Emergency Exit Ramp Pedestrian DWG Block for AutoCAD

PEDESTRIAN RAMP EMERGENCY EXIT; CONCRETE BASED STRUCTURE SUPPORTS TYPE BRIDGE WITH THREE beams

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

bls, note: all the aggregates must meet requirements of maximum permissible content of impurities, for which, certificates of control, dosage of concrete per cubic meter, elevation, steel, slab, coating, technical specifications, cement, must be presented. water, coarse sand, formwork, screed, slump, quality aggregates., railing, superstructure steel, noral, elongation, resist. tensile, yield strength, welding, anticorrosive paint, against arrow, enamel paint, width of, substructure left side, substructure right side, technical specifications, placement of drainage tubes on the screen and buttress of the structure, structures, m . ricalde t., indicated, a.v.p., u b i c a c i o n:, design:, plan:, project:, scale:, drawing:, date:, place, district, province, region, carapo, huancasancos, catarata, ayacucho, mipar, m. ricalde torres, socio-economic development support program, and de-centralization in the ayacucho and huancavelica regions, sheet:, right abutment, abutment and fin detail in plan, front screen view, rear screen view, buttress steel detail of stirrup, steel detail in buttress spine, steel detail in stirrup, steel detail in parapet, support beam in trunk, steel detail in trunk, structural detail of trunk, concrete slab, asphalt, cross section, detail iron, metal sheet, base metal sheet dimensions, plate goes to the edge of the path, eccentric hole and, right fixed support, left mobile support, neoprene, longitudinal section of the beam, continuous, beam axis, datum elev, existing axis, n.agua rio, n. right margin, n. left bank, river fund, longitudinal profile, sections, plant, to cabin, to sondondo, inade, jlqm, vaav, topography:, autocad:, revision:, road construction cabana – sondondo – chipao, special project south central sierra, plane:, lucanas, province, district, annex, region, location :, top. bridge, project:, pte, rio, zapata, screen, parapet steel detail, a ”, long. variable according to height, long. variable, front view, sidewalk, abutment, fin, parapet, buttresses, crown of fin, box, pressure adjustment only on runners, connectors – welded studs, distributed as follows, intermediate winches, front view of the buttress spine, axle bridge, central plan view main beam, connectors, supporters, support and intermediate diaphragm, effective light, total length of beam, detail of steel in upper slab, detail of steel in lower slab, name, beam diaphragm, beam diaphragm support , beam support diaphragm, see detail to, right trunk, beam, diaphragm, support, support, upper wing, lower wing, effective light, stiffeners, diaphragms, bridge light, support diaphragms, intermediate diaphragms, welded stud connectors , beam upper wing, spreader, main beam core, steel diaphragm, metal steel beam, metal beam detail in light center, metal beam detail in intermediate, upper wing, a lma, intermediate diaphragms, bridge length, cutting connectors, lower wing, main beam elevation, main beam, diaphragm beam, note: the main beams will have a counterflex, metal girder detail, angasmayo vehicular bridge construction, work:, ccd, pilchaca, huancavelica, angasmayo, district municipality of pilchaca, superstructure of the bridge angasmayo, false shoe, false shoe, level of razante, false, general contractors, flooring, asphalt folder, drainage pipe, long axis. of the bridge, long axis. of the bridge, axis, beam slab, metal beam, see detail, spiral detail, beam slab cº, metal beam, detail rr, light of the bridge, cut a – a, tapajunta, name, stringers, transverse bars, filling, river pampas, metal beam, beam slab cºaº, axis-to-axis dimensioning, side-to-side dimensioning, in stirrup, mobile support with neoprene, central diaphragm beam, buttress, calicata, nm, name, asfaltic folder, main slab of cºaº , mobile support, with intermediate steel plate, concrete beam, with nut, fixed support, rock excavation, fixed rock terrain, underwater excavation, excavation in normal condition, fin screen, stirrup screen, with metal plate, support mobile, river bed level, trunk base, anchorage case, race, by, spiritv, npt, ing. yvan laura vargas, dimensions:, centimeters, key :, content :, location :, north, reference :, levels :, meters, scale :, date :, project :, structural, address :, plant, administrative secretary., schematic section :, date :, observations :, name, revisions :, definitive delivery :, this plan replaces the previous ones, no dimensions should be taken at the scale of this plane, the dimensions indicated in the extension area will be verified on site

Raw text data extracted from CAD file:

M E= CEMENTO-HORMIGON (1:10) 0,20 cm kg/cm2 kg/cm2 cm 19,0 BLS M3 M3 M3 3" a 4" Nota: Todos lo agregados deben cumplir requisitos de contenido maximo permisible de impurezas, para la cual deberan presentarse los certificados de control de DISEÑO DE MEZCLA: F'c=210 kg/Cm2. DOSIFICACION DEL CONCRETO POR METRO CUBICO 5.0 4200 fy= f'c= 210 4.0 ELEVACIÓN CONCRETO (losa y Vereda) ACERO LOSA RECUBRIMIENTO ESPECIFICACIONES TECNICAS E= 0,65 0,18 0,65 CEMENTO AGUA ARENA GRUESA ENCOFRADO TRIPLAY LUPUNA (3 USOS) PIEDRA CHANCADA 3/4" 9,50 SOLADO SLUMP calidad de los agregados. MM BARANDA F°G°. E - 70 ACERO DE SUPERESTRUCTURA 4080 - 5610 Kg/Cm2. 20% ( Min.) 2530 Kg/Cm2. NORAL ALARGAMIENTO RESIST. A LA TRACCIÓN LÍMITE DE FLUENCIA ASTM - A36 SOLDADURA 3 Mils. 15cm. 4 Mils. PINTURA ANTICORROSIVA CONTRA FLECHA PINTURA ESMALTE - - - - Ancho de - - Capacidad Portante : 27.00 Kg/cm2 zapata de cimentación B= 10.50m altura de zapata de cimentación d= 1.30m Capacidad Portante : 2.10Kg/cm2 SUBESTRUCTURA LADO IZQUIERDO ancho de cajuela B= 1.35 m SUBESTRUCTURA LADO DERECHO altura de cajuela h= 2.15 m ESPECIFICACIONES TÉCNICAS - Colocación de tubos de drenaje en la Pantalla y Contrafuerte de la Estructura diámetro de 3" separación @ 0.5 vertical y horizontalmente. \LSECCIÓN ESTRIBO : CORTE 1 - 1 ESCALA 1/75 \LSECCIÓN ALETAS CENTRAL : CORTE 2 \fArial|b0|i1|c0|p34;-\fArial|b0|i0|c0|p34; 2\fArial|b0|i1|c0|p34; ESCALA 1/75 \LSECCIÓN ALETAS FINAL : CORTE 3 - 3 ESCALA 1/75 \LDETALLE DE ESTRIBO Y ALETA EN PLANTA \fArial|b0|i1|c0|p34;IZQUIERDO ESCALA 1/75 \LDETALLE DE ESTRIBO Y ALETA EN PLANTA \fArial|b0|i1|c0|p34;IZQUIERDO \fArial Black|b0|i1|c0|p34; ESCALA 1/125 \LVISTA FRONTAL DE ESTRIBO IZQUIERDO\fArial Black|b0|i1|c0|p34; ESCALA 1/75 E-01 ESTRUCTURAS LUZ = 50.00 m. "CONSTRUCCION PUENTE CATARATA" M. RICALDE T. INDICADA A.V.P. NOVIEMBRE 2006 U B I C A C I O N : DISEÑO : PLANO : PROYECTO : ESCALA : DIBUJO : FECHA : Lugar Distrito Provincia Región CARAPO HUANCASANCOS CATARATA AYACUCHO : : : : S/C = HL - 93 MIPAR mipar22@yahoo.es M. RICALDE TORRES PROGRAMA DE APOYO AL DESARROLLO SOCIOECONMICO Y A LA DESENTRALIZACION EN LAS REGIONES DE AYACUCHO Y HUANCAVELICA LAMINA : ESTRIBO DERECHO ESCALA 1/75 ESCALA 1/75 DETALLE DE ESTRIBO Y ALETA EN PLANTA ESCALA 1/75 VISTA FRONTAL DE PANTALLA VISTA POSTERIOR DE PANTALLA ESCALA 1/75 ESCALA 1/50 CORTE 5-5 ESCALA 1/50 DETALLE DE ACERO EN CONTRAFUERTE DE ESTRIBO DISTRIBUCION DE ACEROS EN ALETA ( CORTE 2 - 2 ) ESCALA 1/50 DISTRIBUCION DE ACERO EN ALETA (CORTE 3 -3) ESCALA 1/50 DETALLE DE ACERO EN LOMO DE CONTRAFUERTE ESCALA 1/75 DETALLE DE ACERO EN ESTRIBO ESCALA 1/75 DETALLE DE ACERO EN PARAPETO ESCALA 1/25 ESCALA 1/50 VIGA DE APOYO EN CAJUELA DETALLE DE ACERO EN CAJUELA ESCALA 1/25 DETALLE ESTRUCTURAL DE CAJUELA ESCALA 1/50 M E= CEMENTO-HORMIGON (1:10) 0,20 cm kg/cm2 kg/cm2 cm 19,0 BLS M3 M3 M3 3" a 4" Nota: Todos lo agregados deben cumplir requisitos de contenido maximo permisible de impurezas, para la cual deberan presentarse los certificados de control de DISEÑO DE MEZCLA: F'c=210 kg/Cm2. DOSIFICACION DEL CONCRETO POR METRO CUBICO 5.0 4200 fy= f'c= 210 4.0 ELEVACIÓN CONCRETO (losa y Vereda) ACERO LOSA RECUBRIMIENTO ESPECIFICACIONES TECNICAS E= 0,65 0,18 0,65 CEMENTO AGUA ARENA GRUESA ENCOFRADO TRIPLAY LUPUNA (3 USOS) PIEDRA CHANCADA 3/4" 9,50 SOLADO SLUMP calidad de los agregados. MM BARANDA F°G°. E - 70 ACERO DE SUPERESTRUCTURA 4080 - 5610 Kg/Cm2. 20% ( Min.) 2530 Kg/Cm2. NORAL ALARGAMIENTO RESIST. A LA TRACCIÓN LÍMITE DE FLUENCIA ASTM - A36 SOLDADURA 3 Mils. 15cm. 4 Mils. PINTURA ANTICORROSIVA CONTRA FLECHA PINTURA ESMALTE 0,15 0,10 0,30 0,12 As Nº 3 @ 0.20m soldado al perfil l=0.05+0.15 Angulo 10"*10"*3/8" -266.1885462544287 -266.1885462544287 -266.1885462544287 -266.1885462544287 TOPE 3/8"*3/8"*3.60ml PLANCHA 30cm * 3/8" * 3.60ml As Nº 3 @ 0.20m soldado al perfil l=0.05+0.15 Angulo 10"*10"*3/8" CONCRETO DE LOSA ASFALTO \A1;0.95 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.276 \A1;0.32 \A1;4.175 \A1;4.24 \A1;.165 \A1;0.605 \A1;0.05 \A1;0.43 \A1;0.66 \A1;.185 \A1;.165 \A1;1.712 \A1;0.33 \A1;0.50 \A1;.185 \A1;.43 \A1;1.712 \A1;0.33 \A1;0.50 \A1;0.66 \A1;5.10 \A1;1.80 \A1;2.10 \A1;3.60 \A1;1.10 \A1;0.40 \A1;0.05 \A1;0.70 \A1;1.80 \A1;1.75 \A1;0.40 \A1;1.10 \A1;.20 \A1;.10 \A1;.10 \A1;0.95 \A1;0.70 \A1;0.05 \A1;30.00 cm. \A1;20.00 cm. \A1;52.54 cm. \A1;50.00 cm. \A1;1.27 \A1;15.00 \A1;11.27 \A1;11.27 \A1;5.00 \A1;35.00 cm. \A1;30.00 cm. \A1;50.00 cm. \A1;1.27 \A1;1.27 \A1;1.27 \A1;1.27 \A1;1.27 \A1;5.00 \A1;15.00 \A1;1.27 \A1;1.27 f3/8"@ 0.19 -135.3005071344502 -135.3005071344502 ESC. 1/25 SECCION TRANSVERSAL f5/8"@ 0.21 f3/8"@ 0.20 -135.3005071344502 -135.3005071344502 -135.3005071344502 f5/8"@ 0.18 f3/8"@ 0.20 -135.3005071344502 -135.3005071344502 -135.3005071344502 -135.3005071344502 -135.3005071344502 -135.3005071344502 f5/8"@ 0.18 f3/8"@ 0.20 -135.3005071344502 -135.3005071344502 -135.3005071344502 S=2% S=2% f3/8"@ 0.39 f3/8"@ 0.39 f3/8"@ 0.20 -135.3005071344502 -135.3005071344502 -135.3005071344502 -135.3005071344502 f3/8"@ 0.19 DETALLE DE FIERROS -132.3559070811807 -132.3559070811807 -132.3559070811807 -132.3559070811807 ESC. 1/25 f3/8"@ 0.20 f3/8"@ 0.20 -132.3559070811807 -132.3559070811807 -132.3559070811807 -132.3559070811807 -132.3559070811807 -132.3559070811807 -132.3559070811807 f3/8"@ 0.39 f5/8"@ 0.18 f3/8"@ 0.20 f3/8"@ 0.20 f5/8"@ 0.18 -132.3559070811807 -132.3559070811807 -132.3559070811807 -132.3559070811807 -132.3559070811807 -132.3559070811807 DETALLE "E" DE LA BARANDA ESC. 1/10 PERNOS f \fArial|b0|i0|c0|p34;5/8" x 8" PLANCHA METALICA E = 1/4" TUBO\fSymbol|b0|i0|c2|p18; f 3\fArial|b0|i0|c0|p34;" TUBO\fSymbol|b0|i0|c2|p18; f \fArial|b0|i0|c0|p34;4" -132.6489276038577 -132.6489276038577 -132.6489276038577 -132.6489276038577 -132.6489276038577 TUBOS 3" y 4" DE FIERRO GALVANIZADO ESC. 1/5 DIMENSIONES PLANCHA METALICA DE BASE placa va al borde de la vereda Agujero excentrico y la 4 AGUJEROS DE 11/16" -130.9877552848934 -130.9877552848934 \A1;1.00 \A1;.20 \A1;1.70 \A1;.05 \A1;1.95 \A1;.20 \A1;1.70 \A1;.05 \A1;.40 \A1;1.95 \A1;.10 -249.4443220702249 -249.4443220702249 APOYO FIJO DERECHO ESC. 1/20 -249.4443220702249 ESC. 1/20 APOYO MOVIL IZQUIERDO PLANCHA METALICA f 3/8" -249.4443220702249 -249.4443220702249 -249.4443220702249 -249.4443220702249 -249.4443220702249 -249.4443220702249 -249.4443220702249 -249.4443220702249 NEOPRENO \A1;17.00 \A1;11.00 \A1;.325 \A1;1.75 \A1;.50 \A1;1.32 \A1;1.32 \A1;1.32 \A1;7.00 -264.9195758398347 -264.9195758398347 -264.9195758398347 -264.9195758398347 -264.9195758398347 -264.9195758398347 -264.9195758398347 A SECCION LONGITUDINAL