Bridge Of Zarzo DWG Detail for AutoCAD

Details and elevations of Zarzo bridge

Drawing labels, details, and other text information extracted from the CAD file:

name, pbase, pvgrid, pegct, pfgct, pegc, pegl, pegr, pfgc, pgrid, pgridt, right, peglt, pegrt, pdgl, pdgr, xfg, xeg, xfgt, xegt, xgrid, xgridt, wall, windows, glazing, hardware, doors, construct, roof, floor, trim, unitimperial, casa de concreto, deposito, drenaje, cerca de ciclon, carretera de asfalto, tanque gas, perrera, estanque, tanque septico, escalas:, convenciones, estacion de combustible, estacion de combustible la pintada, fecha:, proyecto:, escala:, indicadas, contiene :, hoja:, ptq, diseño :, r.m., dibujo :, a.c., calculo :, revision :, j.g., ubicacion regional y general, cto, observacion, proteccion, pol, amp, barras, totales, barra a :, barra b:, barra c:, total de amperios, factor de demanda, carga demandada, total:, corriente demandad, total de salidas de carga, t-f, cuna de acero, n.p.t., large capacity, lpg, divisor, rotatorio, work, tamizador, chancadora, vehicular, rampa, horno electrico, mixer, work station, bench, weigh, fire assay area, preparacion, de muestras, filtros de, presion, pulverizador, piso cemento pulido, station, sample, trolley, preparacion de, recepcion, sala multiuso, digest, cianuro, balanzas, aa lab, chemicals, lab, store, oficina, estante, hot plates, micro balanza, misc plant, laboratorio, lav. material, miscelaneos, hot plate, exclusa, hall de ingreso, seguridad, area de ampliacion, muestras de cobre, a-a, left, boulevard, boulevard-pegct, boulevard-pvgrid, boulevard-pfgct, boulevard-pegc, boulevard-pegl, boulevard-pegr, boulevard-pfgc, boulevard-pgrid, boulevard-pgridt, boulevard-peglt, boulevard-pegrt, boulevard-pdgl, boulevard-pdgr, unitmeter, grapa, platina, soldadura, n. s. n., piso de plancha, relleno compacto, puente, puente colgante, m.n., planta y detalles

Raw text data extracted from CAD file:

NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR NAME 0.00 XFG XEG XFGT XEGT XGRID XGRIDT 2 1 0.0 0.0 0.0 0.00 0.0 1 1 3.93701 10 WALL WINDOWS GLAZING Hardware DOORS CONSTRUCT ROOF FLOOR TRIM unitimperial 48 60 1 .10 .10 .10 1.00 .10 casa de concreto deposito drenaje drenaje drenaje drenaje cerca de ciclon cerca de ciclon carretera de asfalto tanque gas perrera estanque tanque septico 98.90 98.90 98.90 98.90 98.90 98.90 98.90 99.00 99.00 99.00 99.00 99.00 99.00 99.00 99.00 99.00 99.00 99.00 99.00 99.00 99.00 99.00 99.00 99.00 99.00 99.00 99.10 99.10 99.10 99.10 99.10 99.10 99.10 99.20 99.20 99.20 99.20 99.20 99.20 99.20 99.20 99.30 99.30 99.30 99.30 99.30 