;.10 \A1;.20 \A1;.20 \A1;Estribos: d3/8" 1 a .05, R @.10 A/E \A1;1.00 \A1;.20 \A1;Estribos: d3/8" 1 a .05, R @.10 A/E \A1;2.50 \A1;2.50 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;Estribos: d1/4" 1 a .05, R @ .10 A/E \A1;Estribos: d1/4" 1 a .05, R @ .10 A/E \A1;.20 \A1;1.20 \A1;0.20 \A1;2.20 \A1;090 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.80 \A1;.80 \A1;1.10 \A1;2.20 \A1;8.00 \A1;1.50 \A1;44.00° \A1;1.10 \A1;90.0° \A1;2.20 \A1;Estribos: d1/4" @ .20 \A1;.80 \A1;.80 \A1;Estribos: d1/4" @ .20 \A1;.60 \A1;1.30 \A1;0.35 \A1;2.00 \A1;0.825 \A1;.10 \A1;0.825 \A1;.10 \A1;.35 \A1;.35 \A1;Estribos: d1/4" 1 a .05, R @.10 A/E \A1;1.30 \A1;.20 \A1;Estribos: d1/4" 1 a .05, R @.10 A/E \A1;Estribos: d1/4" 1 a .05, R @ .10 A/E \A1;2.60 \A1;8.60 \A1;Estribos: d1/4" 1 a .05, R @ .10 A/E \A1;2.80 \A1;.20 \A1;.35 \A1;.20 \A1;.20 \A1;.20 \A1;.35 \A1;Estribos: d1/4" 1 a .05, R @ .10 A/E \A1;Estribos: d1/4" 1 a .05, R @ .10 A/E \A1;.35 \A1;1.80 \A1;0.20 \A1;3.00 \A1;0.60 \A1;Estribos: d1/4" 1 a .05, R @.10 A/E \A1;2.60 \A1;.20 \A1;1.60 \A1;8.3410 \A1;0.8421 \fStylus BT|b1|i0|c0|p0;OBSERVACIONES : ING. PEDRO LUIS LINO VERASTEGUI MAYO 2006 FIRMA: \fStylus BT|b1|i0|c0|p0;INDICADAS \fStylus BT|b1|i0|c0|p0;ESCALA : ING. CONSULTOR : \fStylus BT|b1|i0|c0|p0;LAMINA : \fStylus BT|b1|i0|c0|p0;ESPECIALIDAD : MUNICIPALIDAD PROVINCIAL DE PUERTO INCA \fStylus BT|b1|i0|c0|p0;CONTENIDO : CIP.: 71774 PTO. INCA \fStylus BT|b1|i0|c0|p0;HUANUCO \fStylus BT|b1|i0|c0|p0;DIST. : \fStylus BT|b1|i0|c0|p0;PROV. : \fStylus BT|b1|i0|c0|p0;REGIÓN : PTO. INCA \fStylus BT|b1|i0|c0|p0;PROYECTO : CONSTRUCCION DEL SISTEMA DE DESAGUE DE PUERTO INCA FECHA: DETALLE DE LA TORRE L=30m DETALLE DE LA TORRE L=30m \A1;.30 \A1;.20 \A1;.30 \A1;.20 \A1;.35 \A1;.20 \A1;.35 \A1; .30 Perno d 1/2" \A1;Plancha de 1/8" DETALLE DE ABRAZADERAS \A1;33 \A1;100 \A1;100 \A1;50 \A1;50 \A1;25 \A1;2 \A1;104 \A1;2 \A1;18 \A1;100 \A1;22 \A1;25 \A1;100 \A1;2,950 \A1;2,000 \A1;PL. 3/8" \A1;100 \A1;27 \A1;AGUJ. 9/16"d \A1;148 \A1;175 \A1;300x300 \A1;100 \A1;500 \A1;200 \A1;400 \A1;200 \A1;25x25 \A1;200 \A1;100 \A1;800 \A1;31 \A1;31 \A1;49 \A1;75 \A1;50 \A1;AGUJ. 5/8"d \A1;62 \A1;15 \A1;51 \A1;25 \A1;18 \A1;17 \A1;35 \A1;63 \A1;40 \A1;23 \A1;1,200 \A1;1,400 \A1;1,050 \A1;1,100 \A1;2,100 \A1;2,300 \A1;425 \A1;50 \A1;200 \A1;1,050 \A1;60 \A1;575 \A1;100 \A1;2,000 \A1;100 \A1;500 \A1;200 \A1;200 \A1;60 \A1;50 \A1;100 \A1;50,000m \A1;2,900 \A1;2,900 \A1;2,900 \A1;2,900 \A1;60,000m \A1;2,900 \A1;2,900 \A1;200 \A1;400 \A1;200 \A1;200 \A1;25x25 \A1;3,200 \A1;2,550 \A1;2,950 \A1;3,300 \A1;2,500 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 MC-X 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 MC-X HACER-UNO 2995.283126470786 PL.3/8" 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 DETALLE-1 2995.283126470786 MC-Y HACER-UNO PL.3/8" 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 AGUJ. 5/8"d 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 PL.1/2"x54dint.x75dext. A PL.1/2"x100x33 5 MC-Y 5 TIP. DETALLE-2 2995.283126470786 2995.283126470786 A 2995.283126470786 5 TIP. 2995.283126470786 2995.283126470786 B B DETALLE PUERTA P-1 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 DETALLE-1 2995.283126470786 2995.283126470786 PL. 1/4"x100d 2995.283126470786 2995.283126470786 SECCION A-A 2995.283126470786 2995.283126470786 5 5 TIP. N.T. 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 TIP. TIP. \A1;TUB. 2\S1#2;"d 2995.283126470786 2995.283126470786 2995.283126470786 SECCION B-B 5 5 SECCION A-A Long. 3 1/2" PERNO 1/2"dUNC TUB. 2"d 2995.283126470786 SOLDAR AL TUBO \A1;Malla Cocada 2\S1#2;"x2\S1#2;"x\S1#8;" Tubo STD 2"d MATERIAL: PL. Acero Estructural ASTM A-36 SOLDADURA: Electrodos AWS E-70-XX 1. CONCRETO: f'c 175 Kgs/cm2 EXCEPTO LO INDICADO. 1. DIMENSIONES DADAS EN MILIMETROS, MALLA COCADA \A1;2\S1#2;"x2\S1#2;"x\S1#8;" 2. ESTRUCTURA METALICA: DETALLE-2 2995.283126470786 ESPECIFICACIONES : NOTAS: SOBRECIMIENTO CORRIDO 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 BASE-1 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 \A1;NIV. TERRENO (TIPICO) fªcª 1"d TUB. 2"d SCH40 (TIPICO) 2995.283126470786 fªcª 1"d (TIPICO) 2995.283126470786 2995.283126470786 PLANTA 2995.283126470786 CASETA DE CONTROL 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 A BASE-1 A PUERTA P-1 2995.283126470786 2995.283126470786 2995.283126470786 B B BASE-1 2995.283126470786 2995.283126470786 NIV. TERRENO SECCION B-B 2995.283126470786 2995.283126470786 SOBRECIMIENTO CORRIDO 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 2995.283126470786 50 1.0 1.0000000000 0 1 0 50 1.0 1.0000000000 