DE LA VIGA ESC. 1/25 -264.9195758398347 B 5/16 -264.9195758398347 A 5/16 B 2 -223.4154075584623 -223.4154075584623 -223.4154075584623 -223.4154075584623 -223.4154075584623 -223.4154075584623 -223.4154075584623 -223.4154075584623 -223.4154075584623 -223.4154075584623 -223.4154075584623 -223.4154075584623 -223.4154075584623 -223.4154075584623 -223.4154075584623 -223.4154075584623 -223.4154075584623 -223.4154075584623 -223.4154075584623 -223.4154075584623 -223.4154075584623 CONTINUA SOLDADURA 1 PL MET. e = 1.27cm. EJE DE VIGA 2 PL MET. 1.27x2.54cm PL MET. 1.27x2.54cm 1 Fº CORRUGADO Diam. 1/2" 0 00 DATUM ELEV eje existente 2901.00 2900.00 2899.00 2898.00 2897.00 2896.00 2895.00 2894.00 2893.00 2892.00 2891.00 2890.00 2890.00 2891.00 2892.00 2893.00 2894.00 2895.00 2896.00 2897.00 2898.00 2899.00 2900.00 2901.00 0.00 4.00 8.00 12.00 16.00 20.00 24.00 28.00 32.00 36.00 40.00 44.00 48.00 52.00 56.00 60.00 64.00 68.00 72.00 76.00 80.00 84.00 88.00 92.00 96.00 100.00 104.00 108.00 33 30 31 32 29 2900.2075 0 A B C D E F G H I J K L LL M N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 25 24 27 26 28 N.AGUA RIO N. MARGEN DERECHA -40 -30 -20 -10 0 10 20 30 40 50 2990 2990 2995 2995 EJE (-0+100) 2988.71 2990.52 -50 -40 -30 -20 -10 0 10 20 30 40 50 2990 2990 2995 2995 3000 3000 3005 3005 3010 3010 EJE (-0+050) 2988.60 2990.2525 -50 -40 -30 -20 -10 0 10 20 30 40 50 2990 2990 2995 2995 3000 3000 EJE (0+000) 2988.77 2990.13 -50 -40 -30 -20 -10 0 10 20 30 40 50 2990 2990 2995 2995 3000 3000 EJE (0+050) 2988.79 2990.12 -50 -40 -30 -20 -10 0 10 20 30 40 50 2990 2990 2995 2995 EJE (0+100) 2988.75 2989.73 -50 2989.7963 2989.6917 2989.9663 2990.0844 2990.0648 2990.1950 2990.3121 2990.1976 2990.4617 2990.5562 N. MARGEN IZQ N.FONDO RIO PERFIL LONGITUDINAL ESCALA: H=1/500 V=1/100 SECCIONES ESCALA: H=1/500 2986 2988 2990 2992 2994 2985.0000 -0+100 -0+080 -0+060 -0+040 -0+020 0+000 0+020 0+040 0+060 0+080 0+100 2988.71 2988.71 2988.68 2988.66 2988.63 2988.61 2988.60 2988.63 2988.67 2988.70 2988.69 2988.77 2988.88 2988.86 2988.79 2988.79 2988.79 2988.78 2988.77 2988.77 2988.76 2988.75 2988.75 N.AGUA RIO=2990.52 N.AGUA RIO=2990.2525 N.AGUA RIO=2990.13 N.AGUA RIO=2990.12 N.AGUA RIO=289.73 0+150 0+100 0+050 0+000 -0+050 -0+100 -0+150 -0+200 ESCALA: 1/500 PLANTA A CABANA A SONDONDO INADE 01 MARZO 2004 J.L.Q.M. V.A.A.V. TOPOGRAFIA : AUTOCAD : ESCALA : H:1/500 REVISION : FECHA : CONSTRUCCION CARRETERA CABANA - SONDONDO - CHIPAO PROYECTO ESPECIAL SIERRA CENTRO SUR PLANO : LUCANAS : PROVINCIA DISTRITO ANEXO : : REGION : UBICACION: AYACUCHO TOP. PUENTE PROYECTO : PTE LAMINA : RIO CALICATA 2 CALICATA 1 5+400 5+500 5+600 ZAPATA ZAPATA ZAPATA PANTALLA PANTALLA PANTALLA As Ø 5/8" : @ 0.20m 4 As Ø 1/2" : @ 0.20m 5 As Ø 5/8" : @ 0.20m 4 As Ø 1/2" : @ 0.20m 5 Esc. 1:50 \W3.31263; \LVISTA FRONTALFRONTAL \W8.87308; ZAPATA ZAPATA ZAPATA PANTALLA PANTALLA PANTALLA As Ø 1/2" : @ 0.24m 7 As Ø 1/2" : @ 0.30m 6 As Ø 1/2" : @ 0.30m 6 As Ø 1/2" : @ 0.24m 7 Esc. 1:50 \W8.39112; \LVISTA OPUESTOOPUESTO ZAPATA ZAPATA ZAPATA PANTALLA PANTALLA PANTALLA As Ø 5/8" : @ 0.20m 4 As Ø 1/2" : @ 0.20m 5 As Ø 5/8" : @ 0.20m 4 As Ø 1/2" : @ 0.20m 5 Esc. 1:75 \W3.31263; \LVISTA FRONTALFRONTAL \W8.87308; ZAPATA ZAPATA ZAPATA PANTALLA PANTALLA PANTALLA As Ø 1/2" : @ 0.24m 7 As Ø 1/2" : @ 0.30m 6 As Ø 1/2" : @ 0.30m 6 As Ø 1/2" : @ 0.24m 7 Esc. 1:75 \W8.39112; \LVISTA OPUESTOOPUESTO DETALLE DE ACERO DE PARAPETO ESCALA 1/75 31 As Ø 5/8" : @ 0.20m 4 As Ø 1/2" : @ 0.20m 5 As Ø 1/2" : @ 0.30m 6 26 As Ø 1/2" : @ 0.24m 5 As Ø 1/2" : @ 0.20m 4 31 As Ø 5/8" : @ 0.20m 26 As Ø 1/2" : @ 0.24m 7 7 6 As Ø 1/2" : @ 0.30m 32 As Ø 1/2" : @ 0.20m 9 As Ø 1/2" : @ 0.30m 8 35 As Ø 1/2" : @ 0.20m 11 As Ø 3/8" : @ 0.30m 10 \A1;0.30 \A1;2.10 \A1;0.30 \A1;2.10 \A1;0.30 \A1;0.30 \A1;4.50 \A1;0.30 \A1;5.10 \A1;5.10 \A1;10.15 VISTA EN 3D ESCALA 1/75 -492.3819988295708 -492.3819988295708 -492.3819988295708 -492.3819988295708 -492.3819988295708 -492.3819988295708 -492.3819988295708 -492.3819988295708 -492.3819988295708 -492.3819988295708 -492.3819988295708 31 As Ø 5/8" : @ 0.20m 4 As Ø 1/2" : @ 0.20m 5 As Ø 1/2" : @ 0.30m 6 26 As Ø 1/2" : @ 0.24m 5 As Ø 1/2" : @ 0.20m 4 31 As Ø 5/8" : @ 0.20m 26 As Ø 1/2" : @ 0.24m 7 7 6 As Ø 1/2" : @ 0.30m As Ø 1/2" : @ 0.20m 9 As Ø 1/2" : @ 0.30m 8 As Ø 1/2" : @ 0.20m 11 As Ø 3/8 :@ 0.30m 10 31 As Ø 5/8" : @ 0.20m 4 As Ø 1/2" : @ 0.20m 5 As Ø 1/2" : @ 0.30m 6 26 As Ø 1/2" : @ 0.24m 5 As Ø 1/2" : @ 0.20m 4 31 As Ø 5/8" : @ 0.20m 26 As Ø 1/2" : @ 0.24m 7 7 6 As Ø 1/2" : @ 0.30m As Ø 1/2" : @ 0.20m 9 As Ø 1/2" : @ 0.30m 8 As Ø 1/2" : @ 0.20m 11 As Ø 3/8 :@ 0.30m 10 As Ø 5/8" : @ 0.20m 4 As Ø 1/2" : @ 0.20m 5 As Ø1/2":@ 0.30m 6 As Ø1/2":@ 0.24m 7 As Ø 1/2" : @ 0.30m H As Ø 1/2" : @ 0.30m I As Ø 1/2" : @ 0.30m H As Ø 1/2" : @ 0.30m I As Ø 1/2" : @ 0.30m H As Ø 1/2" : @ 0.30m I As Ø 1/2" : @ 0.24m 7 As Ø 1/2" : @ 0.30m H As Ø 1/2" : @ 0.30m I As Ø 1/2" : @ 0.30m H As Ø 1/2" : @ 0.30m I As Ø 1/2" : @ 0.24m 6 31 As Ø 5/8" : @ 0.20m 4 As Ø 5/8" : @ 0.20m 4 As Ø 1/2" : @ 0.30m I As Ø 1/2" : @ 0.30m I As Ø 1/2" : @ 0.30m H As Ø 1/2" : @ 0.30m H As Ø1/2":@ 0.30m 6 As Ø1/2":@ 0.24m 7 As Ø 5/8" : @ 0.20m 4 As Ø 1/2" : @ 0.20m 5 As Ø1/2":@ 0.30m 6 As Ø1/2":@ 0.24m 7 As Ø 1/2" : @ 0.30m H As Ø 1/2" : @ 0.30m I As Ø 1/2" : @ 0.30m H As Ø 1/2" : @ 0.30m I As Ø 1/2" : @ 0.30m H As Ø 1/2" : @ 0.30m I As Ø 1/2" : @ 0.24m 7 As Ø 1/2" : @ 0.30m H As Ø 1/2" : @ 0.30m I As Ø 1/2" : @ 0.30m H As Ø 1/2" : @ 0.30m I As Ø 1/2" : @ 0.24m 6 31 As Ø 5/8" : @ 0.20m 4 As Ø 5/8" : @ 0.20m 4 As Ø 1/2" : @ 0.30m I As Ø 1/2" : @ 0.30m I As Ø 1/2" : @ 0.30m H As Ø 1/2" : @ 0.30m H As Ø1/2":@ 0.30m 6 As Ø1/2":@ 0.24m 7 \A1;4.05 As. Ø 1" @ 11cm A'' As. Ø 1/2" @ 0.24 7 As. Ø 1/2" @ 0.20 6 As. Ø 5/8" @ 0.20 4 As. Ø 1/2" @ 0.20 As Ø 1/2" : @ 0.30 I As Ø 1/2" : @ 0.30 H As. Ø 1" @ 0.22 Q As. Ø 1" @ 0.33 P As. Ø 1" @ 0.22 B As. Ø 1" @ 0.22 B' As. Ø 1" @ 0.33 J -617.484662792093 \A1;4.80 \A1;8.60 \A1;0.40 \A1;0.40 \A1;4.80 \A1;8.60 1 As Ø 1" 1 3 As Ø 1" 2 As. Ø 1" @ 0.22 Q As. Ø 1" @ 0.33 P As. Ø 1" @ 0.22 B As. Ø 1" @ 0.33 J As. Ø 1" @ 0.22 B' As. Ø 1/2" @ 0.24 7 As. Ø 1/2" @ 0.20 As. Ø 5/8" @ 0.20 4 As. Ø 1/2" @ 0.20 5 2 As Ø 1" 3 As Ø 1/2" : @ 0.30 As Ø 1/2" : @ 0.30 I -617.484662792093 -617.484662792093 -617.484662792093 -617.484662792093 H 6 As. Ø 1" @ 6cm A' 1 As Ø 1" 1 3 As Ø 1" 2 As. Ø 1" @ 0.22 Q As. Ø 1" @ 0.33 P As. Ø 1" @ 5cm A As. Ø 1" @ 0.22 B As. Ø 1" @ 0.33 J As. Ø 1/2" @ 0.22 B' As. Ø 1/2" @ 0.24 7 As. Ø 1/2" @ 0.20 As. Ø 5/8" @ 0.20 4 As. Ø 1/2" @ 0.20 5 2 As Ø 1" 3 As Ø 1/2" : @ 0.30 As Ø 1/2" : @ 0.30 I -617.484662792093 -617.484662792093 As. Ø 1/2" @ 0.20 9 As. Ø 1/2" @ 0.30 8 As. Ø 1/2" @ 0.20 11 As. Ø 3/8" @ 0.30 10 H 6 As. Ø 3/8" @ 0.20 As. Ø 1/2" @ 0.20 10 As. Ø 1/2 As. Ø 1/2" @ 0.20 9 As. Ø 1/2" @ 0.30 8 As. Ø 1/2" @ 0.20 11 As. Ø 3/8" @ 0.30 10 1.30 0.24 0.24 1.05 0.79 0.40 0.40 10 As.Ø 1/2" 1.24 1.24 0.20 0.20 As. Ø 1" @ 0.22 As. Ø 1/2" @ 0.20 L=1.99m 11 0.73 As. Ø 1/2" @ 0.20 L=2.00m 9 0.53 0.15 0.20 As. Ø 1/2" @ 0.24 L=13.29m 7 As. Ø 5/8" @ 0.20 L=13.29m 4 0.20 0.20 0.20 0.20 1.25 0.40 03 Fe. Ø 1" L = 12.54m. 1 0.22 01 Fe. Ø 1" L = 8.60 m. 2 1.25 1.25 02 Fe. Ø 1" L = 4.80 m. 3 Fe. Ø 1" @ 0.33 L = 10.30 m. P 1.15 Fe. Ø 1" @ 0.33 L = 6.05m. J Fe. Ø 1" @ 5 cm L = 7.00m. A 1.15 As Ø 1/2" : @ 0.30 H LONG. VARIABLE DE ACUERDO A LA ALTURA As Ø 1/2" : @ 0.30 I LONG. VARIABLE VISTA FRONTAL ESCALA 1/75 ZAPATA ZAPATA ZAPATA PANTALLA PANTALLA PANTALLA \A1;5.10 TUBO DE FG DE 2" TUBO DE FG DE 3" \A1;ACERO LONGITUDINAL - REPARTICION As Nº \S5/8;\H1.429x;" @ 0.20M (22 UNIDADES) VEREDA VEREDA 6.00m. INCLINADO 5.20m. 6.00m. INCLINADO ESTRIBO ALETA ALETA 1.30 11.55 2.35 0.20 1.30 11.55 2.35 0.20 \A1;8.38 \A1;8.38 \A1;3.40 \A1;0.30 \A1;4.05 \A1;7.75 \A1;0.30 \A1;3.40 \A1;7.75 \A1;0.30 \A1;1.99 \A1;0.30 \A1;3.41 \A1;6.00 \A1;0.30 \A1;1.99 \A1;0.30 \A1;3.41 \A1;6.00 \A1;0.30 \A1;0.72 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.72 \A1;0.30 \A1;5.10 \A1;0.30 \A1;2.10 \A1;0.30 \A1;2.10 \A1;0.30 \A1;5.10 \A1;2.29 \A1;2.29 \A1;9.07 C C PARAPETO CONTRAFUERTES -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 0.935 -298.9737789152926 0.935 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 -298.9737789152926 CONTRAFUERTES CONTRAFUERTES CORONA DE ALETA CORONA DE ALETA CAJAUELA A A NEOPRENO -298.9737789152926 -298.9737789152926 B B \A1;4.05 \A1;3.40 \A1;0.30 \A1;4.05 \A1;7.75 \A1;0.30 \A1;3.40 \A1;7.75 \A1;0.30 \A1;1.99 \A1;0.30 \A1;3.41 \A1;6.00 \A1;0.30 \A1;1.99 \A1;0.30 \A1;3.41 \A1;6.00 \A1;0.30 \A1;0.72 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.72 \A1;0.30 \A1;5.10 \A1;0.30 \A1;2.10 \A1;0.30 \A1;2.10 \A1;0.30 \A1;5.10 \A1;2.29 \A1;2.29 \A1;9.07 \A1;8.38 \A1;8.38 C C PARAPETO CONTRAFUERTES -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 0.935 -613.5862844231629 0.935 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 CONTRAFUERTES CONTRAFUERTES CORONA DE ALETA CORONA DE ALETA CAJAUELA A A NEOPRENO -613.5862844231629 -613.5862844231629 B B -613.5862844231629 \A1;0.35 \A1;0.30 \A1;0.70 \A1;0.30 \A1;1.05 \A1;1.30 \A1;11.55 \A1;0.30 \A1;0.30 \A1;1.75 \A1;5.25 \A1;0.30 \A1;4.95 \A1;10.50 \A1;1.30 \A1;11.85 \A1;2.05 \A1;15.20 \A1;0.30 \A1;1.30 \A1;11.55 \A1;2.35 \A1;4.80 \A1;0.30 \A1;4.95 \A1;10.05 \A1;15.20 \A1;1.30 \A1;11.55 \A1;4.05 \A1;0.30 \A1;3.40 \A1;7.75 \A1;12.85 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.20 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 SOLADO \A1;4.05 \A1;3.40 \A1;0.30 \A1;4.05 \A1;7.75 \A1;0.30 \A1;3.40 \A1;7.75 \A1;0.30 \A1;1.99 \A1;0.30 \A1;3.41 \A1;6.00 \A1;0.30 \A1;1.99 \A1;0.30 \A1;3.41 \A1;6.00 \A1;0.30 \A1;0.72 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.72 \A1;0.30 \A1;5.10 \A1;0.30 \A1;2.10 \A1;0.30 \A1;2.10 \A1;0.30 \A1;5.10 \A1;2.29 \A1;2.29 \A1;9.07 \A1;8.38 \A1;8.38 C C PARAPETO CONTRAFUERTES -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 0.935 -613.5862844231629 0.935 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 CONTRAFUERTES CONTRAFUERTES CORONA DE ALETA CORONA DE ALETA CAJAUELA A A NEOPRENO -613.5862844231629 -613.5862844231629 B B -613.5862844231629 \A1;1.30 \A1;11.55 \A1;4.05 \A1;0.30 \A1;3.40 \A1;7.75 \A1;12.85 \A1;0.30 \A1;0.20 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 SOLADO ZAPATA ZAPATA ZAPATA PANTALLA PANTALLA PANTALLA 5.10 TUBO DE FG DE 2" TUBO DE FG DE 3" \A1;ACERO LONGITUDINAL - REPARTICION As Nº \S5/8;\H1.429x;" @ 0.20M (22 UNIDADES) VEREDA VEREDA 6.00m. INCLINADO 5.20m. 6.00m. INCLINADO ESTRIBO ALETA ALETA 1.30 11.55 2.35 0.20 1.30 11.55 2.35 0.20 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 SOLADO -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 SOLADO \A1;7.75 \A1;7.75 As Ø 1/2" : @ 0.22m B' A' As Ø 1-3/8" : @ 0.12m J As Ø 1/2" : @ 0.33m As Ø 1/2" : @ 0.22m B' As Ø 1/2" : @ 0.22m B As Ø 1-3/8" : @ 0.10m -613.5862844231629 A' As Ø 1-3/8" : @ 6.0cm J As Ø 1/2" : @ 0.33m A -613.5862844231629 As Ø 1/2" : @ 0.22m B' A' As Ø 1-3/8" : @ 0.12m J As Ø 1/2" : @ 0.33m As Ø 1/2" : @ 0.22m B' As Ø 1/2" : @ 0.22m B As Ø 1-3/8" : @ 0.10m A' As Ø 1-3/8" : @ 6.0cm J As Ø 1/2" : @ 0.33m A As Ø 1/2" : @ 0.22m B' A' As Ø 1-3/8" : @ 0.12m J As Ø 1/2" : @ 0.33m As Ø 1/2" : @ 0.22m B' As Ø 1/2" : @ 0.22m B As Ø 1-3/8" : @ 0.10m A' As Ø 1-3/8" : @ 6.0cm J As Ø 1/2" : @ 0.33m A As Ø 1" : @ 0.22m Q P As Ø 1" : @ 0.33m Q As Ø 1" : @ 0.22m P As Ø 1" : @ 0.33m As Ø 1" : @ 0.22m Q As Ø 1" : @ 0.33m P \A1;97.39° \A1;97.29° \A1;127.61° \A1;127.71° \A1;8.38 \A1;9.07 \A1;8.38 \A1;5.10 \A1;2.29 \A1;2.29 \A1;7.75 \A1;7.75 \A1;90.00° \A1;90.00° \A1;135.00° \A1;135.00° -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 \A1;97.39° \A1;97.39° \A1;127.61° \A1;127.61° \A1;8.38 \A1;9.07 \A1;8.38 \A1;5.10 \A1;2.29 \A1;2.29 \A1;7.75 \A1;7.75 \A1;90.00° \A1;90.00° \A1;135.00° \A1;135.00° -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 12.7mm. 12.7mm. 12.7mm. 1462 mm. 500mm 500mm 925mm. 925mm 500mm 925mm 925mm 1500mm 5/16 5/16 5/16 5/16 AJUSTE A PRESIÓN SOLO EN PATINES SOMETIDOS A TENSIÓN ( TENDRA UNA HOLGURA MÁXIMA DE 1/16" SOBRE SUPERFICIE SUPERIOR DE PATIN INFERIOR ) CONECTORES - PERNOS SOLDADOS Diam.