99.30 99.30 99.30 99.30 99.30 99.30 99.40 99.40 99.40 99.40 99.40 99.40 99.40 99.40 99.40 99.40 99.40 99.40 99.40 99.40 99.50 99.50 99.50 99.50 99.50 99.50 99.50 99.50 99.50 99.50 99.50 99.50 99.50 99.50 99.50 99.50 99.50 99.50 99.50 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.60 99.70 99.70 99.70 99.70 99.70 99.70 99.70 99.70 99.70 99.70 99.70 99.70 99.70 99.70 99.70 99.70 99.70 99.70 99.70 99.70 99.70 99.70 99.70 99.70 99.70 99.80 99.80 99.80 99.80 99.80 99.80 99.80 99.80 99.80 99.80 99.80 99.80 99.80 99.80 99.80 99.80 99.80 99.80 99.80 99.80 99.80 99.80 99.80 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 99.90 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.10 100.10 100.10 100.10 100.10 100.10 100.10 100.10 100.10 100.10 100.10 100.10 100.10 100.10 100.10 100.10 100.10 100.10 100.10 100.10 100.10 100.10 100.20 100.20 100.20 100.20 100.20 100.20 100.20 100.20 100.20 100.20 100.20 100.20 100.20 100.20 100.20 100.20 100.20 100.20 100.20 100.30 100.30 100.30 100.30 100.30 100.30 100.30 100.30 100.30 100.30 100.30 100.30 100.30 100.40 100.40 100.40 100.40 100.40 100.40 100.40 100.40 100.40 100.50 100.60 100.70 100.80 100.90 101.00 \A1;s \A1;T-A \A1;1 \A1;s \A1;s \A1;s \A1;s \A1;H \A1;H \A1;H \A1;H \A1;H \A1;M \A1;M \A1;s \A1;s \A1;s \A1;s \A1;H \A1;H \A1;H \A1;H \A1;s \A1;T-A \A1;1 \A1;T-A \A1;2 \A1;H \A1;H \A1;s \A1;M \A1;T-A \A1;6 \A1;s \A1;T-A \A1;5 \A1;T-A \A1;4 \A1;T-A \A1;12 \A1;s \A1;s \A1;T-A \A1;9-11 \A1;s \A1;s \A1;T-A \A1;8-10 \A1;P.A.I. \A1;s \A1;M \A1;H \A1;s \A1;H \A1;s \A1;H \A1;s \A1;H \A1;s \A1;H \A1;T-A \A1;21 \A1;T-A \A1;16 \A1;T-A \A1;17 \A1;s \A1;s \A1;s \A1;T-A \A1;13 \A1;T-A \A1;15 \A1;T-A \A1;15 \A1;s \A1;T-A \A1;20 \A1;T-A \A1;7 \A1;H \A1;H \A1;H \A1;H \A1;M \A1;s \A1;s \A1;s \A1;110 V \A1;220 V \A1;s \A1;s \A1;s \A1;s \A1;s \A1;s \A1;4C#6 1C8D 11/4\H1.3333x;”dP.V.C. \A1;4C#1/10 1C8D 11/4\H1.3333x;”dP.V.C. \A1;4C#6 1C8D 11/4\H1.3333x;”dP.V.C. S \A1;TUBERIA DE 4\H1x;” CAL # 26 Escalas: CONVENCIONES ESTACION DE COMBUSTIBLE ESTACION DE COMBUSTIBLE LA PINTADA 3 DE JULIO 2007 FECHA: PROYECTO: ESCALA: INDICADAS CONTIENE : HOJA: 1 DE 7 PTQ DISEÑO : R.M. DIBUJO : A.C. CALCULO : REVISION : J.G. UBICACION REGIONAL Y GENERAL \A1;INTERRUPTOR 3 VIAS \A1;s \A1;3 B cto Nº OBSERVACION PROTECCION POL AMP Nº cto VOLTS*AMPERIOS A B C BARRAS A B C VOLTS*AMPERIOS A B C Nº cto cto PROTECCION AMP POL OBSERVACION TOTALES TOTALES BARRA A : BARRA B: BARRA C: TOTAL DE AMPERIOS FACTOR DE DEMANDA CARGA DEMANDADA TOTAL: CORRIENTE DEMANDAD TOTAL DE SALIDAS DE CARGA TOTAL INT. 1 VIA 1SW TOTAL INT. 3 VIAS 3 SW 14 1 3 A/A 1 S 3 1 SCALE: 1/8″=1′-0″ S/E \LSIMBOLOGIA H T-F 7-9-11 CUNA DE ACERO 3C # 6 1C#8D d 1/4″ P.V.C. N.P.T. ±0.00 CARP. DE MADERA (CONTRAPLACADA) \A1; \A1; \U+2205.50 \U+2205.50 \U+2205.50 1.00 1.00 5.00 .15 4.00 .15 4.10 .15 4.00 12.15 .15 2.85 .15 33.00 .15 .15 .15 2.00 .15 2.00 .15 .15 21.95 .15 .15 4.00 .15 6.30 .15 1.80 .15 12.28 2.72 .15 33.00 .15 .15 4.30 .15 2.00 .15 8.60 .15 21.95 4.00 3.00 2.20 2.00 1.80 2.00 1.60 1.80 .90 \U+2205.50 1.50 .90 1.00 .90 .80 1.80 1.80 1.30 1.20 1.20 1.00 1.20 1.20 1.30 .30 .90 1.20 .90 1.50 .60 1.80 .60 1.50 .60 1.80 .50 1.30 .75 .75 .75 .90 .90 1.20 .90 1.20 1.20 1.00 1.20 1.20 1.30 1.80 1.80 .80 .90 LARGE CAPACITY LPG (3.85 M2) (KITCHENETTE DIVISOR ROTATORIO WORK TAMIZADOR CHANCADORA ROTATORIO DIVISOR CHANCADORA VEHICULAR RAMPA HORNO ELECTRICO MIXER RACK 1 WORK STATION RACK 2 BENCH WEIGH 5 (ENSAYO AL FUEGO) FIRE ASSAY AREA (103.20 M2) (7.27 M2) (45.50 M2) PREPARACION DE MUESTRAS RAMPA VEHICULAR FILTROS DE PRESION WORK STATION 5 PULVERIZADOR 5 5 5 5 ±0.00 PISO CEMENTO PULIDO (11.20 M2) 5 5 5 5 5 PULVERIZADOR MESA 1 5 1.799999999999955 5 5 1.200000000000045 1.0 1.200000000000045 1.200000000000045 1.0 TAMIZADOR 5 0.3000000000001819 5 1.199999999999591 0.900000000000091 MESA 2 HORNO ELECTRICO 5 0.6000000000001364 1.799999999999955 0.599999999999909 1.5 0.6000000000001364 1.799999999999955 WORK STATION STATION STATION WORK WORK STATION 5 5 5 5 5 5 Sample Trolley Trolley Sample MESA 2 0.900000000000091 1.199999999999591 5 TAMIZADOR 1.0 1.200000000000045 1.200000000000045 1.0 1.200000000000045 5 5 1.799999999999955 5 MESA 1 PULVERIZADOR 5 (29.00 M2) PULVERIZADOR 5 WORK STATION PREPARACION DE RECEPCION (19.60 M2) CHANCADORA DIVISOR ROTATORIO CHANCADORA TAMIZADOR ROTATORIO DIVISOR LPG LARGE CAPACITY ±0.00 (REUNIONES, OTROS) SALA MULTIUSO DIGEST CIANURO BALANZAS AA LAB CHEMICALS LAB (ABSORCION ATOMICA) (18.70 M2) (18.45 M2) (43.00 M2) STORE (20.00 M2) (15.70 M2) (28.05 M2) (37.12 M2) OFICINA ESTANTE HOT PLATES MICRO BALANZA (10.17 M2) MISC PLANT LABORATORIO LAV. MATERIAL (18.00 M2) MISCELANEOS HOT PLATE ESTANTE ESTANTE ESTANTE ESTANTE ESTANTE ESTANTE ESTANTE EXCLUSA RECEPCION HALL DE INGRESO RAMPA VEHICULAR (18.38 M2) (5.70 M2) SEGURIDAD AREA DE AMPLIACION AREA DE AMPLIACION 5 0.1500000000000909 3.999999999999886 0.1500000000002046 4.100000000000136 0.1500000000000909 4.0 12.15000000000259 0.149999999998613 2.850000000003433 0.1499999999978172 5 5 5 0.1500000000000909 2.0 0.1499999999989541 2.000000000000682 0.1500000000003183 0.1500000000010004 5 5 0.1500000000000909 4.0 0.1500000000000909 6.300000000006094 0.1499999999936108 1.800000000000409 0.1499999999997499 12.27453830184595 