Hanging Pipe D = 160mm And 145 Mts Light DWG Detail for AutoCAD

Details – dimensions – axonometric

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

Meeting board left tower e:, Longitudinal profile and:, Plant and:, Technical rec. Cm shoes cm concrete chambers anchorage cycle of p.m. Wood density classification basic steel wire rope type of weight with specific weight resistance breaking with safety factor of arrow parabola decking with countershaft length of pendolas: in, Of pendulum lengths from the to the base of the spar. Dist. Of the long. total:, Plant longitudinal profile, Foncodes, Pedestrian suspension bridge uchipampa, design, reviewed by, Meeting board right tower and:, flat, draft, topography, Dpo., location, date, October, Uchipampa aconan, Ancash, Recuay, province, sheet, district, Ancash, region, scale, Recuay, R. Tafur v., your B., your B., center, floor, Detail foundation right tower e:, Longitudinal profile and:, Plant and:, Technical rec. Cm shoes cm concrete chambers anchorage cycle of p.m. Steel rivet steel type with specific weight strength breaking with safety factor of arrow steel pipe schedule with outer diameter of mm thickness specific weight of pipe countershaft:, Detail foundation left tower e:, C. Pasco v., draft, reviewed by, design, topography, flat, Improvement of the sanitation system, Dpto., region, province, Ancash, Recuay, Ancash, July, Recuay, sector, date, district, sheet, scale, Basic of the city of province of recuay ancash, Pipe transfer area, Plant longitudinal profile, Technical rec. Cm shoes cm, C. Pasco v., draft, reviewed by, design, topography, flat, Improvement of the sanitation system, Dpto., region, province, Ancash, Recuay, Ancash, July, Recuay, sector, date, district, sheet, scale, Basic of the city of province of recuay ancash, Pipe transfer area, Detail towers, Indicated, home, Recuay road, home, highway, home, Red river, Foundation level: m.s.n.m., light, Average level of the river: m.s.n.m., Long Of the cable between column axes anchoring chamber:, Foundation level: m.s.n.m., Right tower, Foundation level: m.s.n.m., Longi. Of the cable between colum shafts. Cám. Of anchorage:, Left tower, Road recuay catac, Road ruenos aires recuay, Foundation level: m.s.n.m., Left tower, Left anchor chamber, Right tower, Right anchorage chamber, Foundation level: m.s.n.m., Right tower, Foundation level: m.s.n.m., Left tower, Excv., Location your B., excavation, Location your B., Front tower and:, cables, Hanging, arrow, Tower profile and:, Tower plant and:, Column of iron and:, level, its T., its T., its T., its T., Column of iron and:, Beam of iron and:, Beam of iron and:, Inf., Sup, Zapata plant iron and disposition:, Inf., Inf., Sup, Iron blade and iron layout:, Dilatation cars and:, Rollers, Of dilat., Correct position of the clamps, Detail of moorings and:, All accessories: thimble thimbles must be original crosby brand, Black iron, minimum, Lbs rail., Minimum staples of the, Segments of, Soles cm, Right anchor chamber cut, Orifice, Lbs rail, Towards the tower, Soles cm, Orifice, Lbs rail, Left anchor camera cut, Mooring right anchorage, Mooring chamber left anchorage, Towards the tower, Anchorage chamber plant, Towards the tower, Lbs rail, cables, Hanging, C. Pasco v., draft, reviewed by, design, topography, flat, Improvement of the sanitation system, Dpto., region, province, Ancash, Recuay, Ancash, July, Recuay, sector, date, district, sheet, scale, Basic of the city of province of recuay ancash, Pipe transfer area, Detail anchorage chamber, Indicated, Technical information concrete chambers anchorage cycle of p.m.