= 3/4" x 3" ( 3 por fila en cada viga ) Distribuidos del modo siguiente 46 @ 0.15, 36 @ 0.25, r @ 0.35m. CONECTORES - PERNOS SOLDADOS Diam.= 3/4" x 3" ( 3 por fila en cada viga ) Distribuidos del modo siguiente 46 @ 0.15, 36 @ 0.25, r @ 0.35m. CONECTORES - PERNOS SOLDADOS Diam.= 3/4" x 3" ( 3 por fila en cada viga ) Distribuidos del modo siguiente 46 @ 0.15, 36 @ 0.25, r @ 0.35m. ATIEZADORES INTERMEDIOS DETALLE DE VIGA METÁLICA EN INTERMEDIOS ( viga tipo 1 ) CORTE A-A : ESCALA 1/25 ATIEZADORES INTERMEDIOS 19.1mm. 5/16 5/16 19.1mm. 5/16 5/16 19.1mm. 19.1mm. 5/16 5/16 5/16 5/16 17.5 15.0 17.5 17.5 15.0 17.5 17.5 15.0 17.5 ATIEZADORES INTERMEDIOS \A1;3.40 \A1;0.30 \A1;4.05 \A1;7.75 \A1;0.30 \A1;3.40 \A1;7.75 \A1;0.30 \A1;1.99 \A1;0.30 \A1;3.41 \A1;6.00 \A1;0.30 \A1;1.99 \A1;0.30 \A1;3.41 \A1;6.00 \A1;5.10 \A1;0.30 \A1;2.10 \A1;0.30 \A1;2.10 \A1;0.30 \A1;5.10 \A1;2.29 \A1;2.29 \A1;9.07 \A1;8.38 \A1;8.38 \A1;4.05 \A1;1.03 \A1;0.40 \A1;0.63 \A1;0.40 \A1;1.02 \A1;0.40 \A1;0.63 PARAPETO CONTRAFUERTES -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 CONTRAFUERTES CONTRAFUERTES CORONA DE ALETA CORONA DE ALETA CAJAUELA NEOPRENO -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 C A A B B \A1;4.80 \A1;3.80 \A1;8.60 -613.5862844231629 -613.5862844231629 -613.5862844231629 3 As Ø 1" 1 4 As Ø 1" 2 6 As Ø 1" 3 VISTA FRONTAL DEL LOMO DE CONTRAFUERTE ESCALA 1/75 \A1;0.50 \A1;1.24 \A1;1.24 \A1;1.24 \A1;1.24 \A1;1.24 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;0.50 \A1;6.20 \A1;6.15 \A1;6.15 \A1;37.00 \A1;38.00 \A1;6.15 \A1;6.15 \A1;6.20 0.20 0.20 0.016 0.50 0.25 EJE DEL PUENTE VISTA EN PLANTA VIGA PRINCIPAL CENTRAL 0.25 ESC. 1/50 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 2 FILAS VASTAGOS DE 1/4" X3" DISTRIBUIDOS 45@0.15, 25@0.25, r@0.35 CONECTORES ATIEZADORES -613.5862844231629 -613.5862844231629 -613.5862844231629 1/2 PLANTA SUPERIOR 1/2 PLANTA INFERIOR -613.5862844231629 DIAFRACMA DE APOYO E INTERMEDIOS -613.5862844231629 -613.5862844231629 LUZ EFECTIVA LONGITUD TOTAL DE VIGA -613.5862844231629 -613.5862844231629 -613.5862844231629 ESC. 1/50 \A1;1.24 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 2 FILAS VASTAGOS DE 1/4" X3" DISTRIBUIDOS 45@0.15, 25@0.25, r@0.35 CONECTORES ATIEZADORES \A1;0.50 \A1;6.20 1/2 PLANTA SUPERIOR 1/2 PLANTA INFERIOR DIAFRACMA DE APOYO E INTERMEDIOS LUZ EFECTIVA LONGITUD TOTAL DE VIGA \A1;0.50 \A1;1.24 \A1;1.24 \A1;1.24 \A1;1.24 \A1;1.24 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;0.50 \A1;6.20 \A1;6.15 \A1;6.15 \A1;37.00 \A1;38.00 \A1;6.15 \A1;6.15 \A1;6.20 0.20 0.20 0.016 0.50 0.25 EJE DEL PUENTE VISTA EN PLANTA VIGA PRINCIPAL CENTRAL 0.25 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 2 FILAS VASTAGOS DE 1/4" X3" DISTRIBUIDOS 45@0.15, 25@0.25, r@0.35 CONECTORES ATIEZADORES -613.5862844231629 -613.5862844231629 -613.5862844231629 1/2 PLANTA SUPERIOR 1/2 PLANTA INFERIOR -613.5862844231629 DIAFRACMA DE APOYO E INTERMEDIOS -613.5862844231629 -613.5862844231629 LUZ EFECTIVA LONGITUD TOTAL DE VIGA -613.5862844231629 -613.5862844231629 -613.5862844231629 \A1;0.50 \A1;1.24 \A1;1.24 \A1;1.24 \A1;1.24 \A1;1.24 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;0.50 \A1;6.20 \A1;6.15 \A1;6.15 \A1;37.00 \A1;38.00 \A1;6.15 \A1;6.15 \A1;6.20 0.20 0.20 0.016 0.50 0.25 EJE DEL PUENTE 0.25 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 -613.5862844231629 2 FILAS VASTAGOS DE 1/4" X3" DISTRIBUIDOS 45@0.15, 25@0.25, r@0.35 CONECTORES ATIEZADORES -613.5862844231629 -613.5862844231629 -613.5862844231629 1/2 PLANTA SUPERIOR 1/2 PLANTA INFERIOR -613.5862844231629 DIAFRACMA DE APOYO E INTERMEDIOS -613.5862844231629 -613.5862844231629 LUZ EFECTIVA LONGITUD TOTAL DE VIGA -613.5862844231629 -613.5862844231629 -613.5862844231629 \A1;38.00 \A1;38.00 \A1;4.30 \A1;4.30 As Ø 1/2" : @ 0.20m 16 As Ø 5/8" : @ 0.20m 15 DETALLE DE ACERO EN LOSA SUPERIOR ESC. 1/75 -613.5862844231629 -613.5862844231629 As Ø 1/2" : @ 0.20m 16 As Ø 5/8" : @ 0.20m 15 DETALLE DE ACERO EN LOSA INFERIOR ESC. 1/75 -613.5862844231629 -613.5862844231629 \A1;37.99 \A1;4.30 As Ø 1/2" : @ 0.20m 18 As Ø 5/8" : @ 0.20m 17 DETALLE DE ACERO EN LOSA INFERIOR ESC. 1/75 -613.5862844231629 -613.5862844231629 \A1;38.00 \A1;3.40 \A1;0.30 \A1;4.05 \A1;7.75 \A1;0.30 \A1;3.40 \A1;7.75 \A1;0.30 \A1;1.99 \A1;0.30 \A1;3.41 \A1;6.00 \A1;0.30 \A1;1.99 \A1;0.30 \A1;3.41 \A1;6.00 \A1;5.10 \A1;0.30 \A1;2.10 \A1;0.30 \A1;2.10 \A1;0.30 \A1;5.10 \A1;2.29 \A1;2.29 \A1;9.07 \A1;8.38 \A1;8.38 \A1;4.05 \A1;1.00 \A1;0.35 \A1;5.10 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.90 \A1;0.20 \A1;1.90 \A1;0.20 \A1;37.00 NAME Estribo (izquierdo) Perfil Rocoso (derecho) COTA BASE DE VIGA 2526.21msnm 2521.15msnm 2517.21msnm -756.3543973156127 VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA DE APOYO LUZ EFECTIVA 37.00m LONGITUD TOTAL DE VIGA 38.00m EJE DEL PUENTE -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 -756.3543973156127 COTA TERRENO 2527.21msnm 0 10 20 30 40 50 2,514 2,516 2,518 2,520 2,522 2,524 2,526 2,528 2,530 2,532 2,534 2,536 2,538 2,510 2,512 PUENTE EN PLANTA ESCALA 1/100 VER DETALLE A CAJUELA DERECHO EJE DEL PUENTE PARAPETO CONTRAFUERTES 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 420.7763613364313 CONTRAFUERTES CONTRAFUERTES CORONA DE ALETA CORONA DE ALETA CAJAUELA NEOPRENO 420.7763613364313 420.7763613364313 420.7763613364313 PARAPETO CAJAUELA 420.7763613364313 420.7763613364313 420.7763613364313 EJE DEL PUENTE 420.7763613364313 \A1;4.80 \A1;8.60 ESCALA 1/75 1 As Ø 1" 1 3 As Ø 1" 2 As. Ø 1" @ 0.22 Q As. Ø 1" @ 0.33 P As. Ø 1-3/8" @ 0.10 A As. Ø 1" @ 0.22 B As. Ø 1" @ 0.33 J As. Ø 1/2" @ 0.22 B' As. Ø 1/2" @ 0.24 7 As. Ø 1/2" @ 0.20 As. Ø 5/8" @ 0.20 4 As. Ø 1/2" @ 0.20 5 2 As Ø 1" 3 As Ø 1/2" : @ 0.30 As Ø 1/2" : @ 0.30 I -184.4807135025405 -184.4807135025405 As. Ø 1/2" @ 0.20 9 As. Ø 1/2" @ 0.30 8 As. Ø 1/2" @ 0.20 11 As. Ø 3/8" @ 0.30 10 H 6 7 7 8 8 5.10 2.29 2.29 7.75 7.75 90.00° 90.00° 135.00° 135.00° 127.61° 8.38 9.07 8.38 97.39° 97.39° 127.61° CORTE 7 -7 ESCALA 1/75 I As. Ø 1/2" @ 0.30 H As. Ø 1/2" @ 0.30 \A1;0.40 \A1;0.40 I As. Ø 1/2" @ 0.30 H As. Ø 1/2" @ 0.30 \A1;0.40 \A1;0.40 VIGA DIAFRAGMA A B A VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA VIGA DIAFRAGMA B \A1;37.00 VIGA DIAFRAGMA DE APOYO \A1;1.24 \A1;1.24 \A1;1.24 \A1;1.24 \A1;2.47 \A1;1.23 \A1;1.23 \A1;1.23 \A1;2.46 \A1;1.23 \A1;1.23 \A1;1.23 \A1;2.46 \A1;1.23 \A1;1.23 \A1;1.23 \A1;2.46 \A1;1.23 \A1;1.23 \A1;1.23 \A1;2.47 \A1;1.24 \A1;1.24 \A1;1.24 \A1;1.24 \A1;0.50 \A1;0.50 \A1;6.20 \A1;6.15 \A1;6.15 \A1;6.15 \A1;6.15 \A1;6.20 \A1;0.50 \A1;0.50 2.00 6.00 2 .00 6.00 6.00 6.00 2.00 6.00 2.00 P L 19.1X500X2000 P L 19.1X500X6000 44.5X500X2000 P L 44.5X500X6000 P L 44.5X500X6000 P L 44.5X500X6000 P L 44.5X500X2000 P L P L 19.1X500X6000 P L 19.1X500X2000 1.00 6.00 6.00 6.00 6.00 6.00 1.00 6.00 P L 19.1X500X1000 P L 19.1X500X6000 P L 19.1X500X6000 P L 19.1X500X6000 P L 19.1X500X6000 P L 19.1X500X6000 P L 19.1X500X6000 P L 19.1X500X1000 ALA SUPERIOR ALA INFERIOR LUZ EFECTIVA 37. 00m LONGITUD TOTAL DE VIGA 38.00m EJE DEL PUENTE \A1;8.00 \A1;22.00 \A1;8.00 ATIESADORES DIAFRAGMAS LUZ DEL PUENTE \A1;0.50 \A1;0.50 \A1;37.00 \A1;0.50 \A1;0.50 DIAFRAGMAS DE APOYO \A1;6.20 \A1;6.15 \A1;6.15 \A1;6.15 \A1;6.15 \A1;6.20 \A1;0.50 \A1;0.50 DIAFRAGMAS INTERMEDIOS 45@.15, 25@.25, r @.35 37.00 CONECTORES 2 FILAS VASTAGOS DE 1/4" X3" DISTRIBUIDOS 45@0.15, 25@0.25, r@0.35 \A1;0.30 \A1;1.05 \A1;1.30 \A1;11.55 \A1;1.75 \A1;5.25 \A1;0.30 \A1;4.95 \A1;10.50 \A1;1.30 \A1;11.85 \A1;2.05 \A1;15.20 \A1;0.30 \A1;1.30 \A1;11.55 \A1;2.35 \A1;4.80 \A1;0.30 \A1;4.95 \A1;10.05 \A1;15.20 \A1;1.30 \A1;11.55 \A1;4.05 \A1;0.30 \A1;3.40 \A1;7.75 \A1;12.85 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.20 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 SOLADO C:H, 1:10 - =20cm e -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 SOLADO C:H, 1:10 - =20cm e \A1;0.35 \A1;0.30 \A1;0.70 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 \A1;0.30 \A1;0.30 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 -346.3511734507349 SOLADO C:H, 1:10 - =20cm e \A1;3.40 \A1;0.30 \A1;4.05 \A1;7.75 \A1;0.30 \A1;3.40 \A1;7.75 \A1;5.10 \A1;0.30 \A1;2.10 \A1;0.30 \A1;2.10 \A1;0.30 \A1;5.10 \A1;2.29 \A1;2.29 \A1;9.07 \A1;8.38 \A1;8.38 \A1;4.05 \A1;1.03 \A1;0.40 \A1;0.63 \A1;0.40 \A1;1.02 \A1;0.40 \A1;0.63 PARAPETO CONTRAFUERTES -666.0547338819109 -666.0547338819109 -666.0547338819109 -666.0547338819109 -666.0547338819109 -666.0547338819109 -666.0547338819109 \A1;0.30 \A1;1.99 \A1;0.30 \A1;3.41 \A1;6.00 \A1;0.30 \A1;1.99 \A1;0.30 \A1;3.41 \A1;6.00 -666.0547338819109 -666.0547338819109 -666.0547338819109 -666.0547338819109 -666.0547338819109 -666.0547338819109 -666.0547338819109 -666.0547338819109 -666.0547338819109 -666.0547338819109 CONTRAFUERTES CONTRAFUERTES CORONA DE ALETA CORONA DE ALETA CAJAUELA NEOPRENO -666.0547338819109 -666.0547338819109 -666.0547338819109 -666.0547338819109 -666.0547338819109 -666.0547338819109 -666.0547338819109 -666.0547338819109 -666.0547338819109 -666.0547338819109 C A A B B CONTRAFUERTES ZAPATA (PUNTA) \A1;0.30 \A1;2.10 \A1;0.30 \A1;2.10 \A1;0.30 \A1;0.30 \A1;4.50 \A1;0.30 \A1;5.10 \A1;5.10 \A1;10.15 -577.4093542125573 -577.4093542125573 -577.4093542125573 -577.4093542125573 -577.4093542125573 -577.4093542125573 -577.4093542125573 -577.4093542125573 -577.4093542125573 -577.4093542125573 -577.4093542125573 0.20 0.20 0.016 0.50 0.25 EJE DEL PUENTE 0.25 \A1;0.50 \A1;1.24 \A1;1.24 \A1;1.24 \A1;1.24 \A1;1.24 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 \A1;1.23 2 FILAS VASTAGOS DE 3/4" X3" DISTRIBUIDOS 45@0.15, 25@0.25, r@0.35 CONECTORES ATIEZADORES \A1;0.50 \A1;6.20 \A1;6.15 1/2 PLANTA SUPERIOR 1/2 PLANTA INFERIOR \A1;6.15 DIAFRACMA DE APOYO E INTERMEDIOS \A1;37.00 \A1;38.00 LUZ EFECTIVA LONGITUD TOTAL DE VIGA \A1;6.15 \A1;6.15 \A1;6.20 PARAPETO CONTRAFUERTES \A1;3.40 \A1;0.30 \A1;4.05 \A1;7.75 \A1;0.30 \A1;3.40 \A1;7.75 0.30 1.99 0.30 3.41 6.00 0.30 1.99 0.30 3.41 6.00 \A1;5.10 \A1;0.30 \A1;2.10 \A1;0.30 \A1;2.10 \A1;0.30 \A1;5.10 \A1;2.29 \A1;2.29 \A1;9.07 CONTRAFUERTES CONTRAFUERTES CORONA DE ALETA CORONA DE ALETA CAJAUELA NEOPRENO \A1;8.38 \A1;8.38 \A1;4.05 \A1;1.03 \A1;0.40 \A1;0.63 \A1;0.40 \A1;1.02 \A1;0.40 \A1;0.63 3 1 1 2 2B CONTRAFUERTES ZAPATA (PUNTA) 3 \A1;0.35 \A1;43.00 \A1;0.35 \A1;3.85 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;3.85 \A1;43.70 \A1;8.85 \A1;26.00 \A1;8.85 \A1;2.85 \A1;6.00 \A1;4.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;2.85 \A1;6.00 \A1;4.00 \A1;0.35 \A1;1.35 \A1;1.30 \A1;0.35 \A1;1.35 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;0.35 \A1;6.125 \A1;6.15 \A1;0.35 \A1;6.125 \A1;6.15 \A1;6.15 \A1;6.15 \A1;6.15 \A1;0.35 \A1;43.00 \A1;0.35 \A1;43.70 DETALLE - 3 ESCALA 1/20 CONECTORES PERNOS SOLDADOS Diam.