0 1 0 50 1.0 1.0000000000 0 1 0 50 1.0 1.0000000000 0 1 0 50 1.0 1.0000000000 0 1 0 50 1.0 1.0000000000 0 1 0 50 1.0 1.0000000000 0 1 0 50 1.0 1.0000000000 0 1 0 50 1.0 1.0000000000 0 1 0 50 1.0 1.0000000000 0 1 0 50 1.0 1.0000000000 0 1 0 50 1.0 1.0000000000 0 1 0 50 1.0 1.0000000000 0 1 0 50 1.0 1.0000000000 0 1 0 50 1.0 1.0000000000 0 1 0 DETALLE DE COLUMNAS 2 d1/2" 5 1 a.05, R @.10 A/E V1 (.20x.30) (Escala : 1/10) DETALLE DE VIGAS d3/8" (.20x.30) (Escala : 1/10) 2 d1/2" 5 5 1 a.05, R @.10 A/E 3 d1/2" 3 d1/2" d3/8" 5 1.00 mm 48.00 mm 1.00 mm 5.00 mm 1" 5.00 mm 1" 5.00 mm 1" 5.00 mm 1" 5.00 mm 1.50 mm 125.00 mm 1.50 mm 1.50 mm 50.00 mm 1.50 mm (Escala : 1/1) DETALLE DE CARRO DE DILATACIÓN DETALLE 01 DETALLE 02 5 5 177.00 176.00 175.00 180.00 181.00 179.00 178.00 -17.0% 5 5 5 182.00 5 8 6 7 PASE AEREO L=20m- PERFIL LONGITUDINAL (Escala : 1/75) CABLE TIPO BOA 6x19 d3/8" ALMA DE ACERO 1% 5 5 5 5 5 4 5 2 3 0 1 2 1 5 4 3 7 6 8 8.25 7 CUADRO DE 1.25 2.50 3.75 5.00 0.00 6.25 7.50 i Xi 1 2 3 4 0 5 6 LONGITUD PÉNDOLA 1.70 1.94 2.28 2.72 1.55 3.26 3.90 1.50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COTA:178.835 COTA:183.594 COTA:178.626 COTA:178.835 COTA:178.626 COTA:183.594 1.60 5 49.00° 0.80 5 1.60 ANCLAJE d5/8" 1.60 ANCLAJE d5/8" 1.45 1.284 DETALLE DE CABLE (Escala : 1/2.5) 5 GRILLETES DE ACERO d3/8" 5 ABRAZADERA CON DOS OREJAS d1.5" DETALLES DE PÉNDOLAS TÍPICAS TUBERÍA PVC d6" CABLE TIPO BOA 6x19 d3/8" ALMA DE ACERO PERNO 3/8"x3/8" PERNO 3/8"x3/8" ABRAZADERA DE ALTA SIN PERNOS d3/8" CABLE TIPO BOA 6x19 d3/8" ALMA DE ACERO 5 Estribos: d1/4" @ .20 5 2.00 0.85 5 d1/2" @.15 d1/2" @.15 0.85 Estribos: d1/4" 1 a .05, R @ .10 A/E 5.40 Estribos: d1/4" 1 a .05, R @ .10 A/E 5 5 5 5 5 5 DADO DE ANCLAJE 1.80x1.80x0.80 179.00 178.00 177.00 182.00 181.00 183.00 180.00 5 5 COTA:180.772 5 5 1% COTA:180.772 5 5 5 DADO DE ANCLAJE 1.80x1.80x0.80 COTA:181.158 5.00 6.25 4 5 11 10 9 10.00 11.25 12.50 6.00 7.50 8.25 6 7 8 CUADRO DE 1.25 1 2.50 4.75 2 3 Xi 0.00 i 0 PÉNDOLA LONGITUD 1.53 185.00 186.00 187.00 184.00 COTA:187.188 COTA:187.188 DETALLE 01 DETALLE 02 CABLE TIPO BOA 6x19 d1/2" ALMA DE ACERO 5 8 6 7 4 5 2 3 0 1 5 5 5 5 5 5 5 5 5 5 5 5 9 10 11 12 5 8 6 7 4 5 2 3 0 1 5 5 5 5 5 5 5 5 5 5 5 9 10 11 12 DADO DE ANCLAJE 1.80 ANCLAJE d5/8" 1.80 1.45 1.284 DETALLE DE CABLE (Escala : 1/2.5) 5 GRILLETES DE ACERO d3/8" 5 ABRAZADERA CON DOS OREJAS d1.5" DETALLES DE PÉNDOLAS TÍPICAS TUBERÍA PVC d10" CABLE TIPO BOA 6x19 d1/2" ALMA DE ACERO PERNO 3/8"x3/8" ABRAZADERA DE ALTA SIN PERNOS d3/8" CABLE TIPO BOA 6x19 d1/2" ALMA DE ACERO 5 5 COTA:186.842 181.00 180.00 184.00 185.00 182.00 183.00 188.00 189.00 186.00 187.00 190.00 5 5 5 5 COTA:186.145 5 COTA:194.370 CABLE TIPO BOA 6x19 d5/8" ALMA DE CÁÑAMO 1% 5 5 CUADRO DE 6 18 17 8 9 12 16 14 15 13 10 11 7 COTA:186.145 5 1 3 5 4 2 0 i Xi LONGITUD PÉNDOLA COTA:194.370 5 8 6 7 4 5 2 3 0 1 5 5 5 5 5 5 5 5 5 5 5 9 10 11 12 0 5 5 5 5 5 5 13 14 15 16 17 18 5 19 0 0 5 20 5 2.20 DETALLE DE CABLE 2.20 (Escala : 1/25) ANCLAJE d5/8" 1.45 1.284 DETALLE DE CABLE (Escala : 1/2.5) 5 GRILLETES DE ACERO d3/8" 5 DETALLE DE LA TORRE L=30m ABRAZADERA CON DOS OREJAS d1.5" DETALLES DE PÉNDOLAS TÍPICAS TUBERÍA PVC d6" CABLE TIPO BOA 6x19 d5/8" ALMA DE ACERO PERNO 3/8"x3/8" PERNO 3/8"x3/8" ABRAZADERA DE ALTA SIN PERNOS d3/8" CABLE TIPO BOA 6x19 d1/2" ALMA DE ACERO 19 PÉNDOLAS 183.00 5 DADO DE ANCLAJE 1.60x1.60x0.80 DADO DE ANCLAJE 1.60x1.60x0.80 1% 1.50 1.62 1.76 1.97 2.23 2.55 2.93 3.37 3.86 4.42 5.03 PÉNDOLAS 5 5 5 COTA:181.158 NIVEL DE TERRENO NATURAL d=200 mm Estribos: d1/4" @ .20 5 5 Estribos: d1/4" @ .20 5 5 5 2.00 0.85 5 d1/2" @.15 d1/2" @.15 0.85 5 5 5 Estribos: d1/4" 1 a .05, R @.10 A/E 5 5 Estribos: d1/4" 1 a .05, R @.10 A/E Estribos: d1/4" 1 a .05, R @ .10 A/E 3.10 6.50 Estribos: d1/4" 1 a .05, R @ .10 A/E 3.00 TUBERÍA PVC d6" 5 5 5 5 5 5 Estribos: d1/4" 1 a .05, R @ .10 A/E Estribos: d1/4" 1 a .05, R @ .10 A/E 5 NIVEL DE TERRENO NATURAL 1.20 0.20 2.20 1.40 NIVEL DE TERRENO NATURAL d=200 mm 1.20 44.00° 0.80 5 1.80 ANCLAJE d5/8" Estribos: d1/4" @ .20 5 5 5 5 5 5 Estribos: d3/8" 1 a .05, R @.10 A/E 5 5 Estribos: d3/8" 1 a .05, R @.10 A/E 2.50 2.50 TUBERÍA PVC d6" 5 5 5 5 5 Estribos: d1/4" 1 a .05, R @ .10 A/E Estribos: d1/4" 1 a .05, R @ .10 A/E 5 NIVEL DE TERRENO NATURAL 1.20 0.20 2.20 090 PÉNDOLAS 5.00 6.25 10.00 11.25 12.50 7.50 8.25 1.25 2.50 4.75 0.00 13.75 15.00 16.25 17.50 18.75 20.00 21.25 22.25 23.75 1.50 1.52 1.56 1.64 1.76 1.89 2.06 2.26 2.47 2.74 3.02 3.34 3.69 4.06 4.52 4.95 5.43 5.95 6.52 7.38 5 8 6 7 4 5 2 3 1 5 5 5 5 5 5 5 5 5 5 5 9 10 11 12 5 5 5 5 5 5 13 14 15 16 17 18 5 19 5 20 191.00 192.00 