Raw text data extracted from CAD file:

TP WV H Y D O S W S D GV W D Y H D \A1;10.06 \A1;162.47 \A1;21.30 3414 3416 3418 3420 3422 3424 3414 3416 3418 3420 3422 3424 14+100 3423.00 3423.000 14+120 3422.46 3422.465 14+140 3421.89 3421.889 14+160 3421.41 3421.413 14+180 3420.44 3420.437 14+200 3417.07 3417.065 14+220 3416.96 3416.964 14+240 3416.80 3416.800 14+260 3417.88 3417.875 14+280 3416.00 3415.999 14+300 3416.60 3416.596 14+320 3414.68 3414.681 14+340 3414.26 3414.262 14+360 3414.45 3414.445 14+380 3415.99 3415.990 14+400 3419.39 3419.386 14+420 14+440 14+460 -8921421.273439318 -8921421.273439318 -8921421.273439318 Encuentro Tablero - Torre Izquierda E: 1/100 Perfil Longitudinal E: 1/500 Planta E: 1/500 \LESPECIFICACIONES TECNICAS \fArial|b0|i0|c204|p34;__________________________________ ELEMENTO CONCRETO REC. \lTORRES f'c=210 kg/cm2 3 cm ZAPATAS f'c=210 kg/cm2 5 cm CAMARAS DE CONCRETO ANCLAJE CICLOPEO f'c=175 + 30% DE P.M. (FACTOR DE SEGU- RIDAD AL DESLIZA- MIENTO DE \fArial|b0|i0|c0|p34;2.0\fArial|b0|i0|c204|p34;) ------------------------------------------------------------- MADERA TORNILLO, CLASIFICACION C, DE DENSIDAD BASICA 450 kg/m3. ------------------------------------------------------------- CABLE DE ACERO TIPO BOA DE 6x19, CON ALMA DE ACERO, DE\fArial|b0|i0|c0|p34; D=\fArial|b0|i0|c204|p34;1 \fArial|b0|i0|c0|p34;3\fArial|b0|i0|c204|p34;/8", DE PESO ESPECIFICO \fArial|b0|i0|c0|p34;5.15\fArial|b0|i0|c204|p34; kg/m Y RESISTENCIA A LA RUPTURA DE 5\fArial|b0|i0|c0|p34;7.54\fArial|b0|i0|c204|p34; TN, CON FACTOR DE SEGURIDAD DE 4.0. PARABOLA DE FLECHA \fArial|b0|i0|c0|p34;9.93\fArial|b0|i0|c204|p34; \fArial|b0|i0|c0|p34;m\fArial|b0|i0|c204|p34; Y ENTABLADO CON CONTRAFLECHA 0.\fArial|b0|i0|c0|p34;6\fArial|b0|i0|c204|p34;3 \fArial|b0|i0|c0|p34;m\fArial|b0|i0|c204|p34;. LONGITUD DE PENDOLAS: Y = \fArial|b0|i0|c0|p34;1.178\fArial|b0|i0|c204|p34; m + \fArial|b0|i0|c0|p34;4.58\fArial|b0|i0|c204|p34; *10\fArial|b0|i0|c0|p34; E-3\fArial|b0|i0|c204|p34; * X\fArial|b0|i0|c0|p34;**\fArial|b0|i0|c204|p34;2\fArial|b0|i0|c0|p34; \fArial|b0|i0|c204|p34; ( X en mts.) -------------------------------------------------------------- \LTABLA DE LONGITUDES DE PENDOLAS DESDE EL \l \LCABLE HASTA LA BASE DEL LARGUERO No DE PEND. DIST. DEL C.L.(m) LONG. (m) \l 1 \fArial|b0|i0|c0|p34;00.95\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;1.402\fArial|b0|i0|c204|p34; 2 \fArial|b0|i0|c0|p34;02.85\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;1.435\fArial|b0|i0|c204|p34; 3 \fArial|b0|i0|c0|p34;04.75\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;1.501\fArial|b0|i0|c204|p34; 4 \fArial|b0|i0|c0|p34;06.65\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;1.600\fArial|b0|i0|c204|p34; 5 \fArial|b0|i0|c0|p34;08.55\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;1.733\fArial|b0|i0|c204|p34; 