2.725461698155414 0.1500000000000909 5 5 0.1500000000000909 4.29999999998995 0.149999999998272 2.000000000000227 0.1500000000000909 8.600000000005139 0.149999999998272 5 MUESTRAS DE COBRE (45.37 M2) 5 5 5 5.30 .15 5.30 2.20 .10 4.00 5 5 5 5 A-A A-01 A-01 A-A A-A A-01 A-01 A-A \A2;.07 \A2;.61 \A2;.07 \A2;,75 \A2;.07 \A2;.61 \A2;.07 \A2;,75 \A1;.40 \A1;.065 \A1;.32 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XGRIDT 3 2 40.000000 40.000000 19.000000 47.000000 0.000000 cauce-01 cambio 40.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 18.000000 47.000000 0.000000 cauce-01 cambio 50.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 11.000000 47.000000 0.000000 cauce-01 cambio 60.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 8.000000 46.000000 0.000000 cauce-01 cambio 70.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 11.000000 44.000000 0.000000 cauce-01 cambio 80.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 11.000000 45.000000 0.000000 cauce-01 cambio 90.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 15.000000 46.000000 0.000000 cauce-01 cambio 100.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 15.000000 46.000000 0.000000 cauce-01 cambio 110.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 15.000000 45.000000 0.000000 cauce-01 cambio 120.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 15.000000 45.000000 0.000000 cauce-01 cambio 130.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 16.000000 43.000000 0.000000 cauce-01 cambio 140.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 17.000000 42.000000 0.000000 cauce-01 cambio 150.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 17.000000 41.000000 0.000000 cauce-01 cambio 150.063681 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 17.000000 41.000000 0.000000 cauce-02 0.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 11.000000 58.000000 0.000000 cauce-02 10.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 12.000000 57.000000 0.000000 cauce-02 20.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 12.000000 57.000000 0.000000 cauce-02 30.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 14.000000 55.000000 0.000000 cauce-02 40.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 14.000000 54.000000 0.000000 cauce-02 50.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 12.000000 54.000000 0.000000 cauce-02 60.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 10.000000 53.000000 0.000000 cauce-02 70.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 9.000000 52.000000 0.000000 cauce-02 80.