= 3/4" x 3" ( 2 por fila en cada viga ) Distribuidos del modo siguiente 45 @ 0.15, 25 @ 0.25, r @ 0.35m. LOSA DE CONCRETO ARMADO f'c = 210kg/cm2. ALA SUPERIOR DE VIGA ATIEZADOR ALMA DE LA VIGA PRINCIPAL ATIEZADOR DIAFRAGMA DE ACERO TIPO A - 36 DIAFRAGMA DE ACERO TIPO A - 36 VIGA METÁLICA DE ACERO TIPO A - 36 VIGA METÁLICA DE ACERO TIPO A - 36 19.1mm. 1449mm. 500mm 500mm 900mm. 900mm 500mm 1525.4mm. 5/16 5/16 5/16 5/16 ATIEZADORES INTERMEDIOS DETALLE DE VIGA METÁLICA EN CENTRO DE LUZ ( viga tipo 2 ) CORTE D-D 5/16 5/16 5/16 5/16 5/16 5/16 5/16 5/16 50.4mm. 50.8mm. 25.4mm. 400mm. 12.70mm. 12.70mm. 875mm. 900mm. VIGA DIAFRAGMA 9.5mm. 1449 mm. 500mm 500mm 900mm. 900mm 500mm 1500mm 5/16 5/16 5/16 5/16 AJUSTE A PRESIÓN SOLO EN PATINES SOMETIDOS A TENSIÓN ( TENDRA UNA HOLGURA MÁXIMA DE 1/16" SOBRE SUPERFICIE SUPERIOR DE PATIN INFERIOR ) DETALLE DE VIGA METÁLICA EN INTERMEDIOS ( viga tipo 1 ) CORTE C-C ATIEZADORES INTERMEDIOS 25.4mm. 5/16 5/16 25.4mm. 5/16 5/16 25.4mm. 25.4mm. 5/16 5/16 0.90 5/16 5/16 ATIEZADORES INTERMEDIOS 900mm 900m 17.5 15.0 17.5 17.5 15.0 17.5 17.5 15.0 17.5 900mm 900mm 17.5 15.0 17.5 17.5 15.0 17.5 17.5 15.0 17.5 VISTA EN PLANTA VIGA PRINCIPAL CENTRAL ESCALA : 1/50 12.7mm. 1449 mm. 5/16 5/16 25.4mm. 25.4mm. 5/16 5/16 1500mm 500mm (VIGA TIPO - 2) VIGA PRINCIPAL EN SECCION D-D (VIGA TIPO - 1) VIGA PRINCIPAL EN SECCION C-C ESCALA 1/20 L = 1449mm x 150mm x 3/8" ALA SUPERIOR ALA INFERIOR ALMA ESCALA 1/20 ESCALA 1/25 ESCALA 1/25 ESCALA 1/20 C D C D P L 25.4X500X2850 25.4X500X6000 P L P L 25.4X500X350 P L 25.4X500X6000 ALA SUPERIOR ALA INFERIOR LUZ EFECTIVA 43.00m EJE DEL PUENTE ATIESADORES DIAFRAGMAS INTERMEDIAS LUZ DEL PUENTE DIAFRAGMAS DE APOYO LONGITUD DE PUENTE 45@.15, 25@.25, r @.35 CONECTORES 2 FILAS VASTAGOS DE 1/4" X3" DISTRIBUIDOS 45@0.15, 25@0.25, r@0.35 (VIGA TIPO - 1) (VIGA TIPO - 1) (VIGA TIPO - 2) CONECTORES DE CORTE CONECTORES DE CORTE AJUSTE A PRESIÓN SOLO EN PATINES SOMETIDOS A TENSIÓN ( TENDRA UNA HOLGURA MÁXIMA DE 1/16" SOBRE SUPERFICIE SUPERIOR DE PATIN INFERIOR ) 50.8mm 24.5 mm ALMA ALA INFERIOR ALA INFERIOR ELEVACION DE VIGA PRINCIPAL ESCALA : 1/100 DETALLA - 2 DETALLA - 3 DETALLE - 2 ESCALA: 1/5 VIGA PRINCIPAL TIPO 1 VIGA PRINCIPAL TIPO 2 ATIEZADORES INTERMEDIOS ATIEZADORES INTERMEDIOS 0.20 0.20 0.016 0.50 0.25 EJE DEL PUENTE 0.25 0.35 1.35 2 FILAS VASTAGOS DE 3/4" X3" DISTRIBUIDOS 45@0.15, 25@0.25, r@0.35 CONECTORES ATIEZADORES 0.35 6.125 6.15 1/2 PLANTA SUPERIOR 1/2 PLANTA INFERIOR 6.15 VIGA DIAFRACMA 43.00 43.70 LUZ EFECTIVA LONGITUD TOTAL DE VIGA 3.075 6.15 6.125 NOTA : Las vigas principales tendrán una Contraflecha de 20 cm VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA DE APOYO -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 25.4X500X6000 -596.3534343446723 25.4X500X6000 -596.3534343446723 P L 25.4X500X6000 -596.3534343446723 25.4X500X6000 -596.3534343446723 25.4X500X6000 -596.3534343446723 25.4X500X350 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 50.8X500X4000 50.8X500X6000 -596.3534343446723 50.8X500X6000 -596.3534343446723 50.8X500X6000 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 P L P L P L P L P L 50.8X500X4000 P L 25.4X500X2850 25.4X500X6000 P L -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 -596.3534343446723 ATIESADORES DIAFRAGMAS E - 01 DETALLE DE VIGA METALICA LUZ = 43 m. CONSTRUCCION PUENTE VEHICULAR ANGASMAYO OBRA : M. RICALDE T. INDICADA C.C.D AGOSTO 2006 U B I C A C I O N : DISEÑO : PLANO : PROYECTO : ESCALA : DIBUJO : LAMINA : FECHA : Lugar Distrito Provincia Región PILCHACA HUANCAVELICA ANGASMAYO HUANCAVELICA : : : : MUNICIPALIDAD DISTRITAL DE PILCHACA SUPERESTRUCTURA DEL PUENTE ANGASMAYO S/C = HL-93 MIPAR mipar22@yahoo.es M. RICALDE TORRES cm kg/cm2 kg/cm2 cm 19,0 BLS M3 M3 M3 3" a 4" Nota: Todos lo agregados deben cumplir requisitos de contenido maximo permisible de impurezas, para la cual deberan presentarse los certificados de control de DISEÑO DE MEZCLA: F'c=210 kg/Cm2. DOSIFICACION DEL CONCRETO POR METRO CUBICO 5.0 4200 fy= f'c= 210 4.0 VIGA CONCRETO (losa y Vereda) ACERO LOSA RECUBRIMIENTO ESPECIFICACIONES TECNICAS E= 0,65 0,18 0,65 CEMENTO AGUA ARENA GRUESA ENCOFRADO TRIPLAY LUPUNA (3 USOS) PIEDRA CHANCADA 3/4" 9,50 SLUMP calidad de los agregados. MM BARANDA COLUMNETA DE C°A° E - 70 ACERO DE SUPERESTRUCTURA 4080 - 5610 Kg/Cm2. 20% ( Min.) 2530 Kg/Cm2. NORMA (Acero) ALARGAMIENTO RESIST. A LA TRACCIÓN LÍMITE DE FLUENCIA ASTM - A36 SOLDADURA 3 Mils. 20cm. 4 Mils. PINTURA ANTICORROSIVA CONTRA FLECHA PINTURA ESMALTE CON TUB. DE F°G° VIGA DIAFRAGMA 500mm ALMA 12.7mm. 1449 mm. 5/16 5/16 25.4mm. 25.4mm. 5/16 5/16 1525.4mm 500mm ALA SUPERIOR ALA INFERIOR 500mm L = 1449mm x 150mm x 3/8" L = 1449mm x 150mm x 3/8" L = 1449mm x 150mm x 3/8" DIAFRAGMA DE ACERO TIPO A - 36 DIAFRAGMA DE ACERO TIPO A - 36 3.075 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 \A1;4.30 \A1;.30 \A1;3.80 \A1;8.40 \A1;1.00 \A1;9.10 \A1;2.80 \A1;12.90 \A1;4.00 \A1;4.30 \A1;.30 \A1;4.55 \A1;9.15 \A1;1.00 \A1;9.50 \A1;2.40 \A1;1.00 \A1;9.10 \A1;.40 \A1;.30 \A1;2.10 \A1;12.90 \A1;.80 \A1;.30 \A1;.45 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 1:10+30%PG Falsa zapata -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 1:10+30%PG Falsa zapata \A1;4.30 \A1;.30 \A1;3.80 \A1;8.40 \A1;1.00 \A1;9.10 \A1;2.80 \A1;12.90 \A1;4.00 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 1:10+30%PG Falsa zapata -231.4261590650227 \A1;4.00 \A1;2.60 \A1;.30 \A1;2.80 \A1;5.70 \A1;1.00 \A1;9.10 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 1:10+30%PG Falsa zapata \A1;2.80 \A1;.30 \A1;2.60 \A1;5.70 \A1;7.91 \A1;.30 \A1;2.20 \A1;.30 \A1;2.20 \A1;.30 \A1;5.30 \A1;2.80 \A1;.30 \A1;2.60 \A1;5.70 \A1;7.91 \A1;.30 \A1;2.02 \A1;8.09 \A1;.30 \A1;2.00 \A1;.30 \A1;2.95 \A1;5.55 \A1;5.70 \A1;2.33 \A1;5.30 \A1;7.91 \A1;5.70 \A1;2.33 \A1;7.91 \A1;8.09 \A1;98°43' \A1;100°13' \A1;124°47' \A1;143°43' \A1;98°43' \A1;100°13' \A1;124°47' \A1;143°43' PARAPETO CAJAUELA CONTRAFUERTES CORONA DE ALETA -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 CONTRAFUERTES CONTRAFUERTES -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 C C B B A A CONTRAFUERTES CORONA DE ALETA -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 ZAPATA (PUNTA) -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 DETALLE - 1 VIGA DIAFRAGMA VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA 3069.14 LUZ EFECTIVA 50.00m EJE DEL PUENTE Nivel Actual del Rio 3,064.320 m.s.n.m 1:10+30%PG FALSA ZAPATA 3063.30 3067.50 NAME 3072.10 NAME(EMBALSE) 1:10+30%PG FALSA ZAPATA Nivel Actual del Rio 3,064.320 m.s.n.m 3064.32 NIVEL DE RAZANTE 3074.15 DETALLE - 1 VIGA DIAFRAGMA VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA 3069.14 LUZ EFECTIVA 50.00m EJE DEL PUENTE Nivel Actual del Rio 3,064.320 m.s.n.m 1:10+30%PG FALSA ZAPATA 3063.30 3067.50 NAME 3072.10 NAME(EMBALSE) 1:10+30%PG FALSA ZAPATA Nivel Actual del Rio 3,064.320 m.s.n.m 3064.32 NIVEL DE RAZANTE 3074.15 DETALLE - 1 VIGA DIAFRAGMA VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA 3075.70 LUZ EFECTIVA 50.00m EJE DEL PUENTE Nivel Actual del Rio 3,064.320 m.s.n.m 3063.30 3067.50 NAME 3072.10 NAME(EMBALSE) 0.5 1 0.5 1 Nivel Actual del Rio 3,064.320 m.s.n.m 3064.32 NIVEL DE RAZANTE 3073.65 3059.80 3062.80 3059.80 3062.80 DETALLE - 1 VIGA DIAFRAGMA VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA 3075.70 LUZ EFECTIVA 50.00m EJE DEL PUENTE Nivel Actual del Rio 3,064.320 m.s.n.m 3063.30 3067.50 NAME 3072.10 NAME(EMBALSE) 0.5 1 0.5 1 Nivel Actual del Rio 3,064.320 m.s.n.m 3064.32 NIVEL DE RAZANTE 3073.65 3059.80 3062.80 3059.80 3062.80 \A1;3.00 \A1;4.30 \A1;.30 \A1;3.80 \A1;8.40 \A1;1.00 \A1;9.10 \A1;2.80 \A1;12.90 \A1;4.30 \A1;.30 \A1;4.55 \A1;9.15 \A1;1.00 \A1;9.50 \A1;2.40 \A1;1.00 \A1;9.10 \A1;.40 \A1;.30 \A1;2.10 \A1;12.90 \A1;2.60 \A1;.30 \A1;2.80 \A1;5.70 \A1;1.00 \A1;9.10 \A1;3.00 \A1;3.00 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 1:10+30%PG Falsa zapata -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 1:10+30%PG Falsa zapata -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 1:10+30%PG Falsa zapata \A1;3.00 \A1;1.00 \A1;9.10 \A1;2.80 \A1;5.55m. INCLINADO \A1;15.90 \A1;5.55m. INCLINADO PANTALLA PANTALLA -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 ZAPATA ZAPATA ZAPATA -231.4261590650227 FALSA FALSA FALSA ZAPATA ZAPATA ZAPATA -231.4261590650227 PANTALLA C° A° f 'c = 210 Kg/cm2 \A1;4.30 \A1;.30 \A1;4.55 \A1;9.15 \A1;1.00 \A1;9.50 \A1;2.40 \A1;1.00 \A1;9.10 \A1;.40 \A1;.30 \A1;2.10 \A1;12.90 \A1;2.60 \A1;.30 \A1;2.80 \A1;5.70 \A1;1.00 \A1;9.10 \A1;3.00 \A1;3.00 \A1;4.30 \A1;.30 \A1;3.80 \A1;8.40 \A1;1.00 \A1;9.10 \A1;2.80 \A1;12.90 \A1;3.00 \A1;.30 \A1;1.25 \A1;.30 \A1;.30 \A1;.80 \A1;.30 \A1;.45 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 1:10+30%PG Falsa zapata -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 1:10+30%PG Falsa zapata -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 1:10+30%PG Falsa zapata -231.4261590650227 \A1;.65 \A1;2.80 \A1;.30 \A1;2.60 \A1;5.70 \A1;7.91 \A1;.30 \A1;2.20 \A1;.30 \A1;2.20 \A1;.30 \A1;5.30 \A1;2.80 \A1;.30 \A1;2.60 \A1;5.70 \A1;7.91 \A1;.30 \A1;2.02 \A1;8.09 \A1;.30 \A1;2.00 \A1;.30 \A1;2.95 \A1;5.55 PARAPETO CAJAUELA CONTRAFUERTES CORONA DE ALETA -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 CONTRAFUERTES CONTRAFUERTES -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 C C B B A A CONTRAFUERTES CORONA DE ALETA -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 -231.4261590650227 ZAPATA (PUNTA) -231.4261590650227 HB CONTRATISTAS GENERALES \A1;0.75 \A1;0.30 \A1;0.40 \A1;0.20 \A1;1.40 \A1;12.65 \A1;0.40 \A1;0.30 \A1;2.15 \A1;0.20 \A1;1.40 \A1;13.05 \A1;2.45 \A1;5.45 \A1;0.30 \A1;6.50 \A1;12.25 \A1;0.20 \A1;16.90 \A1;0.30 \A1;1.15 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 SOLADO C:H , 1:10 \A1;16.90 \A1;0.20 \A1;1.40 \A1;12.65 \A1;0.40 \A1;0.30 \A1;2.15 \A1;0.20 \A1;1.40 \A1;12.65 \A1;2.85 \A1;5.45 \A1;0.30 \A1;6.20 \A1;11.95 \A1;0.30 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 SOLADO C:H , 1:10 -181.4108868063369 \A1;0.20 \A1;1.40 \A1;12.65 \A1;0.20 \A1;1.40 \A1;12.65 \A1;3.60 \A1;0.30 \A1;5.10 \A1;9.00 \A1;14.05 \A1;0.30 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 SOLADO C:H , 1:10 \A1;5.30 \A1;9.84 \A1;2.31 \A1;2.31 \A1;9.42 \A1;9.42 \A1;9.00 \A1;9.00 \A1;128°18' \A1;128°18' \A1;96°42' \A1;96°42' \A1;94°3' \A1;139°3' \A1;139°3' \A1;94°3' \A1;3.60 \A1;0.30 \A1;5.10 \A1;3.60 \A1;0.30 \A1;5.10 \A1;5.30 \A1;0.30 \A1;2.20 \A1;0.30 \A1;2.20 \A1;0.30 \A1;9.84 \A1;2.31 \A1;2.31 \A1;9.42 \A1;9.42 \A1;0.30 \A1;2.00 \A1;0.30 \A1;3.77 \A1;0.30 \A1;2.00 \A1;0.30 \A1;3.77 \A1;0.30 \A1;4.70 \A1;0.30 \A1;45°0' \A1;45°0' \A1;6.37 \A1;0.30 \A1;9.00 PARAPETO CAJAUELA CONTRAFUERTES CONTRAFUERTES C C B B A A CORONA DE ALETA ZAPATA (PUNTA) -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 CONTRAFUERTES CONTRAFUERTES CORONA DE ALETA -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 \A1;1.40 \A1;12.65 \A1;2.85 \A1;16.90 \A1;0.20 PANTALLA PANTALLA PANTALLA -181.4108868063369 -181.4108868063369 -181.4108868063369 6.37m. INCLINADO -181.4108868063369 ZAPATA 6.37m. INCLINADO ZAPATA ZAPATA -181.4108868063369 solado 2 % 2 % e= 5.00 cm. CARPETA ASFÁLTICA VEREDA f'c = 210 kg/cm2. LOSA PRINCIPAL DE C°A° VEREDA TUBO DE DRENAJE PVC DE 3" @ 2.5m. DIAFRAGMA DE ACERO TIPO A - 36 DIAFRAGMA DE ACERO TIPO A - 36 VIGA METÁLICA DE ACERO TIPO A - 36 VIGA METÁLICA DE ACERO TIPO A - 36 19.1mm 5/16 5/16 5/16 5/16 5/16 5/16 5/16 5/16 5/16 5/16 5/16 5/16 19.1mm \A1;1.40 \A1;12.65 \A1;2.85 \A1;16.90 \A1;0.20 PANTALLA PANTALLA PANTALLA -181.4108868063369 -181.4108868063369 -181.4108868063369 6.37m. INCLINADO -181.4108868063369 ZAPATA 6.37m. INCLINADO ZAPATA ZAPATA -181.4108868063369 2 % 2 % e= 5.00 cm. CARPETA ASFÁLTICA VEREDA f'c = 210 kg/cm2. LOSA PRINCIPAL DE C°A° VEREDA TUBO DE DRENAJE PVC DE 3" @ 2.5m. DIAFRAGMA DE ACERO TIPO A - 36 DIAFRAGMA DE ACERO TIPO A - 36 VIGA METÁLICA DE ACERO TIPO A - 36 VIGA METÁLICA DE ACERO TIPO A - 36 19.1mm 5/16 5/16 5/16 5/16 5/16 5/16 5/16 5/16 5/16 5/16 5/16 5/16 19.1mm C° A° f 'c = 210 Kg/cm2 SOLADO C:H , 1:10 \A1;0.60 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;0.55 \A1;0.60 \A1;0.