6 \fArial|b0|i0|c0|p34;10.45\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;1.898\fArial|b0|i0|c204|p34; 7 \fArial|b0|i0|c0|p34;12.35\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;2.096\fArial|b0|i0|c204|p34; 8 \fArial|b0|i0|c0|p34;14.25\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;2.328\fArial|b0|i0|c204|p34; 9 \fArial|b0|i0|c0|p34;16.15\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;2.592\fArial|b0|i0|c204|p34; 10 \fArial|b0|i0|c0|p34;18.05\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;2.890\fArial|b0|i0|c204|p34; 11 \fArial|b0|i0|c0|p34;19.95\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;3.221\fArial|b0|i0|c204|p34; 12 \fArial|b0|i0|c0|p34;21.85\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;3.584\fArial|b0|i0|c204|p34; 13 \fArial|b0|i0|c0|p34;23.75\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;3.981\fArial|b0|i0|c204|p34; 14 \fArial|b0|i0|c0|p34;25.65\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;4.411\fArial|b0|i0|c204|p34; 15 \fArial|b0|i0|c0|p34;27.55\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;4.874\fArial|b0|i0|c204|p34; 16 \fArial|b0|i0|c0|p34;29.45\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;5.370\fArial|b0|i0|c204|p34; 17 \fArial|b0|i0|c0|p34;31.35\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;5.899\fArial|b0|i0|c204|p34; 18 \fArial|b0|i0|c0|p34;33.25\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;6.461\fArial|b0|i0|c204|p34; 19 \fArial|b0|i0|c0|p34;35.15\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;7.056\fArial|b0|i0|c204|p34; 20 \fArial|b0|i0|c0|p34;37.05\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;7.685\fArial|b0|i0|c204|p34; 21 \fArial|b0|i0|c0|p34;38.95\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;8.346\fArial|b0|i0|c204|p34; 22 \fArial|b0|i0|c0|p34;40.85\fArial|b0|i0|c204|p34; \fArial|b0|i0|c0|p34;09.040\fArial|b0|i0|c204|p34; 23 \fArial|b0|i0|c0|p34;42.75\fArial|b0|i0|c204|p34; 0\fArial|b0|i0|c0|p34;9.768\fArial|b0|i0|c204|p34; 24 \fArial|b0|i0|c0|p34;44.65\fArial|b0|i0|c204|p34; \fArial|b0|i0|c0|p34;10.528\fArial|b0|i0|c204|p34; 25 \fArial|b0|i0|c0|p34;46.55\fArial|b0|i0|c204|p34; \fArial|b0|i0|c0|p34;11.322\fArial|b0|i0|c204|p34; --------------------------------------------------------------------------- TOTAL: \fArial|b0|i0|c0|p34;2*121.022 = 242.043 m PLANTA - PERFIL LONGITUDINAL FONCODES PUENTE COLGANTE PEATONAL UCHIPAMPA DISENO : REVISADO POR : ING° Encuentro Tablero - Torre Derecha E: 1/100 PLANO : PROYECTO : TOPOGRAFIA : DPO. : LOCALIDAD : FECHA : OCT.. DEL 2005 UCHIPAMPA - ACONAN ANCASH RECUAY PROVINCIA : LAMINA : PT-02 DISTRITO : ANCASH REGION : ESCALA : RECUAY 1:500 R. Tafur V. \A1;.80 \A1;14.00 \A1;5.00 \A1;3.70 \A1;3.00 \A1;28.22 \A1;LUZ = 145.00 \A1;18.53 \A1;20°50' \A1;14.00 \A1;3.70 \A1;.80 \A1;10.00 \A1;11.31 \A1;21° \A1;3.70 \A1;.80 \A1;Excv. 3.54m \A1;Ubic. Tub. 1.99 m \A1;3.70 \A1;.80 \A1;Excavación 2.95 m \A1;Ubic. Tub. 2.57 m \A1;3.10 \A1;.40 \A1;3.10 \A1;.40 \A1;3.10 \A1;.40 \A1;3.10 \A1;.40 \A1;3.70 \A1;.80 \A1;3.90 \A1;.40 \A1;3.10 \A1;.40 \A1;3.10 \A1;.40 \A1;3.10 \A1;.40 \A1;.40 \A1;1.00 \A1;.40 \A1;1.80 \A1;14.80 \A1;Flecha = 8.00 m \A1;3.70 \A1;.80 \A1;3.10 \A1;.40 \A1;3.10 \A1;.40 \A1;3.10 \A1;.40 \A1;3.10 \A1;.40 \A1;.125 \A1;.40 \A1;.125 \A1;.65 \A1;4.10 \A1;3.50 \A1;3.50 \A1;3.50 \A1;.20 \A1;14.80 \A1;3.70 \A1;3.70 \A1;1.52 \A1;.65 \A1;1.53 \A1;.95 \A1;.40 \A1;1.00 \A1;.40 \A1;.95 \A1;1.15 \A1;1.40 \A1;1.15 \A1;1.85 \A1;1.85 3.5 m 3.5 m 3.5 m 3.5 m 40 cm 40 cm 40 cm 40 cm 4 cm 40 cm 65 cm 4 cm 40 cm 65 cm 4 cm 40 cm 65 cm 4 cm 40 cm 65 cm 3.1 m 3.1 m 3.1 m 3.1 m 0.53 m 0.53 m 0.53 m 0.53 m 4.03 m 4.03 m 4.03 m 3.5 m 1.06 m 0.22 m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 15 6mm c/ 0.25 5 15 6mm c/ 0.25 5 15 6mm c/ 0.25 5 15 6mm c/ 0.25 5 5 5 5 5 5 5 5 Centro 1 Piso 0 Piso 1 Piso 2 Piso 3 Piso 4 14-16mm 14-16mm 14-16mm 14-16mm 5 5 \A1;.40 \A1;.65 \A1;.53 \A1;.53 \A1;.53 \A1;.70 \A1;1.43 \A1;.22 \A1;.05 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.05 \A1;.40 \A1;3.10 \A1;.40 \A1;3.10 \A1;.40 \A1;3.10 \A1;.40 \A1;3.10 \A1;.80 \A1;.40 \A1;.65 \A1;.05 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.05 \A1;.40 \A1;.65 \A1;.05 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.05 \A1;.40 \A1;.65 \A1;.05 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.05 \A1;3.70 \A1;.40 \A1;1.00 \A1;.40 \A1;1.80 0.4 m 0.4 m 1 m 1.4 m 0.98 m 1 2 5 5 5 5 2 #5 2 #5 1 #5 5 15 #3 @ 7 cm \A1;.40 \A1;.40 \A1;.40 \A1;1.00 \A1;.40 \A1;.25 \A1;.25 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;1.00 \A1;.40 \A1;.40 \A1;.25 \A1;.25 (1) 21 #6 @ 17 cm (1) 2 #6 @ 20 cm (2) 21 #6 @ 15 cm (3) 2 #6 @ 20 cm (4) 2 #6 @ 20 cm (5) 21 #6 @ 15 cm (6) 2 #6 @ 20 cm \A1;1.15 \A1;1.40 \A1;1.15 \A1;3.70 \A1;1.85 \A1;1.85 \A1;3.70 \A1;.95 \A1;.40 \A1;1.00 \A1;.40 \A1;.95 \A1;1.53 \A1;.65 \A1;1.52 \A1;.22 \A1;.22 \A1;.22 \A1;.22 \A1;.65 \A1;.70 \A1;.95 \A1;.40 \A1;1.00 \A1;.40 \A1;.95 \A1;3.70 \A1;.80 \A1;0.20 m \A1;0.30 m \A1;.40 \A1;1.2cm \A1;6.8cm \A1;3.9cm \A1;MINIMO 1.218 M \A1;14.1° \A1;5.00 \A1;3.00 \A1;.72 \A1;.31 \A1;1.98 \A1;2.50 \A1;1.50 \A1;2.50 \A1;1.50 \A1;2.21 \A1;4.60 \A1;3.00 \A1;5.00 \A1;.88 \A1;27.0° \A1;.50 \A1;1.35 \A1;.30 \A1;1.35 \A1;.50 \A1;2.50 \A1;2.50 \A1;1.50 \A1;1.50 \A1;3.00 \A1;5.00 \A1;4.00 \A1;28°43' Detalle Cimentación - Torre Derecha E: 1/100 Perfil Longitudinal E: 1/500 Planta E: 1/500 \LESPECIFICACIONES TECNICAS \fArial|b0|i0|c204|p34;__________________________________ ELEMENTO CONCRETO REC. \lTORRES f'c=210 kg/cm2 \fArial|b0|i0|c0|p34;4\fArial|b0|i0|c204|p34; cm ZAPATAS f'c=210 kg/cm2 \fArial|b0|i0|c0|p34;7.