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 8.000000 51.000000 0.000000 cauce-02 90.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 7.000000 50.000000 0.000000 cauce-02 100.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 8.000000 49.000000 0.000000 cauce-02 110.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 9.000000 47.000000 0.000000 cauce-02 120.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 10.000000 46.000000 0.000000 cauce-02 130.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 11.000000 45.000000 0.000000 cauce-02 140.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 11.000000 45.000000 0.000000 cauce-02 150.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 12.000000 44.000000 0.000000 cauce-02 160.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 11.000000 44.000000 0.000000 cauce-02 170.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 10.000000 44.000000 0.000000 cauce-02 180.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 13.000000 41.000000 0.000000 cauce-02 190.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 14.000000 40.000000 0.000000 cauce-02 200.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 13.000000 37.000000 0.000000 cauce-02 210.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 15.000000 37.000000 0.000000 cauce-02 211.906055 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 14.000000 37.000000 0.000000 boulevard BOULEVARD-PEGCT BOULEVARD-PVGRID BOULEVARD-PEGCT boulevard-PFGCT BOULEVARD-PEGC boulevard-PEGL boulevard-PEGR boulevard-PFGC BOULEVARD-PGRID BOULEVARD-PGRIDT 3 3 5.000000000000000 5.000000000000000 5.000000000000000 12840.35940627004 -4630.455199548820 35.00000000000000 0.000000000000000 1303.008714569097 LEFT boulevard-PEGLT boulevard-PEGRT boulevard-PDGL boulevard-PDGR B-20M-02 B-20M-02-PEGCT B-20M-02-PVGRID B-20M-02-PEGCT B-20M-02-PFGCT B-20M-02-PEGC B-20M-02-PEGL B-20M-02-PEGR B-20M-02-PFGC B-20M-02-PGRID B-20M-02-PGRIDT 3 3 5.000000000000000 5.000000000000000 5.000000000000000 14732.80869217157 3739.449636473350 50.00000000000000 0.000000000000000 252.7545755690976 LEFT B-20M-02-PEGLT B-20M-02-PEGRT B-20M-02-PDGL B-20M-02-PDGR B-20M-01 B-20M-01-PEGCT B-20M-01-PVGRID B-20M-01-PEGCT B-20M-01-PFGCT B-20M-01-PEGC B-20M-01-PEGL B-20M-01-PEGR B-20M-01-PFGC B-20M-01-PGRID B-20M-01-PGRIDT 3 3 5.000000000000000 5.000000000000000 5.000000000000000 14732.68911790354 4495.148429717985 35.00000000000000 0.000000000000000 795.0903065911347 LEFT B-20M-01-PEGLT B-20M-01-PEGRT B-20M-01-PDGL B-20M-01-PDGR M-15M-01 M-15M-01-PEGCT M-15M-01-PVGRID M-15M-01-PEGCT M-15M-01-PFGCT M-15M-01-PEGC