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;0.50 \A1;0.55 \A1;0.60 \A1;52.00 \A1;0.55 \A1;53.15 \A1;10.60 \A1;32.00 \A1;10.55 \A1;4.60 \A1;6.00 \A1;1.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;1.00 \A1;6.00 \A1;4.55 \A1;52.00 \A1;2.60 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;2.55 \A1;0.60 \A1;0.55 \A1;53.15 \A1;1.45 \A1;0.30 \A1;4.70 \A1;0.30 \A1;0.30 \A1;0.70 \A1;0.50 \A1;0.90 \A1;0.50 \A1;0.90 \A1;0.50 \A1;0.70 \A1;0.30 \A1;5.30 \A1;0.30 \A1;1.15 \A1;1.45 NEOPRENO EJE LONG. DEL PUENTE -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 PARAPETO EJE LONG. DEL PUENTE DISTRIBUCION DE NEOPRENO EN CAJUELA DERECHO VISTA EN PLANTA ESC 1/50 \A1;0.30 \A1;4.70 \A1;0.30 \A1;0.30 \A1;0.70 \A1;0.50 \A1;0.90 \A1;0.50 \A1;0.90 \A1;0.50 \A1;0.70 \A1;0.30 \A1;5.30 \A1;0.30 \A1;1.15 \A1;1.45 NEOPRENO EJE LONG. DEL PUENTE -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 PARAPETO EJE LONG. DEL PUENTE DISTRIBUCION DE NEOPRENO EN CAJUELA DE ESTRIBOS VISTA EN PLANTA ESC 1/50 12 12 \A1;0.30 \A1;4.70 \A1;0.30 \A1;0.30 \A1;0.70 \A1;0.50 \A1;0.90 \A1;0.50 \A1;0.90 \A1;0.50 \A1;0.70 \A1;0.30 \A1;5.30 \A1;0.30 \A1;1.15 \A1;1.45 NEOPRENO EJE LONG. DEL PUENTE -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 PARAPETO EJE LONG. DEL PUENTE DISTRIBUCION DE NEOPRENO EN CAJUELA DERECHO VISTA EN PLANTA ESC 1/50 12 12 \A1;0.30 \A1;4.70 \A1;0.30 \A1;0.30 \A1;0.70 \A1;0.50 \A1;0.90 \A1;0.50 \A1;0.90 \A1;0.50 \A1;0.70 \A1;0.30 \A1;5.30 \A1;0.30 \A1;1.15 \A1;1.45 NEOPRENO EJE LONG. DEL PUENTE -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 PARAPETO EJE LONG. DEL PUENTE DISTRIBUCION DE NEOPRENO EN CAJUELA DE ESTRIBOS VISTA EN PLANTA ESC 1/50 \A1;1.15 \A1;0.30 \A1;1.45 \A1;0.40 \A1;2.15 EJE LONG. DEL PUENTE -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 SOLADO C:H , 1:10 DSECCION CAJUELA CORTE 12-12 As Ø1/2"@0.20 As Ø1/2"@0.25 As Ø5/8"@0.25 As Ø1/2"@0.30 As Ø1/2"@0.20 As Ø1/2"@0.20 DISTRIBUCION DE ACERO EN CAJULA ESC 1/50 \A1;1.40 \A1;12.65 \A1;2.85 \A1;16.90 \A1;0.20 PANTALLA PANTALLA PANTALLA -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 ZAPATA ZAPATA ZAPATA -181.4108868063369 VIGA DIAFRAGMA 2 % 2 % e= 5.00 cm. CARPETA ASFÁLTICA f'c = 210 kg/cm2. LOSA PRINCIPAL DE C°A° SOLADO C:H , 1:10 \A1;1.40 \A1;12.65 \A1;2.85 \A1;16.90 \A1;0.20 PANTALLA PANTALLA PANTALLA -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 ZAPATA ZAPATA ZAPATA -181.4108868063369 VIGA DIAFRAGMA 2 % 2 % e= 5.00 cm. CARPETA ASFÁLTICA f'c = 210 kg/cm2. LOSA PRINCIPAL DE C°A° SOLADO C:H , 1:10 \A1;1.40 \A1;12.65 \A1;2.85 \A1;16.90 \A1;0.20 PANTALLA PANTALLA PANTALLA -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 ZAPATA ZAPATA ZAPATA -181.4108868063369 VIGA DIAFRAGMA 2 % 2 % e= 5.00 cm. CARPETA ASFÁLTICA f'c = 210 kg/cm2. LOSA PRINCIPAL DE C°A° SOLADO C:H , 1:10 C° A° f 'c = 210 Kg/cm2 \A1;0.30 \A1;4.70 \A1;0.30 \A1;0.30 \A1;1.00 \A1;0.50 \A1;1.70 \A1;0.50 \A1;1.00 \A1;0.30 \A1;5.30 \A1;0.30 \A1;1.15 \A1;1.45 \A1;0.45 NEOPRENO EJE LONG. DEL PUENTE -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 PARAPETO EJE LONG. DEL PUENTE DISTRIBUCION DE NEOPRENO EN CAJUELA DE ESTRIBOS VISTA EN PLANTA ESC 1/50 -181.4108868063369 \A1;\U+22052.05 \A1;2.05 \A1;2.20 \A1;75 d 1" \A1;0.70 \A1;0.69 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.32 \A1;4.16 \A1;0.50 \A1;0.97 \A1;2.62 \A1;0.50 \A1;0.97 \A1;.03 \A1;.03 \A1;.03 \A1;.03 \A1;.03 \A1;.03 \A1;.03 \A1;.03 \A1;0.10 \A1;1.20 \A1;1.20 \A1;10.75 \A1;2.30 \A1;0.50 \A1;1.20 \A1;1.65 \A1;2.20 \A1;1.65 \A1;5.50 \A1;0.15 \A1;0.15 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 EJE EJE Viga Losa Viga Metalica \LCORTE N - N \lESCALA 1/75 SOLADO C:H , 1:10 \A1;10.75 \A1;0.25 \A1;0.60 \A1;0.60 \A1;0.50 \A1;10.75 \A1;2.30 \A1;0.80 \A1;1.05 \A1;0.45 \A1;3.40 \A1;0.45 \A1;4.30 \A1;9.50 \A1;3.65 \A1;2.20 \A1;3.65 \A1;2.30 \A1;0.60 \A1;0.25 \A1;1.10 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 \LCORTE L - L \lESCALA 1/75 SOLADO C:H , 1:10 2 % 2 % e= 5.00 cm. CARPETA ASFÁLTICA VEREDA f'c = 210 kg/cm2. LOSA PRINCIPAL DE C°A° VEREDA DIAFRAGMA DE ACERO TIPO A - 36 DIAFRAGMA DE ACERO TIPO A - 36 19.1mm 19.1mm \LCORTE Ñ - Ñ \lESCALA 1/50 VIGA DIAFRAGMA 2 % 2 % e= 5.00 cm. CARPETA ASFÁLTICA f'c = 210 kg/cm2. LOSA PRINCIPAL DE C°A° \LCORTE M - M \lESCALA 1/50 \A1;9.50 \A1;5.50 \A1;0.45 \A1;3.40 \A1;0.45 \A1;2.50 \A1;2.20 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 L L N N \LVISTA EN PLANTA DEL PILAR \lESCALA 1/75 \A1;1.20 \A1;0.10 \A1;1.20 -181.4108868063369 -181.4108868063369 -181.4108868063369 Ñ Ñ M M \LVISTA EN PLANTA DE CAJUELA DEL PILAR\l ESCALA 1/50 Viga Metalica Viga Losa \A1;2.25 \A1;2.25 \A1;5.00 \A1;0.50 \A1;0.50 \A1;1.00 \LCORTE L - L \lESCALA 1/75 -181.4108868063369 -181.4108868063369 -181.4108868063369 As Ø 5/8"@0.30m As Ø 5/8"@0.30m As Ø 1-3/8"@0.30m As Ø 1-3/8"@0.225m As Ø 5/8"@0.30m -181.4108868063369 -181.4108868063369 VER DETALLE Q Q -181.4108868063369 DETALLE DE ESPIRAL ESCALA 1/25 Suncho d 5/8" Paso 6.0 cm -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 \A1;2.25 \A1;5.00 \A1;2.25 \A1;5.50 -181.4108868063369 -181.4108868063369 -181.4108868063369 As Ø 5/8"@0.30m As Ø 5/8"@0.30m As Ø 1-3/8"@0.30m -181.4108868063369 As Ø 3/8"@0.225m \LACERO EN ZAPATA DE PILAR \lESCALA 1/50 -181.4108868063369 -181.4108868063369 -181.4108868063369 -181.4108868063369 Suncho d 5/8" Paso 6.0 cm ESCALA 1/50 CORTE Q-Q (Detalle seccion columna) \A1;\U+22052.05 \A1;2.05 \A1;2.20 -181.4108868063369 -181.4108868063369 -181.4108868063369 40 d 1" Suncho d 5/8" Paso 6.0 cm ESCALA 1/50 CORTE Q-Q (Detalle seccion columna) \A1;2.10 \A1;1.94 Nivel Actual del Rio 2,243.10 m.s.n.m Cota del lecho del Rio 2,241.43 m.s.n.m Area 24.667 m2 Area en máxima crecida 300.317 m2 Nivel Maxima Crecida 2,249.29 m.s.n.m cota razante 2,253.33 -181.4108868063369 -181.4108868063369 LUZ EFECTIVA 52.00m 80.00 m. SOLADO C:H , 1:10 cota razante 2,236.23 cota razante 2,236.23 SOLADO C:H , 1:10 SOLADO C:H , 1:10 Cota de Base de Viga 2,251.23 m.s.n.m EJE VIGA LOSA Cº EJE VIGA LOSA Cº EJE VIGA METALICA EJE VIGA METALICA 2 % 2 % e= 5.00 cm. CARPETA ASFÁLTICA VEREDA 0.40 0.50 0.40 f'c = 210 kg/cm2. LOSA PRINCIPAL DE C°A° VEREDA TUBO DE DRENAJE PVC DE 3" @ 2.5m. TUBO DE FG DE 2" TUBO DE FG DE 3" 0.50 0.50 0.90 0.90 0.50 0.50 0.40 1.00 5.30 0.50 0.75 1.40 1.40 0.75 0.50 0.50 0.50 3.60 1.80 1.80 0.80 0.05 0.05 5.30 0.80 0.05 0.15 0.20 1.90 0.90 DIAFRAGMA DE ACERO TIPO A - 36 DIAFRAGMA DE ACERO TIPO A - 36 VIGA METÁLICA DE ACERO TIPO A - 36 VIGA METÁLICA DE ACERO TIPO A - 36 19.1mm 1862mm 5/16 5/16 5/16 5/16 5/16 5/16 5/16 5/16 5/16 5/16 5/16 5/16 19.1mm 19.1mm 19.1mm 1.00 ATIEZADORES INTERMEDIOS L = 1812mm x 175mm x 1/2" VIGA METALICA ACERO A-36 \A1;2.10 \A1;1.94 Nivel Actual del Rio 2,243.10 m.s.n.m Cota del lecho del Rio 2,241.43 m.s.n.m Area 24.667 m2 Area en máxima crecida 300.317 m2 Nivel Maxima Crecida 2,249.29 m.s.n.m cota razante 2,253.33 -181.4108868063369 -181.4108868063369 LUZ EFECTIVA 52.00m 80.00 m. SOLADO C:H , 1:10 cota razante 2,236.23 cota razante 2,236.23 SOLADO C:H , 1:10 SOLADO C:H , 1:10 Cota de Base de Viga 2,251.23 m.s.n.m EJE VIGA LOSA Cº EJE VIGA LOSA Cº EJE VIGA METALICA EJE VIGA METALICA \A1;26.70 \A1;52.00 \A1;2.10 \A1;1.94 Nivel Actual del Rio 2,243.10 m.s.n.m Cota del lecho del Rio 2,241.43 m.s.n.m Area 24.667 m2 Nivel Maxima Crecida 2,249.29 m.s.n.m cota razante 2,253.33 -181.4108868063369 -181.4108868063369 LUZ EFECTIVA DEL=80.00 m. SOLADO C:H , 1:10 cota razante 2,236.23 cota razante 2,236.23 SOLADO C:H , 1:10 SOLADO C:H , 1:10 Nivel Maxima Crecida 2,251.23 m.s.n.m EJE VIGA LOSA Cº EJE VIGA LOSA Cº EJE VIGA METALICA EJE VIGA METALICA -181.4108868063369 -181.4108868063369 \A1;2.10 \A1;1.94 \A1;26.70 \A1;52.00 2268 Nivel Actual del Rio 2,243.10 m.s.n.m 30 40 50 60 70 80 90 100 110 120 130 Cota del lecho del Rio 2,241.43 m.s.n.m Nivel Maxima Crecida 2,249.29 m.s.n.m cota razante 2,253.33 1484.129456866272 1484.129456866272 LUZ EFECTIVA 52.00m SOLADO C:H , 1:10 cota razante 2,236.23 cota razante 2,236.23 SOLADO C:H , 1:10 SOLADO C:H , 1:10 2236 2240 2244 2248 2252 2256 2260 2264 EJE VIGA LOSA Cº EJE VIGA LOSA Cº EJE VIGA METALICA EJE VIGA METALICA Cota de Base de Viga 2,251.23 m.s.n.m LUZ EFECTIVA DEL=80.00 m. 1484.129456866272 1484.129456866272 \A1;0.24 \A1;0.48 \A1;2.10 \A1;1.94 2236 2240 2244 2248 2252 2256 2260 2264 2268 2272 2276 2280 2284 2288 2292 Nivel Actual del Rio 2,243.10 m.s.n.m 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 2292 2288 2284 2280 2276 2272 2268 2264 2260 2256 2252 2248 2244 2240 2236 Cota del lecho del Rio 2,241.43 m.s.n.m Area 24.667 m2 Area en máxima crecida 300.317 m2 Nivel Maxima Crecida 2,249.29 m.s.n.m cota razante 2,253.33 1484.129456866272 1484.129456866272 LUZ EFECTIVA 52.00m 80.00 m. SOLADO C:H , 1:10 cota razante 2,236.23 cota razante 2,236.23 SOLADO C:H , 1:10 SOLADO C:H , 1:10 Nivel Maxima Crecida 2,251.23 m.s.n.m 1484.129456866272 1484.129456866272 \A1;2.10 \A1;1.94 2236 2240 2244 2248 2252 2256 2260 2264 2268 2272 2276 2280 2284 2288 2292 Nivel Actual del Rio 2,243.10 m.s.n.m 20 30 40 50 60 70 80 90 100 110 120 130 140 2292 2288 2284 2280 2276 2272 2268 2264 2260 2256 2252 2248 2244 2240 2236 Cota del lecho del Rio 2,241.43 m.s.n.m Nivel Maxima Crecida 2,249.29 m.s.n.m cota razante 2,253.33 1484.129456866272 1484.129456866272 80.00 m. SOLADO C:H , 1:10 cota razante 2,236.23 cota razante 2,236.23 SOLADO C:H , 1:10 SOLADO C:H , 1:10 Nivel Maxima Crecida 2,251.23 m.s.n.m 2236 2240 2244 2248 2252 2256 2260 2264 2268 2272 2276 2280 2284 2288 2292 Nivel Actual del Rio 2,243.10 m.s.n.m 20 30 40 50 60 70 80 90 100 110 120 130 140 2292 2288 2284 2280 2276 2272 2268 2264 2260 2256 2252 2248 2244 2240 2236 Cota del lecho del Rio 2,241.43 m.s.n.m Nivel Maxima Crecida 2,249.29 m.s.n.m \A1;2.10 \A1;1.94 \A1;26.70 \A1;52.00 2268 Nivel Actual del Rio 2,243.10 m.s.n.m 30 40 50 60 70 80 90 100 110 120 130 Cota del lecho del Rio 2,241.43 m.s.n.m Nivel Maxima Crecida 2,249.29 m.s.n.m cota razante 2,253.33 1484.129456866272 1484.129456866272 LUZ EFECTIVA 52.00m SOLADO C:H , 1:10 cota razante 2,236.23 cota razante 2,236.23 SOLADO C:H , 1:10 SOLADO C:H , 1:10 2236 2240 2244 2248 2252 2256 2260 2264 EJE VIGA LOSA Cº EJE VIGA LOSA Cº EJE VIGA METALICA EJE VIGA METALICA Cota de Base de Viga 2,251.23 m.s.n.m LUZ EFECTIVA DEL=80.00 m. 1484.129456866272 1484.129456866272 \A1;2.20 \A1;2.05 \A1;2.05 40 d 1-3/8" Suncho d 5/8" Paso 6.0 cm ESCALA 1/50 CORTE Q-Q (Detalle seccion columna) 1484.129456866272 1484.129456866272 1484.129456866272 DETALLE R-R \A1;14.16 \A1;0.50 1484.129456866272 1484.129456866272 As Ø 1-3/8"@0.225m 