\fArial|b0|i0|c204|p34;5 cm CAMARAS DE CONCRETO ANCLAJE CICLOPEO f'c=175 + 30% DE P.M. (FACTOR DE SEGU- RIDAD AL DESLIZA- MIENTO DE \fArial|b0|i0|c0|p34;2.0\fArial|b0|i0|c204|p34;) -------------------------------------------------------------\fArial|b0|i0|c0|p34;------\fArial|b0|i0|c204|p34; \fArial|b0|i0|c0|p34;01 \fArial|b0|i0|c204|p34;CABLE\fArial|b0|i0|c0|p34;S\fArial|b0|i0|c204|p34; DE ACERO TIPO BOA DE 6x19, CON ALMA DE \fArial|b0|i0|c0|p34;FIBRA\fArial|b0|i0|c204|p34;, DE\fArial|b0|i0|c0|p34; D=\fArial|b0|i0|c204|p34;1\fArial|b0|i0|c0|p34;.5\fArial|b0|i0|c204|p34;", DE PESO ESPECIFICO \fArial|b0|i0|c0|p34;6.19\fArial|b0|i0|c204|p34; kg/m Y RESISTENCIA A LA RUPTURA DE \fArial|b0|i0|c0|p34;89.70\fArial|b0|i0|c204|p34; TN, CON FACTOR DE SEGURIDAD DE \fArial|b0|i0|c0|p34;3\fArial|b0|i0|c204|p34;.0.\fArial|b0|i0|c0|p34; \fArial|b0|i0|c204|p34;PARABOLA DE FLECHA \fArial|b0|i0|c0|p34;8.0\fArial|b0|i0|c204|p34; \fArial|b0|i0|c0|p34;m\fArial|b0|i0|c204|p34; \fArial|b0|i0|c0|p34;------------------------------------------------------------------ TUBERIA DE ACERO D=6" SCHEDULE 40, CON DIAMETRO EXTERIOR DE 168.3 mm, ESPESOR DE 7.11 mm Y PESO ESPECIFICO DE 28.26 kg/m. CONTRAFLECHA DE TUBERÍA: 0.737 m \fArial|b0|i0|c204|p34; -------------------------------------------------------------- Detalle cimentación - Torre Izquierda E: 1/100 C. PASCO V. PROYECTO : REVISADO POR : DISEÑO : TOPOGRAFIA : PLANO : PT-01 MEJORAMIENTO Y AMPLIACIÓN DEL SISTEMA DE SANEAMIENTO DPTO. : REGION : PROVINCIA : ANCASH RECUAY ANCASH JULIO 2013 RECUAY SECTOR : FECHA : DISTRITO : LAMINA : ESCALA : BASICO DE LA CIUDAD DE RECUAY, PROVINCIA DE RECUAY - ANCASH TRASVASE TUBERIA AREA PLANTA - PERFIL LONGITUDINAL 1/500 \LESPECIFICACIONES TECNICAS \fArial|b0|i0|c204|p34;__________________________________ ELEMENTO CONCRETO REC. \lTORRES f'c=210 kg/cm2 \fArial|b0|i0|c0|p34;4\fArial|b0|i0|c204|p34; cm ZAPATAS f'c=210 kg/cm2 \fArial|b0|i0|c0|p34;7.\fArial|b0|i0|c204|p34;5 cm C. PASCO V. PROYECTO : REVISADO POR : DISEÑO : TOPOGRAFIA : PLANO : PT-02 MEJORAMIENTO Y AMPLIACIÓN DEL SISTEMA DE SANEAMIENTO DPTO. : REGION : PROVINCIA : ANCASH RECUAY ANCASH JULIO 2013 RECUAY SECTOR : FECHA : DISTRITO : LAMINA : ESCALA : BASICO DE LA CIUDAD DE RECUAY, PROVINCIA DE RECUAY - ANCASH TRASVASE TUBERIA AREA DETALLE TORRES INDICADA \A1;29° CASA CASA CASA CARRETERA A RECUAY CASA CARRETERA CATAC-HUARAZ CASA HUARAZ-LIMA RIO ROJO \H1.333x; R I O S A N T A 14+080 14+100 14+120 14+140 14+160 14+180 14+200 14+220 14+240 14+260 14+280 14+300 14+320 14+340 14+360 14+380 14+400 14+420 14+440 14+460 14+480 14+500 14+520 14+540 14+560 14+580 14+600 14+620 14+640 14+660 14+680 14+700 3415 3415 3420 3420 3420 3420 3420 3425 3425 3430 3430 3435 14+100 14+120 14+140 14+160 14+180 14+200 14+220 14+240 14+260 14+280 14+300 14+320 14+340 14+360 14+380 