193.00 194.00 5 5 DADO DE ANCLAJE 2.20x2.20x1.10 COTA:186.842 5 5 DADO DE ANCLAJE 2.20x2.20x1.10 5 1.50 44.00° 1.10 5 2.20 ANCLAJE d5/8" Estribos: d1/4" @ .20 5 5 Estribos: d1/4" @ .20 .60 1.30 0.35 2.00 0.825 5 d1/2" @.15 d1/2" @.15 0.825 5 .35 .35 Estribos: d1/4" 1 a .05, R @.10 A/E 1.30 5 Estribos: d1/4" 1 a .05, R @.10 A/E Estribos: d1/4" 1 a .05, R @ .10 A/E 2.60 8.60 Estribos: d1/4" 1 a .05, R @ .10 A/E 2.80 TUBERÍA PVC d6" 5 .35 5 5 5 .35 Estribos: d1/4" 1 a .05, R @ .10 A/E Estribos: d1/4" 1 a .05, R @ .10 A/E .35 NIVEL DE TERRENO NATURAL 1.80 0.20 3.00 0.60 NIVEL DE TERRENO NATURAL d=200 mm Estribos: d1/4" 1 a .05, R @.10 A/E 2.60 5 5 CABLE TIPO BOA 6x19 d1/4" ALMA DE ACERO PERNO 3/8"x3/8" CABLE TIPO BOA 6x19 d1/4" ALMA DE ACERO CABLE TIPO BOA 6x19 d1/4" ALMA DE ACERO CABLE TIPO BOA 6x19 d1/4" ALMA DE ACERO CABLE TIPO BOA 6x19 d1/4" ALMA DE ACERO CABLE TIPO BOA 6x19 d1/4" ALMA DE ACERO 5 5 PASE AEREO L=30m- PERFIL LONGITUDINAL (Escala : 1/75) PASE AEREO L=50m- PERFIL LONGITUDINAL (Escala : 1/75) DETALLE DE LA TORRE L=20m DETALLE DE LA TORRE L=50m DADO DE ANCLAJE DETALLE DE COLUMNAS 2 d1/2" 5 1 a.05, R @.10 A/E V1 (.20x.30) (Escala : 1/10) DETALLE DE VIGAS d3/8" (.20x.30) (Escala : 1/10) 2 d1/2" 5 5 1 a.05, R @.10 A/E 3 d1/2" 3 d1/2" d3/8" 5 DETALLE DE COLUMNAS 2 d1/2" .35 1 a.05, R @.10 A/E V1 (.20x.35) (Escala : 1/10) DETALLE DE VIGAS d3/8" (.30x.35) (Escala : 1/10) 2 d1/2" .20 .35 1 a.05, R @.10 A/E 3 d1/2" 3 d1/2" d3/8" .30 Alma de acero de arado De fierro corrugado d1/4". Toneladas mejorado tipo "boa". Resistencia a la ruptura: 5.95 PÉNDOLAS 6x19. d=3/8". ZAPATAS COLUMNAS VIGAS f'y = 4200 kg/cm2 MEZCLA C:H 1:10 f'c = 140 kg/cm2 f'c = 210 kg/cm2 f'c = 210 kg/cm2 f'c = 175 kg/cm2 PARA DISEÑO DE ESTRUCTURAS ESPECIFICACIONES TÉCNICAS RECUBRIMIENTOS SOLADO PARA ZAPATAS CONCRETO CÁMARAS DE ANCLAJE CONCRETO VIGAS CONCRETO COLUMNAS CONCRETO ZAPATAS CABLE ACERO 7.50 cm. 4.00 cm. 4.00 cm. (1 de 1) F-1 PASE AEREO: · \fStylus BT|b1|i0|c0|p34;SECCIONES \fSymbol|b1|i0|c2|p18;· \fStylus BT|b1|i0|c0|p34;CORTES \fSymbol|b1|i0|c2|p18;· \fStylus BT|b1|i0|c0|p34;DETALLES PASES AEREOS PARA TUBERIAS

Language	English
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	air, autocad, constructive, DETAIL, details, drainage, DWG, kläranlage, od, pipes, sewer, treatment plant