M-15M-01-PEGL M-15M-01-PEGR M-15M-01-PFGC M-15M-01-PGRID M-15M-01-PGRIDT 3 3 5.000000000000000 5.000000000000000 5.000000000000000 14726.97333428931 2866.833740359790 40.00000000000000 0.000000000000000 505.9694821712775 LEFT M-15M-01-PEGLT M-15M-01-PEGRT M-15M-01-PDGL M-15M-01-PDGR 1 0.0254 0.1000 10 WALL WINDOWS GLAZING Hardware DOORS CONSTRUCT ROOF FLOOR TRIM unitmeter 50.0000 507.0000 1 5 5 5 5 5 \A1;C-5 \A2; \A2; \A2; \A2; .07 .61 .07 5 .07 .61 .07 5 12 BARRAS DE ACERO #8 ESTRIBOS DE ACERO # 4d SEP. @ .15 C.A.C. 5 .065 .32 .065 5 5 .065 .32 .065 5 ESTRIBOS DE ACERO# 4 @ .15 SEP. C.A.C. GRAPA CABLE DE 1″d 0.075 0.075 0.075 0.075 B H 5 8″ 3 1/2″ 3/4″ 1/2″ 3/4″ \A1; BUTE DE TUBO DE \H0.7x;\S1/4;\H1.4286x;” \A1;PLATINAS PARA ESCALERAS 8″ 1 1/2″ 1/2″ 7″ 1/2″ \A1;PLATINAS DE 2″ \A1;PLATINAS DE \S3/4;\H1.4286x;” \A1;PIN DE 1″X6″ \A1;ARANDELAS DE PLATINA DE \S1/8;\H1.4286x;” 8″ 1 1/2″ 1 1/2″ 1″ 3/4″ GRAPA CABLE DE 1″d PLATINA PENDOLA DE ACERO LISO # 4 SOLDADURA \A1;PENDOLA DE 1\H1x;”d \A1;TUBO GALV. DE 1 \S1/2;\H1.4286x;” d X2″ SOLD. A PENDOLA \A1;MALLA DE ALAMBRE DE CICLON \A1;CABLE DE 1″d 8″ \A1;TUBO GALV. DE 1 \S1/2;\H1.4286x;” d X2″ SOLD. A PENDOLA \A1;MALLA DE ALAMBRE DE CICLON 8 BARRAS DE ACERO # 6 6 BARRAS DE ACERO # 6 ESTRIBOS DE ACERO # 4 @ .15 SEP. C.A.C. 5 5 BARRAS# 5 @ 0.20 SEP. C.A.C BARRAS# 5 SUPERIORES @ 0.40 SEP. C.A.C BARRAS# 5 INFERIORES @ 0.20 SEP. C.A.C X X 5 1.40 1.40 5 2.00 2.00 5 C BARRAS# 5 @ 0.20 SEP. C.A.C BARRAS # 5 @ .20 SEP. C.A.C. 5 N. S. N. N. S. N. # 3 CAPAS 5 1.30 .45 5 A A 5 5 5 5 5 5 5 BARRAS# 5 @ .40 SEP. C.A.C. .10 1.60 .10 B C BARRAS# 5 @ 0.20 SEP. C.A.C BARRAS # 5 @ .20 SEP. C.A.C. 5 5 5 5 5 5 5 5 5 PISO DE PLANCHA \A1;PLATINA DE \S3/8;\H1.4286x;” \A1;CHANNEL 2X4″ \A1;DOBLE CHANNEL 2X4″ \A1;CHANNEL 2X4″ 5 5 5 5 5 \A1;COLUMNA DE HORMIGON 5 5 5 5 1.60 \A1;CABLE 1″d \A1;CABLE 1″d \A1;PASO PARA LOS PEATONES \A1;BARANDA DE MALLA DE CICLON \A1;LAMINA CORR. \S3/16;\H1.4286x;” ESP. \A1;CHANEL 2X4″ \A1;PENDOLAS \S5/8;\H1.4286x;”d \A1;PLATINA DE \S3/8;\H1.4286x;” DE ESPESOR \A1;SOLDADURA \A1;SOLDADURA \A1;VIGA DE CONCRETO \A1;COLUMNA DE HORMIGON \A1;PLATINA DE \S3/8;\H1.4286x;” DE ESPESOR \A1;PENDOLA DE 1\H1x;”d \A1;CABLE DE 1″d \A1;PENDOLA DE 1″d \A1;CABLE DE 1″d \A1;MALLA DE ALAMBRE DE CICLON 5 5 RELLENO COMPACTO N. S. N. RELLENO COMPACTO NOTA: CONCRETO DE 3000 #/ ” 10 BARRAS DE ACERO # 6 ESTRIBOS DE ACERO# 4 @ .15 SEP. C.A.C. 5 5 BARRAS # 5 @ .40 SEP. C.A.C. 2.35 1.60 .30 .25 \A1;BASE DE CONCRETO NOTA: CONCRETO DE 3000 #/ ” 5 \A1;3 GRAPAS DE 1″d \A1;TORNILLO 1″d \A1;CHANNEL 2X4″ \A1;TORNILLO 1″d \A1;CHANNEL 2X4″ 5 \A1;TORNILLO 1″d \A1;TORNILLO 