14+400 14+420 14+000 14+100 14+500 14+600 14+700 14+800 14+900 15+000 15+100 15+200 15+300 15+400 15+500 15+600 15+700 15+800 15+900 16+000 16+014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 14+180.92 Cota de Cimentación: 3,413.11 m.s.n.m. .80 5 5 5 5 5 LUZ = 145.00 5 Nivel medio del río: 3,413.13 m.s.n.m. 5 Long. del cable entre ejes de columna y cámara de anclaje: 30.20 m Cota de Cimentación: 3,415.82 m.s.n.m. Torre derecha Cota de Cimentación: 3,413.11 m.s.n.m. 5 Longi. del cable entre ejes de colum. y cám. de anclaje: 21.12 m Torre izquierda Carretera Recuay - Catac Carretera Ruenos Aires - Recuay C L .80 5 14+363.42 3414 3420 3425 3430 Cota de Cimentación: 3,416.41 m.s.n.m. Torre izquierda Cámara de anclaje izquierda Torre derecha Cámara de anclaje derecha 5 5 14+209.92 Cota de Cimentación: 3,413.11 m.s.n.m. 5 Torre derecha Cota de Cimentación: 3,413.11 m.s.n.m. Torre izquierda 14+371.92 5 .80 Excv. 3.54m Ubic. Tub. 1.99 m 5 .80 Excavación <> m Ubic. Tub. 2.57 m 5 .40 5 .40 5 .40 5 .40 5 .80 5 .40 5 .40 5 .40 5 .40 .40 5 .40 5 5 V-1 V-2 V-2 V-2 TORRE - FRONTAL E: 1/100 02 Cables 1 1/2" Péndola 3/8"@2.0 m Flecha = 8.00 m 5 .80 5 .40 5 .40 5 .40 5 .40 .125 .40 .125 .65 TORRE - PERFIL E: 1/100 \A1;.95 \A1;1.00 \A1;.95 TORRE - PLANTA E: 1/100 5 5 5 5 .20 5 V-1 V-2 V-2 V-2 \A1;1.525 \A1;1.525 5 5 5 .65 5 .95 .40 5 .40 .95 5 5 5 5 5 C-1 C-1 C-1 C-1 COLUMNA 1 DISPOSICION DE FIERRO E: 1/25 Nivel 1 Nivel 2 Nivel 3 Nivel 4 Nivel 1 Nivel 2 Nivel 3 Nivel 4 .40 .65 \A1;4d 5/8" \A1;4d 5/8" \A1;3d 5/8" \A1;3d 5/8" \A1;R=4 cm \A1;1d 1/4" .53 .53 .53 .70 5 .22 .05 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .05 .40 5 .40 5 .40 5 .40 5 .80 \A1;Tot. 15 Est. d 1/4" , 1@.05, R @ .25 .40 .65 \A1;4d 5/8" \A1;4d 5/8" \A1;3d 5/8" \A1;3d 5/8" \A1;R=4 cm \A1;1d 1/4" .05 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .05 \A1;Tot. 15 Est. d 1/4" , 1@.05, R @ .25 .40 .65 \A1;4d 5/8" \A1;4d 5/8" \A1;3d 5/8" \A1;3d 5/8" \A1;R=4 cm \A1;1d 1/4" .05 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .05 \A1;Tot. 15 Est. d 1/4" , 1@.05, R @ .25 .40 .65 \A1;4d 5/8" \A1;4d 5/8" \A1;3d 5/8" \A1;3d 5/8" \A1;R=4 cm \A1;1d 1/4" .05 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .05 \A1;Tot. 15 Est. d 1/4" , 1@.05, R @ .25 5 COLUMNA 1 DISPOSICION DE FIERRO E: 1/25 .40 5 .40 5 .40 .40 \A1;2d 5/8" \A1;R=4 cm \A1;3d 5/8" \A1;Est. 15d 3/8", 1@2 cm, R@ 7cm \A1;2d 5/8" \A1;2d 5/8" \A1;1d 5/8" .40 5 .40 .25 .25 VIGA 1 DISPOSICION DE FIERRO E: 1/25 .40 .40 .40 \A1;2d 5/8" \A1;R=4 cm \A1;Est. 15d 3/8", 1@2 cm, R@ 7cm \A1;2d 5/8" \A1;2d 5/8" .40 5 .40 .25 .25 VIGA 2 DISPOSICION DE FIERRO E: 1/25 .40 \A1;2d 5/8" \A1;(1) Inf. 25 d 3/4" @ .15 \A1;(2) Inf. 25 d 3/4" @ .15 \A1;(3) Sup. 25 d 3/4" @ .15 5 5 5 5 ZAPATA PLANTA DISPOSICION DE FIERRO E: 1/25 5 5 5 A A .95 .40 5 .40 .95 5 .65 5 \A1;(1) Inf. 25 d 3/4" @ .15 .22 .22 .22 .22 .65 .70 \A1;(2) Inf. 25 d 3/4" @ .15 \A1;(3) Sup. 25 d 3/4" @ .15 .95 .40 5 .40 .95 5 .80 ZAPATA CORTE A-A DISPOSICION DE FIERRO E: 1/25 CARROS DE DILATACION E: 1/10 0.20 m \A1;Radio de 0.69 m \A1;Ranura de 3.9cm \A1;3 rodillos de 4" \A1;Tope de 1/2" \A1;Plancha de 1" 0.30 m .40 \A1;Carro de dilat. \A1;Carro de dilat. 