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 As Ø 1-3/8"@0.225m \A1;1.75 \A1;0.20 \A1;0.20 VIGA DIAFRAGMA DE APOYO 1484.129456866272 1484.129456866272 1484.129456866272 \A1;26.70 \A1;52.00 \A1;2.10 \A1;1.94 Nivel Actual del Rio 2,243.10 m.s.n.m Cota del lecho del Rio 2,241.43 m.s.n.m Area 24.667 m2 Nivel Maxima Crecida 2,249.29 m.s.n.m cota razante 2,253.33 1484.129456866272 1484.129456866272 LUZ EFECTIVA DEL=80.00 m. SOLADO C:H , 1:10 cota razante 2,236.23 cota razante 2,236.23 SOLADO C:H , 1:10 SOLADO C:H , 1:10 Cota Base de Viga 2,251.23 m.s.n.m EJE VIGA LOSA Cº EJE VIGA LOSA Cº EJE VIGA METALICA EJE VIGA METALICA 1484.129456866272 1484.129456866272 \A1;5.30 \A1;9.84 \A1;2.31 \A1;2.31 \A1;9.42 \A1;9.42 \A1;9.00 \A1;9.00 \A1;128°18' \A1;128°18' \A1;96°42' \A1;96°42' \A1;94°3' \A1;139°3' \A1;139°3' \A1;94°3' VIGA DIAFRAGMA DE APOYO LUZ EFECTIVA 52.00m VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 DIAFRAGMAS DE APOYO 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 ATIESADORES 1484.129456866272 1484.129456866272 1484.129456866272 DIAFRAGMAS DE APOYO 1484.129456866272 LONGITUD DE PUENTE 1484.129456866272 1484.129456866272 1484.129456866272 P L 19.1X500X4600 ALA INFERIOR 1484.129456866272 (VIGA TIPO - 1) (VIGA TIPO - 2) (VIGA TIPO - 1) 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 P L 19.1X500X6000 P L 50.9X500X1000 P L 50.9X500X6000 P L 50.9X500X6000 P L 50.9X500X6000 P L 50.9X500X6000 P L 50.9X500X6000 P L 50.9X500X1000 P L 19.1X500X6000 P L 19.1X500X4550 1484.129456866272 P L 19.1X500X2600 ALA SUPERIOR 1484.129456866272 1484.129456866272 P L 19.1X500X6000 1484.129456866272 19.1X500X6000 1484.129456866272 19.1X500X6000 1484.129456866272 P L 19.1X500X6000 1484.129456866272 P L 19.1X500X6000 1484.129456866272 P L 19.1X500X6000 1484.129456866272 P L 19.1X500X6000 1484.129456866272 P L 19.1X500X6000 1484.129456866272 P L 19.1X500X2550 P L P L 1484.129456866272 1484.129456866272 LUZ DEL PUENTE 1484.129456866272 2 FILAS VASTAGOS DE 3/4" X3" DISTRIBUIDOS 45@0.15, 25@0.25, r@0.35 45@.15, 25@.25, r @.35 CONECTORES C C D D 1484.129456866272 \A1;0.30 \A1;4.70 \A1;0.30 \A1;0.30 \A1;1.00 \A1;0.50 \A1;1.70 \A1;0.50 \A1;1.00 \A1;0.30 \A1;5.30 \A1;0.30 \A1;1.15 \A1;1.45 \A1;0.45 NEOPRENO 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 PARAPETO EJE LONG. DEL PUENTE 1484.129456866272 \A1;0.30 \A1;4.70 \A1;0.30 \A1;0.30 \A1;0.70 \A1;0.50 \A1;0.90 \A1;0.50 \A1;0.90 \A1;0.50 \A1;0.70 \A1;0.30 \A1;5.30 \A1;0.30 \A1;1.15 \A1;1.45 NEOPRENO EJE LONG. DEL PUENTE 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 PARAPETO EJE LONG. DEL PUENTE 12 12 \A1;1.15 \A1;0.30 \A1;1.45 \A1;0.40 \A1;2.15 EJE LONG. DEL PUENTE 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 SOLADO C:H , 1:10 As Ø1/2"@0.20 As Ø1/2"@0.25 As Ø5/8"@0.25 As Ø1/2"@0.30 As Ø1/2"@0.20 As Ø1/2"@0.20 \A1;0.30 \A1;4.70 \A1;0.30 \A1;0.30 \A1;1.00 \A1;0.50 \A1;1.70 \A1;0.50 \A1;1.00 \A1;0.30 \A1;5.30 \A1;0.30 \A1;1.15 \A1;1.45 \A1;0.45 NEOPRENO 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 PARAPETO EJE LONG. DEL PUENTE 1484.129456866272 \A1;0.30 \A1;4.70 \A1;0.30 \A1;0.30 \A1;1.00 \A1;0.50 \A1;1.70 \A1;0.50 \A1;1.00 \A1;0.30 \A1;5.30 \A1;0.30 \A1;1.15 \A1;1.45 \A1;0.45 NEOPRENO 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 PARAPETO EJE LONG. DEL PUENTE 1484.129456866272 \A1;0.30 \A1;4.70 \A1;0.30 \A1;0.30 \A1;0.70 \A1;0.50 \A1;0.90 \A1;0.50 \A1;0.90 \A1;0.50 \A1;0.70 \A1;0.30 \A1;5.30 \A1;0.30 \A1;1.15 \A1;1.45 NEOPRENO EJE LONG. DEL PUENTE 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 PARAPETO EJE LONG. DEL PUENTE 12 12 \A1;1.15 \A1;0.30 \A1;1.45 \A1;0.40 \A1;2.15 EJE LONG. DEL PUENTE 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 SOLADO C:H , 1:10 \A1;0.60 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;0.55 \A1;0.60 \A1;0.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;0.50 \A1;0.55 \A1;0.60 \A1;52.00 \A1;0.55 \A1;53.15 \A1;10.60 \A1;32.00 \A1;10.55 \A1;4.60 \A1;6.00 \A1;1.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;1.00 \A1;6.00 \A1;4.55 \A1;52.00 \A1;2.60 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;2.55 \A1;0.60 \A1;0.55 \A1;53.15 \A1;1.45 VIGA DIAFRAGMA DE APOYO LUZ EFECTIVA 52.00m VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 DIAFRAGMAS DE APOYO 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 ATIESADORES 1484.129456866272 1484.129456866272 1484.129456866272 DIAFRAGMAS DE APOYO 1484.129456866272 LONGITUD DE PUENTE 1484.129456866272 1484.129456866272 1484.129456866272 P L 19.1X500X4600 ALA INFERIOR 1484.129456866272 (VIGA TIPO - 1) (VIGA TIPO - 2) (VIGA TIPO - 1) 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 P L 19.1X500X6000 P L 50.9X500X1000 P L 50.9X500X6000 P L 50.9X500X6000 P L 50.9X500X6000 P L 50.9X500X6000 P L 50.9X500X6000 P L 50.9X500X1000 P L 19.1X500X6000 P L 19.1X500X4550 1484.129456866272 P L 19.1X500X2600 ALA SUPERIOR 1484.129456866272 1484.129456866272 P L 19.1X500X6000 1484.129456866272 19.1X500X6000 1484.129456866272 19.1X500X6000 1484.129456866272 P L 19.1X500X6000 1484.129456866272 P L 19.1X500X6000 1484.129456866272 P L 19.1X500X6000 1484.129456866272 P L 19.1X500X6000 1484.129456866272 P L 19.1X500X6000 1484.129456866272 P L 19.1X500X2550 P L P L 1484.129456866272 1484.129456866272 LUZ DEL PUENTE 1484.129456866272 2 FILAS VASTAGOS DE 3/4" X3" DISTRIBUIDOS 45@0.15, 25@0.25, r@0.35 45@.15, 25@.25, r @.35 CONECTORES C C D D 1484.129456866272 0,10 1,70 1,70 1,70 1,70 1,70 1,70 1,70 1,70 1,70 1,70 0,30 0,10 20,50 0,30 0,30 0,30 0,30 0,30 0,30 0,30 0,30 0,30 0,30 \A1;1.90 \A1;3.75 \A1;3.75 \A1;3.75 \A1;3.75 \A1;1.90 \A1;18.80 \A1;0.20 \A1;1.00 \A1;0.20 \A1;1.00 \A1;0.60 \A1;0.10 \A1;1.15 \A1;0.10 \A1;1.15 \A1;0.10 \A1;1.15 \A1;0.10 \A1;1.15 \A1;0.10 \A1;1.15 \A1;0.10 \A1;1.15 \A1;0.10 \A1;1.15 \A1;0.10 \A1;1.15 \A1;0.10 \A1;1.15 \A1;0.10 \A1;1.15 \A1;0.10 \A1;1.15 \A1;0.10 \A1;1.15 \A1;0.10 \A1;1.15 \A1;0.10 \A1;1.15 \A1;0.10 \A1;0.60 \A1;18.80 \A1;0.95 \A1;1.70 \A1;1.70 \A1;0.95 \A1;5.30 \A1;0.85 \A1;0.20 \A1;1.50 \A1;0.20 \A1;1.50 \A1;0.20 \A1;0.85 \A1;1.90 \A1;3.75 \A1;3.75 \A1;3.75 \A1;3.75 \A1;1.90 BARROTES TRASVERSALES DE 4" x 8" x 17.4' A 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 LARGEROS DE 8" x 16" x 52.17' 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 ESC. 1/75 PLANTA A ESC. 1/75 CORTE A - A 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 VIGA DIAFRAGMA TAPAJUNTA TUBO DE FIERRO GALVANIZADO Ø 2" TUBO DE FIERRO GALVANIZADO Ø 3" VIGA DIAFRAGMA N.A.M.E. 2777.60 2779.20 SOLADO SOLADO PUNTALES DE 16" x 10' PUNTALES DE 16" x 10' 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 LARGUEROS DE 8" x16"*x 62' BARROTES TRASVERSALES DE 4" x 8" x 17.4' 753.9505620251235 SOLADO DE Cº f´c= 140kg/cm2 DE 1.0 x 1.0 x 0.20m. 753.9505620251235 753.9505620251235 TABLONES 8" x2"*x 62' PUNTALES DE 16" x 10' SOLADO DE Cº f´c= 140kg/cm2 DE 1.0 x 1.0 x 0.20m. 753.9505620251235 753.9505620251235 \A1;.22 \A1;.10 \A1;1.15 \A1;.10 \A1;1.15 \A1;.10 \A1;1.15 \A1;.10 \A1;1.15 \A1;.10 \A1;1.15 \A1;.10 \A1;1.15 \A1;.10 \A1;1.15 \A1;.10 \A1;1.15 \A1;.10 \A1;1.15 \A1;.10 \A1;1.15 \A1;.10 \A1;1.15 \A1;.10 \A1;1.15 \A1;.10 \A1;1.15 \A1;.10 \A1;1.15 \A1;.10 \A1;1.15 \A1;25.55 \A1;.95 \A1;1.70 \A1;1.70 \A1;.95 \A1;5.30 \A1;.85 \A1;.20 \A1;1.50 \A1;.20 \A1;1.50 \A1;.20 \A1;.85 \A1;1.52 \A1;3.75 \A1;3.75 \A1;3.75 \A1;3.75 \A1;.10 \A1;1.15 \A1;.10 \A1;1.15 \A1;.10 \A1;1.15 \A1;.10 \A1;1.15 \A1;.10 \A1;1.15 \A1;.10 \A1;.22 \A1;3.75 \A1;3.75 \A1;1.52 \A1;2.10 \A1;1.94 \A1;26.70 \A1;52.00 \A1;25.55 \A1;3.75 \A1;1.52 \A1;3.75 \A1;3.75 \A1;3.75 \A1;3.75 \A1;3.75 \A1;1.52 BARROTES TRASVERSALES DE 4" x 8" x 17.4' A 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 LARGEROS DE 8" x 16" x 52.17' 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 ESC. 1/75 PLANTA A 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 Nivel Actual del Rio 2,243.10 m.s.n.m Cota del lecho del Rio 2,241.43 m.s.n.m Area 24.667 m2 Nivel Maxima Crecida 2,249.29 m.s.n.m cota razante 2,253.33 1484.129456866272 1484.129456866272 LUZ EFECTIVA DEL=80.00 m. SOLADO C:H , 1:10 cota razante 2,236.23 cota razante 2,236.23 SOLADO C:H , 1:10 SOLADO C:H , 1:10 EJE VIGA LOSA Cº EJE VIGA LOSA Cº EJE VIGA METALICA EJE VIGA METALICA 1484.129456866272 1484.129456866272 1484.129456866272 RELLENO 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 1484.129456866272 SOLADO DE Cº f´c= 140kg/cm2 DE 1.0 x 1.0 x 0.20m. LARGUEROS DE 8" x16"x 25.55m TABLONES 8" x2"*x 62' PUNTALES DE 16" x 4m PUNTALES DE 16" x 5m PUNTALES DE 16" x 6m PUNTALES DE 16" x 6m PUNTALES DE 16" x 6m PUNTALES DE 16" x 6m BARROTES TRASVERSALES DE 4" x 10" x 17.4' A A PUENTE EN PLANTA ESCALA 1/100 NEOPRENO BARANDA TUBO DE DRENAJE PVC DE 3" @ 2.50M Q B B RIO PAMPAS LUZ EFECTIVA DEL PUENTE =80.00m LUZ EFECTIVA DE VIGA CºAº= 26.70.00m TRAMO -01 LUZ EFECTIVA DE VIGA METALICA= 52.00m TRAMO -02 A A PUENTE EN PLANTA ESCALA 1/100 BARANDA TUBO DE DRENAJE PVC DE 3" @ 2.50M Q B B RIO PAMPAS LUZ EFECTIVA DEL PUENTE =80.00m LUZ EFECTIVA DE VIGA CºAº= 26.70.00m TRAMO -01 LUZ EFECTIVA DE VIGA METALICA= 52.00m TRAMO -02 B' B' 2 % 2 % e= 5.00 cm. CARPETA ASFÁLTICA VEREDA 0.40 0.50 0.40 f'c = 210 kg/cm2. LOSA PRINCIPAL DE C°A° TUBO DE DRENAJE PVC DE 3" @ 2.5m. TUBO DE FG DE 2" TUBO DE FG DE 3" 0.50 0.50 0.90 0.90 0.50 0.50 0.40 1.00 5.30 0.50 0.75 1.40 1.40 0.75 0.50 0.50 0.50 3.60 1.80 1.80 0.80 0.05 0.05 5.30 0.80 0.05 0.15 0.20 1.90 0.90 DIAFRAGMA DE ACERO TIPO A - 36 VIGA METÁLICA DE ACERO TIPO A - 36 1862mm 5/16 5/16 5/16 5/16 5/16 5/16 19.1mm 19.1mm 19.1mm 1.00 ATIEZADORES INTERMEDIOS L = 1812mm x 175mm x 1/2" VIGA METALICA ACERO A-36 ESC. 1/25 CORTE A - A \A1;.65 \A1;2.80 \A1;.30 \A1;2.60 \A1;5.70 \A1;7.91 \A1;.30 \A1;2.20 \A1;.30 \A1;2.20 \A1;.30 \A1;5.30 \A1;2.80 \A1;.30 \A1;2.60 \A1;5.70 \A1;7.91 \A1;.30 \A1;2.02 \A1;8.09 \A1;.30 \A1;2.00 \A1;.30 \A1;2.95 \A1;5.55 PARAPETO CAJAUELA CONTRAFUERTES CORONA DE ALETA 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 CONTRAFUERTES CONTRAFUERTES 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 C C B B A A CONTRAFUERTES CORONA DE ALETA 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 ZAPATA (PUNTA) 269.9792345508786 \A1;3.60 \A1;.30 \A1;5.10 \A1;3.60 \A1;.30 \A1;5.10 \A1;5.30 \A1;.30 \A1;2.20 \A1;.30 \A1;2.20 \A1;.30 \A1;9.83 \A1;2.31 \A1;2.31 \A1;9.42 \A1;9.42 \A1;.30 \A1;2.00 \A1;.30 \A1;3.77 \A1;.30 \A1;2.00 \A1;.30 \A1;3.77 \A1;.30 \A1;4.70 \A1;.30 \A1;45°0' \A1;45°0' \A1;6.37 \A1;.30 \A1;9.00 PARAPETO CAJAUELA CONTRAFUERTES CONTRAFUERTES C C B B A A CORONA DE ALETA ZAPATA (PUNTA) 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 CONTRAFUERTES CONTRAFUERTES CORONA DE ALETA \A1;9.50 \A1;5.50 \A1;.45 \A1;3.40 \A1;.45 \A1;2.50 \A1;2.20 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 L L N N \A1;1.20 \A1;.10 \A1;1.20 269.9792345508786 269.9792345508786 269.9792345508786 Ñ Ñ M M Viga Metalica Viga Losa \A1;2.10 \A1;1.94 \A1;26.70 \A1;52.00 \A1;25.55 \A1;3.75 \A1;1.52 \A1;3.75 \A1;3.75 \A1;3.75 \A1;3.75 \A1;3.75 \A1;1.52 Nivel Actual del Rio 2,243.10 m.s.n.m Cota del lecho del Rio 2,241.43 m.s.n.m Area 24.667 m2 Nivel Maxima Crecida 2,249.29 m.s.n.m cota razante 2,253.33 269.9792345508786 269.9792345508786 LUZ EFECTIVA DEL=80.00 m. SOLADO C:H , 1:10 cota razante 2,236.23 cota razante 2,236.23 SOLADO C:H , 1:10 SOLADO C:H , 1:10 EJE VIGA LOSA CºAº EJE VIGA LOSA CºAº EJE VIGA METALICA EJE VIGA METALICA 269.9792345508786 269.9792345508786 269.9792345508786 RELLENO 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 SOLADO DE Cº f´c= 140kg/cm2 DE 1.0 x 1.0 x 0.20m. LARGUEROS DE 8" x16"x 25.55m TABLONES 8" x2"*x 62' PUNTALES DE 16" x 4m PUNTALES DE 16" x 5m PUNTALES DE 16" x 6m PUNTALES DE 16" x 6m PUNTALES DE 16" x 6m PUNTALES DE 16" x 6m BARROTES TRASVERSALES DE 4" x 10" x 17.4' \A1;2.10 \A1;1.94 \A1;26.70 \A1;52.00 \A1;25.55 \A1;3.75 \A1;1.52 \A1;3.75 \A1;3.75 \A1;3.75 \A1;3.75 \A1;3.75 \A1;1.52 Nivel Actual del Rio 2,243.10 m.s.n.m Cota del lecho del Rio 2,241.43 m.s.n.m Area 24.667 m2 Nivel Maxima Crecida 2,249.29 m.s.n.m cota razante 2,253.33 269.9792345508786 269.9792345508786 LUZ EFECTIVA DEL=80.00 m. SOLADO C:H , 1:10 cota razante 2,236.23 cota razante 2,236.23 SOLADO C:H , 1:10 SOLADO C:H , 1:10 EJE VIGA LOSA CºAº EJE VIGA LOSA CºAº EJE VIGA METALICA EJE VIGA METALICA 269.9792345508786 269.9792345508786 269.9792345508786 RELLENO 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 SOLADO DE Cº f´c= 140kg/cm2 DE 1.0 x 1.0 x 0.20m. LARGUEROS DE 8" x16"x 25.55m TABLONES 8" x2"*x 62' PUNTALES DE 16" x 4m PUNTALES DE 16" x 5m PUNTALES DE 16" x 6m PUNTALES DE 16" x 6m PUNTALES DE 16" x 6m PUNTALES DE 16" x 6m BARROTES TRASVERSALES DE 4" x 10" x 17.4' \A1;.60 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;.55 \A1;.60 \A1;.