1″d \A1;TORNILLO 1″d \A1; CONCRETO C \A1;CHANNEL 2X4″ \A1;N. DE SUELO NAT. \A1;N. DE SUELO NAT. .30 5 5 \A1;TORNILLO 1″d \A1;NIVEL SUPERIOR DE AGUA \A1;S. NATURAL \A1;S. NATURAL \A1;S. NATURAL 1.20 5 5 \A1;BARANDA DE MALLA DE CICLON ALTURA DE MALLA 4 PIES \A1;CABLE 1″d \A1;TENSOR \A1;TORRE \A1;RAMPA \A1;TORRE \A1;TENSOR \A1;RAMPA \A1;DOBLE CHANNEL DE 2X4″ \A1;BARRA LISA1/2″d SEP. @ + – 1.50 C.A.C. \A1;MALLA DE CICLON \A1;S. NATURAL \A1;S. NATURAL \A1;MUERTO \A1;MUERTO \A1;DOBLE CHANNEL DE 2X4″ \A1;DOBLE CHANNEL DE 2X4″d \A1;CABLE 1″d 5 \A1;BARRA LISA1/2″d SEP. @ + – 1.50 C.A.C. 5 \A1;LAMINA CORR. \S3/16;\H1.4286x;” ESP. \A1;LAMINA CORR. \S3/16;\H1.4286x;” ESP. 5 4.45 5 5 5 \A1;CONCRETO CICLOPEO \A1;CONCRETO CICLOPEO \A1;S. NATURAL PISO DE PLANCHA \A1;MALLA DE CICLON \A1;DOBLE CHANNEL DE 2X4″ SEP @ + – 1.50 C.A.C. \A1;DOBLE CHANNEL DE 2X4″ SEP. @ + – 1.5 C.A.C. \A1;RAMPA \A1;RAMPA \A1;LAMINA CORR. \S3/16;\H1.4286x;” ESP. \A1;BARRA LISA1/2″d SEP. @ + – 1.50 C.A.C. \A1;TENSOR \A1;TENSOR \A1;S. NATURAL \A1;S. NATURAL \A1;S. NATURAL \A1;S. NATURAL \A1;MUERTO \A1;MUERTO \A1;TORRE \A1;TORRE \A1;BARRA LISA1/2″d SEP. @ + – 1.50 C.A.C. 4.50 3.10 5 5 46.00 \A1;LAMINA CORR. \S3/16;\H1.4286x;” ESP. \A1; CHANNEL DE 2X4″ \A1; CHANNEL DE 2X4″ \A1;CABLE 1″d \A1;CABLE 1″d \A1;CABLE 1″d \A1;CABLE 1″d \A1;CABLE 1″d \A1;CABLE 1″d \A1;MALLA DE CICLON \A1;MALLA DE CICLON 2.35 2.35 5 5 Escalas: CONVENCIONES PUENTE PUENTE COLGANTE 19 DE NOVIEMBRE 2007 FECHA: PROYECTO: ESCALA: INDICADAS CONTIENE : HOJA: PTQ DISEÑO : M.N. DIBUJO : A.C. CALCULO : REVISION : J.G. PLANTA Y DETALLES 1/1 \W6.39861; \LELEVACION FRONTAL DE TORREFRONTAL DE TORRE \W9.62472; \LESC 1:251:25 \W7.61651; \LSECCION X-XX-X \W9.62472; \LESC 1:251:25 \W8.37527; \fArial|b1|i0|c0|p34;\LSECCION DE COL’S \W9.63342; \LESC 1:101:10 \W8.40271; A \W7.52598; \fArial|b1|i0|c0|p34;\LDET. DE VIGA \W9.63342; \LESC 1:101:10 \W8.38596; B \W7.52598; \fArial|b1|i0|c0|p34;\LDET. DE VIGA \W9.63342; \LESC 1:101:10 \W8.40271; C \W9.02347; \LPLANTA DE PISODE PISO \W9.63342; \LESC 1:201:20 \W8.74555; \LSECCION DE PISODE PISO \W9.63342; \LESC 1:201:20 \W7.84821; \LDETALLES DE SILLINDE SILLIN \W9.35079; \LELEV. LATERALLATERAL \W8.70003; \LS/E \W9.29495; \LVISTA FRONTALFRONTAL \W8.70003; \LS/E \W8.70091; \LPLANTA \W8.70003; \LS/E \W8.36368; \LPLANTA DE TORREDE TORRE \W9.62472; \LESC 1:251:25 \W7.40362; \LPARRILLA DE ZAPATADE ZAPATA \W9.62472; \LESC 1:251:25 \W7.85809; \LPLANTA DE MUERTODE MUERTO \W9.62472; \LESC 1:251:25 \W7.06857; \LVISTA LAT. DE MUERTOLAT. DE MUERTO \W9.62472; \LESC 1:251:25 \W8.56900; \LDET. DE PENDOLADE PENDOLA \W8.70003; \LS/E