1.2cm 6.8cm 3.9cm \A1;Anclajes de d 1/2" x 0.30 m Posición correcta de las grampas DETALLE DE AMARRES E: 1/20 TODOS LOS ACCESORIOS: GRAMPAS, TEMPLADORES Y GUARDACABOS DEBEN SER DE LA MARCA CROSBY ORIGINALES \A1;TEMPLADOR DE 1 1/4" \A1;GUARDACABOS \A1;TUBERIA DE FIERRO NEGRO MINIMO 1.218 M RIEL DE 50 LBS. MINIMO 6 GRAPAS DE 1 1/8" (VER ESPECIFICACIONES DEL FABRICANTE) 7 SEGMENTOS DE 0.174 M Solado e=10 cm CORTE 1-1 CAMARA DE ANCLAJE DERECHA E : 1/50 Orificio de 0.30x0.30 \A1; Riel de 50 lbs 5 Hacia la torre 2 d 1 1/8" 5 5 Solado e=10 cm Orificio de 0.30x0.30 .72 .31 5 5 5 5 5 Riel de 50 lbs 5 5 5 5 CORTE 1-1 CAMARA DE ANCLAJE IZQUIERDA E : 1/50 .88 \LDETALLE AMARRE CAMARA DE ANCLAJE DERECHA \LDETALLE AMARRE CAMARA DE ANCLAJE IZQUIERDA 5 Hacia la torre 2 d 1 1/8" CAMARA DE ANCLAJE PLANTA E : 1/50 Hacia la torre 2 d 1 1/8" .50 5 .30 5 .50 5 5 5 5 5 5 5 1 Riel de 50 lbs 5 35 36 1.536 2.045 2.040 2.040 2.035 2.033 2.033 2.031 2.029 2.027 2.023 2.023 2.021 2.020 2.018 2.016 2.015 2.013 2.012 2.011 2.009 2.008 2.007 2.006 2.005 2.004 2.004 2.003 2.002 2.002 2.001 2.001 2.001 2.000 2.000 2.000 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 02 Cables 1 1/2" Péndola 3/8"@2.0 m 35 36 1.536 2.045 2.040 2.040 2.035 2.033 2.033 2.031 2.029 2.027 2.023 2.023 2.021 2.020 2.018 2.016 2.015 2.013 2.012 2.011 2.009 2.008 2.007 2.006 2.005 2.004 2.004 2.003 2.002 2.002 2.001 2.001 2.001 2.000 2.000 2.000 36 35 5 35 36 C. PASCO V. PROYECTO : REVISADO POR : DISEÑO : TOPOGRAFIA : PLANO : PT-03 MEJORAMIENTO Y AMPLIACIÓN DEL SISTEMA DE SANEAMIENTO DPTO. : REGION : PROVINCIA : ANCASH RECUAY ANCASH JULIO 2013 RECUAY SECTOR : FECHA : DISTRITO : LAMINA : ESCALA : BASICO DE LA CIUDAD DE RECUAY, PROVINCIA DE RECUAY - ANCASH TRASVASE TUBERIA AREA DETALLE CAMARA DE ANCLAJE INDICADA \LESPECIFICACIONES TECNICAS \fArial|b0|i0|c204|p34;\l CAMARAS DE CONCRETO ANCLAJE \fArial|b0|i0|c0|p34;:\fArial|b0|i0|c204|p34; CICLOPEO f'c=175 kg/cm2 + 30% DE P.M. --------------------------------------------------------------

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features	Deck / Patio, Car Parking Lot
Tags	autocad, axonometric, DETAIL, details, dimensions, DWG, einrichtungen, facilities, gas, gesundheit, hanging, l'approvisionnement en eau, la sant, le gaz, light, machine room, maquinas, maschinenrauminstallations, mm, mts, pipe, provision, transfer, wasser bestimmung, water

DWG_Blocks

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