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;.50 \A1;.55 \A1;.60 \A1;52.00 \A1;.55 \A1;53.15 \A1;10.60 \A1;32.00 \A1;10.55 \A1;4.60 \A1;6.00 \A1;1.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;1.00 \A1;6.00 \A1;4.55 \A1;52.00 \A1;2.60 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;2.55 \A1;.60 \A1;.55 \A1;53.15 VIGA DIAFRAGMA DE APOYO LUZ EFECTIVA 52.00m VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 DIAFRAGMAS DE APOYO 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 ATIESADORES 269.9792345508786 269.9792345508786 269.9792345508786 DIAFRAGMAS DE APOYO 269.9792345508786 LONGITUD DE PUENTE 269.9792345508786 269.9792345508786 269.9792345508786 P L 31.8X500X4600 ALA INFERIOR 269.9792345508786 (VIGA TIPO - 1) (VIGA TIPO - 2) (VIGA TIPO - 1) 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 P L 31.8X500X6000 P L 69.9X500X1000 P L 69.9X500X6000 P L 69.9X500X6000 P L 69.9X500X6000 P L 69.9X500X6000 P L 69.9X500X6000 P L 69.9X500X1000 P L 318X500X6000 P L 31.8X500X4550 269.9792345508786 P L 25.4X500X2600 ALA SUPERIOR 269.9792345508786 269.9792345508786 P L 25.4X500X6000 269.9792345508786 25.4X500X6000 269.9792345508786 25.4X500X6000 269.9792345508786 P L 25.4X500X6000 269.9792345508786 P L 25.4X500X6000 269.9792345508786 P L 25.4X500X6000 269.9792345508786 P L 25.4X500X6000 269.9792345508786 P L 25.4X500X6000 269.9792345508786 P L 25.4X500X2550 P L P L 269.9792345508786 269.9792345508786 LUZ DEL PUENTE 269.9792345508786 2 FILAS VASTAGOS DE 3/4" X3" DISTRIBUIDOS 45@0.15, 25@0.25, r@0.35 45@.15, 25@.25, r @.35 CONECTORES \A1;0.16 \A1;0.11 Acotacion de Eje a Eje Acotacion de Lado a Lado ESCALA 1/20 DETALLE R-R \A1;.14 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;.14 \A1;24.00 \A1;.85 \A1;4.20 \A1;.85 \A1;5.90 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 1 1 2 2 3 3 \A1;.14 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;.14 \A1;24.00 \A1;.85 \A1;4.20 \A1;.85 \A1;5.90 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 1 1 2 2 3 3 \A1;1.60 \A1;.38 \A1;.38 \A1;.38 Est. Ø 1/2", 1@.05, 15@10, 5@15, r.@0.25 Est. Ø 1/2", 1@.05, 15@10, 5@15, r.@0.25 10 10 As 4 Ø 5/8" As 3 Ø 1" As 4 Ø 3/4" 269.9792345508786 269.9792345508786 269.9792345508786 269.9792345508786 0,40 0.50 ESC. 1/10 EN ESTRIBO D - 50 .05 APOYO MOVIL CON NEOPRENO Plancha Metalica de e=1/8" 1,90 J 2 Ø5/8" 2 Ø5/8" K Est Ø3/8" 1@ 0.05,r @ 0.10 Est Ø3/8" 1@ 0.05,r @ 0.10 ESC. 1/25 \LVIGA DIAFRAGMA DE APOYO 4 4 753.9505620251235 4,20 0,10 4,20 0,10 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 J 2 Ø5/8" 2 Ø5/8" K ESC. 1/25 \LACERO LONGITUDINAL DE DIAFRAGMA DE APOYO 3 3 H 2 Ø5/8" 2 Ø5/8" K Est Ø3/8" 1@ 0.05,r @ 0.10 ESC. 1/25 \LVIGA DIAFRAGMA DE INTERMEDIO 0,10 2,58 0,10 0,10 2,58 0,10 2 Ø5/8" K 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 H 2 Ø5/8" 24Ø1" 4Ø5/8" 4Ø5/8" 4Ø5/8" 4Ø3/4" 0,50 0,50 0,50 0,50 0,05 0,05 2,10 0,05 0,05 0,40 0,50 ESC. 1/25 \LCORTE 11 - 11 21Ø1" 4Ø5/8" 4Ø5/8" 4Ø5/8" 4Ø3/4" 0,50 0,50 0,50 0,50 0,05 0,05 2,10 0,05 0,05 0,40 0,50 ESC. 1/25 \LCORTE 10 - 10 2,00 0,50 0,50 0,50 0,50 0,40 0,40 ESC. 1/25 \LESTRIBO 1.27mm 5.08mm 5.71mm 5.08mm 5.71mm 5.08mm 5.71mm 5.08mm 1.27mm 1.27mm 2.54mm 5.00mm 2.54mm 2.54mm 5.00mm 18.89mm ESC. 1/5 \LACERO EN VIGA 1,75 0,20 1,75 0,20 1,75 0,20 1,75 0,20 1,75 0,20 1,75 0,20 1,75 0,20 1,75 0,20 1,75 0,20 1,75 0,20 1,75 0,20 0,95 27,85 0,35 6,30 0,35 6,30 0,35 6,35 0,35 6,35 0,35 0,37 0,43 27,85 3,37 0,20 0,95 0,20 1,75 0,20 1,75 0,20 0,20 TUBO DE DRENAJE PVC Ø 3" VIGA DIAFRAGMA 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" 753.9505620251235 0,85 3,60 0,85 5,30 0,20 1,75 0,20 1,75 0,20 1,75 0,20 1,75 0,20 1,75 0,20 1,75 0,20 1,75 0,20 1,75 0,20 1,75 0,20 1,75 0,20 1,75 0,20 1,75 0,20 0,20 0,95 0,20 1,75 0,95 0,20 5,30 27,85 1,30 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 J J K K H H 753.9505620251235 \A1;1.20 5,30 17,11 5,30 17,11 0,38 27,71 0,10 0,10 27,71 0,10 0,10 753.9505620251235 Ø 1/2", 1@.05, 15@10, 5@15, r.@0.25 10 10 11 11 753.9505620251235 4 Ø 5/8" 4 Ø 3/4" 21 Ø 1" 3 Ø 1" 753.9505620251235 753.9505620251235 753.9505620251235 4 Ø 3/4" 4 Ø 5/8" 3 Ø 1" 21 Ø 1" 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 0,20 5,30 3,60 0,80 0,80 0,90 0,15 0,20 5,30 2,20 1,55 1,55 0,80 0,50 1,70 0,50 0,80 0,50 0,50 3,20 1,90 0,40 1,50 0,20 5,30 3,60 0,80 0,80 0,90 0,15 0,20 5,30 2,20 1,55 1,55 0,80 0,50 1,70 0,50 0,80 0,50 0,50 3,20 1,90 1,90 TUBO DE FG DE 2" TUBO DE FG DE 3" BARANDA LOSA PRINCIPAL DE CºAº f´C = 280 kg/cm2 CARPETA ASFALTICA DE 05cm. DE ESPESOR 753.9505620251235 S=2% S=2% 0,05 0,05 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 0,05 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 TUBO DE DRENAJE PVC DE L=0.60 Ø 3" VIGA PRINCIPAL VIGA DIAFRAGMA ESC. 1/25 \LCORTE J - J TUBO DE FG DE 2" TUBO DE FG DE 3" BARANDA LOSA PRINCIPAL DE CºAº f´C = 280 kg/cm2 CARPETA ASFALTICA DE 05cm. DE ESPESOR 753.9505620251235 S=2% S=2% 0,05 0,05 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 0,05 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 753.9505620251235 TUBO DE DRENAJE PVC DE L=0.60 Ø 3" VIGA PRINCIPAL VIGA DIAFRAGMA ESC. 1/25 \LCORTE K - K \A1;.14 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;.14 \A1;24.00 \A1;.85 \A1;4.20 \A1;.85 \A1;5.90 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 1 1 2 2 3 3 VIGA PRINCIPAL VIGA PRINCIPAL VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA CENTRAL VIGA DIAFRAGMA CENTRAL VIGA DIAFRAGMA CENTRAL APOYO FIJO 3 Ø 1" TUBERIA DE DRENAJE Ø 3" TUBERIA DE DRENAJE Ø 3" APOYO FIJO 3 Ø 1" \FArial Narrow;\LVISTA EN PLANTA DE \A1;.14 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;.14 \A1;24.00 \A1;.35 \A1;5.65 \A1;.35 \A1;5.15 \A1;.35 \A1;5.15 \A1;.35 \A1;5.65 \A1;.35 \A1;.32 \A1;6.00 \A1;5.50 \A1;5.50 \A1;6.00 \A1;.50 \A1;.50 \A1;23.00 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 TUBO DE DRENAJE PVC Ø 3" VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" \LCORTE 3 - 33 - 3 ESC: 1/50 Est. Ø 1/2", 1@.05, 15@10, 5@15, r.@0.25 Est. Ø 1/2", 1@.05, 15@10, 5@15, r.@0.25 10 10 As 4 Ø 5/8" As 3 Ø 1" As 4 Ø 3/4" \LDETALLE ESTRUCTURAL VIGAESTRUCTURAL VIGA ESC: 1/50 \A1;.14 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;.14 \A1;24.00 \A1;.85 \A1;4.20 \A1;.85 \A1;5.90 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 1 1 2 2 3 3 VIGA PRINCIPAL VIGA PRINCIPAL VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA CENTRAL VIGA DIAFRAGMA CENTRAL VIGA DIAFRAGMA CENTRAL APOYO FIJO 3 Ø 1" TUBERIA DE DRENAJE Ø 3" TUBERIA DE DRENAJE Ø 3" APOYO FIJO 3 Ø 1" \LVISTA EN PLANTA DE SUPERESTRUCTURAEN PLANTA DE SUPERESTRUCTURA ESC: 1/50 Est. Ø 1/2", 1@.05, 15@10, 5@15, r.@0.25 Est. Ø 1/2", 1@.05, 15@10, 5@15, r.@0.25 10 10 As 4 Ø 5/8" As 3 Ø 1" As 4 Ø 3/4" \LDETALLE ESTRUCTURAL VIGAESTRUCTURAL VIGA ESC: 1/50 \A1;.14 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;.14 \A1;24.00 \A1;.35 \A1;5.65 \A1;.35 \A1;5.15 \A1;.35 \A1;5.15 \A1;.35 \A1;5.65 \A1;.35 \A1;.32 \A1;6.00 \A1;5.50 \A1;5.50 \A1;6.00 \A1;.50 \A1;.50 \A1;23.00 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 TUBO DE DRENAJE PVC Ø 3" VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" \LCORTE 3 - 33 - 3 ESC: 1/50 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 \A1;23.90 \A1;.10 \A1;.10 \A1;23.90 \A1;.10 \A1;.10 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 As 4 Ø 5/8" As 23 Ø 1" As 4 Ø 3/4" \LDETALLE DE ACERO EN VIGADE ACERO EN VIGA ESC: 1/50 \A1;.95 \A1;.50 \A1;2.00 \A1;.50 \A1;.95 \A1;.50 \A1;.50 \A1;5.90 \A1;1.60 \A1;.20 \A1;.05 \A1;.15 \A1;.90 \A1;2.90 \A1;.80 \A1;.05 \A1;4.20 \A1;.05 \A1;.80 \A1;.95 \A1;.50 \A1;2.00 \A1;.50 \A1;.95 \A1;.50 \A1;.50 \A1;5.90 \A1;1.60 \A1;.20 \A1;.05 \A1;.15 \A1;.90 \A1;2.90 \A1;.80 \A1;.05 \A1;4.20 \A1;.05 \A1;.80 \A1;1.35 \A1;.25 \A1;1.60 TUBO DE FG DE 2" TUBO DE FG DE 3" TUBO DE DRENAJE PVC DE L=0.60 CARPETA ASFALTICA DE 50CM. DE ESPESOR LOSA PRINCIPAL DE CºAº F'C=280 kg/cm2 S=2% S=2% BARANDA VIGA DIAFRAGMA VIGA PRINCIPAL 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 \LCORTE 1 - 11 - 1 ESC: 1/25 \A1;.95 \A1;.50 \A1;2.00 \A1;.50 \A1;.95 \A1;.50 \A1;.50 \A1;5.90 \A1;1.60 \A1;.20 \A1;.05 \A1;.15 \A1;.90 \A1;2.90 \A1;.80 \A1;.05 \A1;4.20 \A1;.05 \A1;.80 \A1;1.35 \A1;.25 TUBO DE FG DE 2" TUBO DE FG DE 3" TUBO DE DRENAJE PVC DE L=0.60 CARPETA ASFALTICA DE 50CM. DE ESPESOR LOSA PRINCIPAL DE CºAº F'C=280 kg/cm2 S=2% S=2% BARANDA VIGA DIAFRAGMA VIGA PRINCIPAL 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 \LCORTE 2 - 22 - 2 ESC: 1/50 TUBO DE FG DE 2" TUBO DE FG DE 3" TUBO DE DRENAJE PVC DE L=0.60 CARPETA ASFALTICA DE 50CM. DE ESPESOR LOSA PRINCIPAL DE CºAº F'C=280 kg/cm2 S=2% S=2% BARANDA VIGA DIAFRAGMA VIGA PRINCIPAL 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 \LCORTE 1 - 11 - 1 ESC: 1/50 2Ø5/8" 0,48 0,48 0,48 0,05 0,05 0,05 0,40 0,50 2Ø5/8" 2Ø5/8" 2Ø5/8" 1,80 0,05 0,48 2Ø5/8" 0,40 0,10 1,70 Est. Ø 3/8" 5.08mm 5.71mm 5.08mm 5.71mm 5.08mm 5.71mm 5.08mm 1.27mm 1.27mm 2.54mm 5.00mm 2.54mm 2.54mm 5.00mm 18.89mm 1.27mm \LACERO VIGA LOSAVIGA LOSA ESC: 1/5 As. Ø 3/8" @ 0.20 As. Ø 3/8" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 3/8" @ 0.20 As. Ø 3/8" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.25 As. Ø 1/2" @ 0.15 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.30 As. 23 Ø 1" \FArial Narrow;\H0.75000x;\LDETALLE ESTRUCCTURAL EN As. Ø 3/8" @ 0.20 As. Ø 3/8" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 3/8" @ 0.20 As. Ø 3/8" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.25 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.30 As. 23 Ø 1" \FArial Narrow;\H0.75000x;\LDETALLE ESTRUCCTURAL EN 11 14 15 16 18 19 17 16 17 18 19 As. Ø 1/2" @ 0.15 12 As 2 Ø 5/8" K \A1;2.90 \A1;.10 \A1;2.90 \A1;.10 \A1;.10 \A1;.10 As 2 Ø 5/8" H \A1;.10 \A1;.40 \A1;.40 \LVIGA DIAFRAGMA DE APOYODIAFRAGMA DE APOYO \W5.44009; ESC: 1/25 Est Ø 3/8" 1 @ 0.05,r @ 0.10 Est Ø 3/8" 1 @ 0.05,r @ 0.10 As 2 Ø 5/8" J As 2 Ø 5/8" K' 5 5 \LVIGA DIAFRAGMA DE INTERMEDIODIAFRAGMA DE INTERMEDIO \W6.90430; ESC: 1/25 Est Ø 3/8" 1 @ 0.05,r @ 0.10 As 2 Ø 5/8" As 2 Ø 5/8" K H 4 4 787.4039501394565 787.4039501394565 787.4039501394565 As. Ø 3/8" @ 0.20 As. Ø 3/8" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 3/8" @ 0.20 As. Ø 3/8" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.25 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.30 As. 23 Ø 1" \FArial Narrow;\H0.75000x;\LDETALLE ESTRUCCTURAL EN 11 14 15 16 18 19 17 16 17 18 19 As. Ø 1/2" @ 0.15 12 Est Ø 3/8" 1 @ 0.05,r @ 0.10 Est Ø 3/8" 1 @ 0.05,r @ 0.10 As 2 Ø 5/8" J As 2 Ø 5/8" K' 5 5 \LVIGA DIAFRAGMA DE APOYODIAFRAGMA DE APOYO ESC: 1/25 \A1;.40 \A1;1.60 \A1;1.60 Est Ø 3/8" 1 @ 0.05,r @ 0.10 As 2 Ø 5/8" As 2 Ø 5/8" K H 4 4 787.4039501394565 787.4039501394565 787.4039501394565 \LVIGA DIAFRAGMA INTERMEDIODIAFRAGMA INTERMEDIO ESC: 1/25 As 2 Ø 5/8" J As 2 Ø 5/8" K' \A1;4.80 \A1;.10 \A1;.10 \A1;4.80 \A1;.10 \A1;.10 As. Ø 1/2" @ 0.15 12 4.80 \A1;.10 \A1;4.76 \A1;.10 As. Ø 1/2" @ 0.20 14 2Ø5/8" 0,48 0,48 0,48 0,05 0,05 0,05 0,40 0,50 2Ø5/8" 2Ø5/8" 2Ø5/8" 1,55 0,05 1.45 0,40 0,10 Est. Ø 3/8" 2Ø5/8" 0,48 0,48 0,48 0,05 0,05 0,05 0,40 0,50 2Ø5/8" 2Ø5/8" 2Ø5/8" 1,80 0,05 0,48 2Ø5/8" 0,40 0,10 1,70 Est. Ø 3/8" TUBO DE FG DE 2" TUBO DE FG DE 3" TUBO DE DRENAJE PVC DE L=0.60 CARPETA ASFALTICA DE 50CM. DE ESPESOR LOSA PRINCIPAL DE CºAº F'C=280 kg/cm2 S=2% S=2% BARANDA VIGA DIAFRAGMA VIGA PRINCIPAL \A1;7.15 \A1;2.55 \A1;.80 \A1;.20 \A1;10.50 PANTALLA PANTALLA PANTALLA ZAPATA ZAPATA ZAPATA SOLADO C:H, 1:10 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 \A1;.50 \A1;.50 \A1;8.10 \A1;1.90 \A1;.30 \A1;2.30 \A1;4.50 \A1;1.90 \A1;.30 \A1;2.30 \A1;4.50 \A1;.30 \A1;1.49 \A1;.30 \A1;1.46 \A1;3.55 \A1;.30 \A1;2.50 \A1;.30 \A1;2.50 \A1;.30 \A1;.30 \A1;1.49 \A1;1.46 \A1;3.55 \A1;5.90 \A1;.30 \A1;1.48 \A1;.30 \A1;1.45 \A1;.30 \A1;2.24 \A1;.36 \A1;1.15 \A1;.50 \A1;2.00 \A1;.50 \A1;1.15 \A1;.36 \A1;6.06 \A1;.30 \A1;1.48 \A1;.30 \A1;1.45 \A1;.30 \A1;2.24 \A1;6.06 \A1;8.23 \A1;8.10 \A1;45°0' B B 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 C C A A CONTRAFUERTES CONTRAFUERTES CONTRAFUERTES CONTRAFUERTES CORONA DE ALETA CORONA DE ALETA CONTRAFUERTES CONTRAFUERTES ZAPATA (PUNTA) 787.4039501394565 787.4039501394565 \A1;98°32' \A1;96°52' \A1;141°52' \A1;141°52' \A1;96°52' \A1;98°32' \A1;126°28' \A1;126°28' \A1;4.50 \A1;8.10 \A1;8.23 \A1;8.10 \A1;4.50 \A1;3.55 \A1;5.90 \A1;3.55 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 \A1;3.85 \A1;.30 \A1;3.35 \A1;7.50 \A1;.20 \A1;.80 \A1;7.15 \A1;.40 \A1;.30 \A1;1.85 \A1;.30 \A1;1.05 \A1;10.50 \A1;.20 \A1;.80 \A1;7.55 \A1;2.15 \A1;3.50 \A1;2.65 \A1;1.50 \A1;1.50 SOLADO C:H , 1:10 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 Tub. PVC Ø 2" @ 1.5 As. Ø 3/4" @ 0.30 787.4039501394565 787.4039501394565 \A1;3.85 \A1;.30 \A1;3.35 \A1;7.50 \A1;.20 \A1;.80 \A1;9.70 \A1;10.50 \A1;.20 \A1;.80 \A1;7.55 \A1;2.15 \A1;.30 SOLADO C:H , 1:10 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 \A1;2.30 \A1;.30 \A1;1.90 \A1;4.50 \A1;.20 \A1;.80 \A1;7.15 \A1;7.95 \A1;.20 \A1;.80 \A1;7.15 \A1;.30 SOLADO C:H , 1:10 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 \A1;1.00 \A1;1.00 \A1;.85 \A1;.85 \A1;.85 26.17322715058193 26.17322715058193 As Ø 1" : @ 0.20m L=5.30m. Q 26.17322715058193 As Ø 1" : @ 0.30m L=12.25m. P 26.17322715058193 As Ø 1" : @ 0.30m (Longitud Variable) P' 26.17322715058193 As Ø 1" : @ 0.20m (Longitud Variable) Q' \A1;1.00 \A1;1.00 \A1;.85 \A1;.85 \A1;.85 \A1;.85 \A1;.85 26.17322715058193 26.17322715058193 As Ø 1" : @ 0.20m L=5.30m. B 2As Ø 1-3/8" : @ 0.15m L=8.30m. A 26.17322715058193 26.17322715058193 As Ø 1" : @ 0.30m L=6.75m. J 26.17322715058193 As Ø 1" : @ 0.30m L=4.90m. J' 26.17322715058193 2As Ø 1-3/8" : @ 0.15m (Longitud Variable) A' 26.17322715058193 As Ø 1" : @ 0.20m (Longitud Variable) B' \A1;12.25 \A1;5.45 \A1;.30 \A1;6.50 \A1;.30 \A1;.40 \A1;12.65 \A1;2.45 \A1;1.40 \A1;1.05 \A1;.30 \A1;.30 \A1;2.20 \A1;.30 \A1;5.30 \A1;2.20 26.17322715058193 26.17322715058193 26.17322715058193 26.17322715058193 26.17322715058193 26.17322715058193 26.17322715058193 26.17322715058193 26.17322715058193 \A1;.30 \A1;4.70 \A1;.30 \A1;5.30 26.17322715058193 \A1;1.30 \A1;.25 \A1;.50 \A1;1.30 \A1;1.30 \A1;1.30 \A1;.40 \A1;.40 \A1;.40 \A1;.40 As. Ø 1/2" @ 0.24 l=14.56 m. 7 As. Ø 5/8" @ 0.15 L=14.56 m. 4 26.17322715058193 26.17322715058193 26.17322715058193 26.17322715058193 26.17322715058193 26.17322715058193 26.17322715058193 26.17322715058193 26.17322715058193 1 2 As Ø 1-3/8" L=13.75 m. 2 1 As Ø 1-3/8" L=10.20 m. 3 1 As Ø 1-3/8" L=5.90 m. J \A1;1.30 A As. 2Ø 1-3/8" @ 0.15 L=8.25 As. Ø 1" @ 0.30 L=6.68m 26.17322715058193 As. Ø 1" @ 0.30 L=12.13 m. P \A1;.20 \A1;.80 \A1;.20 \A1;.60 1.37 0.21 0.23 1.13 0.88 0.47 0.46 As. Ø 1/2" @ 0.20 12 As. Ø 5/8" @ 0.25 L=2.40m. 11 26.17322715058193 26.17322715058193 As. Ø 1/2" @ 0.20 L=3.40m. 9 26.17322715058193 26.17322715058193 As. Ø 3/4" @ 0.30 L=7.37m. P \A1;1.00 \A1;1.50 As. Ø 3/4" @ 0.30 P As. Ø 1" @ 0.35 Q As. Ø 1" @ 0.35 B As. 2 Ø 1" @ 0.16 A As. Ø 1" @ 0.35 B' As. Ø 3/4" @ 0.30 J As Ø 1/2" : @ 0.35 H As Ø 1/2" : @ 0.35 I As. Ø 5/8" @ 0.28 4 As. Ø 5/8" @ 0.35 3 As. Ø 5/8" @ 0.28 5 As. Ø 5/8" @ 0.35 6 As. Ø 1/2" @ 0.20 8 As. Ø 1/2" @ 0.25 7 As. Ø 5/8" @ 0.25 10 As. Ø 1/2" @ 0.30 9 9 9 6 6 8 8 7 7 1 2 As Ø 1"+1As Ø3/4" 2 2 As Ø 3/4" 787.4039501394565 787.4039501394565 \A1;.56 \A1;.58 As. 2 Ø 1" @ 0.16 L=5.52m. A As. Ø 3/4" @ 0.30 L=4.55m. J 787.4039501394565 787.4039501394565 \A1;.80 \A1;.80 \A1;.20 \A1;.20 \A1;.30 \A1;.30 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 As. Ø 5/8" @ 0.35 L=8.53 m. 3 6 As. Ø 5/8" @ 0.35 L=8.53 m. 1 2 As Ø 1"+1As Ø3/4" L=7.88m 2 2 As Ø 3/4" L =6.19m. 787.4039501394565 787.4039501394565 As. Ø 3/4" @ 0.30 P As. Ø 1" @ 0.20 Q As. Ø 1" @ 0.35 B As. 2 Ø 1" @ 0.24 A As. Ø 1" @ 0.35 B' As. Ø 3/4" @ 0.30 J As Ø 1/2" : @ 0.35 H As Ø 1/2" : @ 0.35 I As. Ø 5/8" @ 0.28 4 As. Ø 5/8" @ 0.35 3 As. Ø 5/8" @ 0.28 5 As. Ø 5/8" @ 0.35 6 6 6 8 8 7 7 1 2 As Ø 1"+1As Ø3/4" 2 2 As Ø 3/4" As. Ø 1/2" @ 0.20 8 As. Ø 1/2" @ 0.25 7 As. Ø 5/8" @ 0.25 10 As. Ø 1/2" @ 0.30 9 \A1;1.05 \A1;5.90 \A1;3.35 \A1;.30 \A1;3.85 \A1;7.50 \A1;.80 \A1;7.15 \A1;.40 \A1;.30 \A1;1.85 2.50 .30 2.50 .30 .30 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 787.4039501394565 \A1;.30 \A1;.30 5.84 5.90 As. Ø 3/4" @ 0.30 P As. Ø 1" @ 0.20 Q As. Ø 1" @ 0.35 B As. 2 Ø 1" @ 0.24 A As. Ø 1" @ 0.35 B' As. Ø 3/4" @ 0.30 J H As Ø 1/2" : @ 0.35 I As. Ø 5/8" @ 0.28 4 As. Ø 5/8" @ 0.35 3 As. Ø 5/8" @ 0.28 5 As. Ø 5/8" @ 0.35 6 6 6 8 8 7 7 1 2 As Ø 1"+1As Ø3/4" 2 2 As Ø 3/4" As Ø 1/2" : @ 0.35 ZAPATA (PUNTA) As Ø 1/2" : @ 0.35 As Ø 1/2" : @ 0.35 As. Ø 5/8" @ 0.35 As. Ø 5/8" @ 0.28 4 6 H I As. Ø 5/8" @ 0.28 5 As. Ø 5/8" @ 0.35 3 As Ø 1/2" : @ 0.35 H As Ø 1/2" : @ 0.35 I As Ø 1/2" : @ 0.35 H As Ø 1/2" : @ 0.35 I As Ø 1/2" : @ 0.35 As Ø 1/2" : @ 0.35 As. Ø 5/8" @ 0.35 As. Ø 5/8" @ 0.28 4 6 H I As. Ø 5/8" @ 0.28 5 As. Ø 5/8" @ 0.35 3 As Ø 1/2" : @ 0.35 H As Ø 1/2" : @ 0.35 I As Ø 1/2" : @ 0.35 H As Ø 1/2" : @ 0.35 I As Ø 1/2" : @ 0.35 H As Ø 1/2" : @ 0.35 I As Ø 1/2" : @ 0.35 H As Ø 1/2" : @ 0.35 I As. Ø 5/8" @ 0.35 3 As. Ø 5/8" @ 0.35 6 As. Ø 5/8" @ 0.28 5 As. Ø 5/8" @ 0.28 4 ZAPATA (PUNTA) As Ø 1/2" : @ 0.35 As Ø 1/2" : @ 0.35 As. Ø 5/8" @ 0.35 As. Ø 5/8" @ 0.28 4 6 H I As. Ø 5/8" @ 0.28 5 As. Ø 5/8" @ 0.35 3 As Ø 1/2" : @ 0.35 H As Ø 1/2" : @ 0.35 I As Ø 1/2" : @ 0.35 H As Ø 1/2" : @ 0.35 I As Ø 1/2" : @ 0.35 As Ø 1/2" : @ 0.35 As. Ø 5/8" @ 0.35 As. Ø 5/8" @ 0.28 4 6 H I As. Ø 5/8" @ 0.28 5 As. Ø 5/8" @ 0.35 3 As Ø 1/2" : @ 0.35 H As Ø 1/2" : @ 0.35 I As Ø 1/2" : @ 0.35 H As Ø 1/2" : @ 0.35 I As Ø 1/2" : @ 0.35 H As Ø 1/2" : @ 0.35 I As Ø 1/2" : @ 0.35 H As Ø 1/2" : @ 0.35 I As. Ø 1/2" @ 0.20 8 As. Ø 1/2" @ 0.25 7 As. Ø 5/8" @ 0.25 10 As. Ø 1/2" @ 0.30 9 \A1;1.35 \A1;.30 \A1;1.15 \A1;.50 \A1;2.00 \A1;.50 \A1;1.15 \A1;.30 \A1;5.90 \A1;1.05 \A1;.30 \A1;5.30 \A1;.30 \A1;.30 \A1;1.85 \A1;.30 \A1;1.05 \A1;.30 \A1;2.13 \A1;1.35 As Ø1/2"@0.20 As Ø1/2"@0.20 As Ø1/2"@0.30 As Ø5/8"@0.25 As Ø1/2"@0.25 As Ø1/2"@0.20 940.0084850140222 940.0084850140222 940.0084850140222 940.0084850140222 940.0084850140222 940.0084850140222 EJE LONG. DEL\fArial Narrow|b0|i1|c0|p34; PUENTE 940.0084850140222 940.0084850140222 940.0084850140222 940.0084850140222 940.0084850140222 940.0084850140222 940.0084850140222 940.0084850140222 940.0084850140222 940.0084850140222 940.0084850140222 940.0084850140222 940.0084850140222 940.0084850140222 NEOPRENO PARAPETO 11 11 EJE LONG. DEL\fArial Narrow|b0|i1|c0|p34; PUENTE As Ø 1" : @ 0.28m Q As Ø 3/4" : @ 0.24m P P As Ø 3/4" : @ 0.24m Q As Ø 1" : @ 0.28m P As Ø 3/4" : @ 0.24m Q As Ø 1" : @ 0.28m As. Ø 5/8" @ 0.26 4 As. Ø 1/2" @ 0.21 5 As. Ø 1/2" @ 0.21 5 As. Ø 5/8" @ 0.26 4 As. Ø 1/2" @ 0.24m 7 As. Ø 1/2" @ 0.24m 7 As. Ø 1/2" @ 0.21 As. Ø 1/2" @ 0.21 A' As Ø 1-3/8" : @ 0.15 As Ø 1" : @ 0.28m B' A' As Ø 1-3/8" : @ 0.15 As Ø 1" : @ 0.28m J As Ø 1" : @ 0.45m As Ø 1" : @ 0.28m B As Ø 1-3/8" : @ 0.10m A B' As Ø 1" : @ 0.40m J J As Ø 1" : @ 0.45m As. 2 Ø 1" @ 0.16 A As. Ø 1" @ 0.35 B As. Ø 3/4" @ 0.30 J As. 2 Ø 1" @ 0.24 A As. Ø 3/4" @ 0.30 As. Ø 1" @ 0.35 B' As. Ø 1" @ 0.35 B' As. 2 Ø 1" @ 0.24 A As. Ø 3/4" @ 0.30 J' J' As. Ø 3/4" @ 0.30 P As. Ø 1" @ 0.35 Q As. Ø 3/4" @ 0.30 P As. Ø 1" @ 0.35 Q As. Ø 3/4" @ 0.30 P As. Ø 1" @ 0.35 Q As. Ø 1" @ 0.35m L=5.90m B L=1.00m. L=1.00m. As. 2 Ø 1" @ 0.16m L=5.60m. A L=0.85m. L=0.85m. As. Ø 3/4" @ 0.30m. L=4.60m J L=0.85m. As. Ø 3/4" @ 0.30m. L=3.30m J' L=0.85m. As. 2 Ø 1" @ 0.24 Dist. Variable A L=0.85m. As. Ø 1" @ 0.35m. Dist. Variable B' As. Ø 1" @ 0.35m. L=5.90m. Q L=1.00m. L=1.00m. L=0.85m. As. Ø 3/4" @ 0.30m L=7.50m P L=0.85m. As. Ø 3/4" @ 0.30m Dist. Variable P L=0.85m. As. Ø 1" @ 0.35m Dist. Variable Q As. Ø 5/8" @ 0.35 3 As. Ø 5/8" @ 0.28 4 As. Ø 5/8" @ 0.35 3 As. Ø 5/8" @ 0.28 4 As. Ø 5/8" @ 0.35 3 As. Ø 5/8" @ 0.28 4 As. Ø 5/8" @ 0.35 3 As. Ø 5/8" @ 0.28 4 As. Ø 5/8" @ 0.35 3 As. Ø 5/8" @ 0.28 4 As. Ø 5/8" @ 0.35 3 As. Ø 5/8" @ 0.28 4 \A1;1.30 \A1;.20 \A1;.20 \A1;DISTANCIA VARIABLE CONTRAFUERTE .35 953.6604343070151 As Ø 1/2" : @ 0.35 H As Ø 1/2" : @ 0.35 I \A1;.20 \A1;.20 \A1;DISTANCIA VARIABLE CONTRAFUERTE .35 As Ø 1/2" : @ 0.35 H As Ø 1/2" : @ 0.35 I \A1;24.00 \A1;23.90 TUBO DE DRENAJE PVC Ø 3" VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" 953.6604343070151 953.6604343070151 \A1;0°36' \A1;14.90m 842.50 0+040 0+050 0+060 0+070 840.00 840.00 842.50 CALICATA 140.1208015860173 \A1;LONGITUD DE VIGA DEL PUENTE 24.00m. \A1;LUZ EFECTIVA DEL PUENTE 23.00m. 140.1208015860173 N.M. 836 840 844 848 0+036 0+040 0+044 0+048 0+052 0+056 0+060 0+064 0+068 0+072 0+076 841.2 841.2 841.2 841.4 841.6 841.8 841.8 841.6 841.5 840.8 840.2 839.8 839.2 838.5 838.2 839.6 846.3 847.4 849.4 845.4 851.3 838 842 846 850 N.A.M.E Nivel de Lecho de Rio 838.00 msnm 3064.32 Nivel Actuales de Rio 839.46 msnm Nivel Maximas Cresidas de Rio 843.00 msnm Nivel Base de Viga 846.00 msnm Cota Rasante de carret. 846.80 msnm TUBO DE FG DE 2" TUBO DE FG DE 3" TUBO DE DRENAJE PVC DE L=0.60 CARPETA ASFALTICA DE 50CM. DE ESPESOR LOSA PRINCIPAL DE CºAº F'C=280 kg/cm2 S=2% S=2% BARANDA VIGA DIAFRAGMA VIGA PRINCIPAL \A1;.95 \A1;.50 \A1;2.00 \A1;.50 \A1;.95 \A1;.50 \A1;.50 \A1;5.90 \A1;1.60 \A1;.20 \A1;.05 \A1;.15 \A1;.90 \A1;2.90 \A1;.80 \A1;.05 \A1;4.20 \A1;.05 \A1;.80 \A1;1.60 \A1;.95 \A1;.50 \A1;2.00 \A1;.50 \A1;.95 \A1;.50 \A1;.50 \A1;5.90 \A1;1.60 \A1;.20 \A1;.05 \A1;.15 \A1;.90 \A1;2.90 \A1;.80 \A1;.05 \A1;4.20 \A1;.05 \A1;.80 \A1;1.35 \A1;.25 TUBO DE FG DE 2" TUBO DE FG DE 3" TUBO DE DRENAJE PVC SAP L=0.60 CARPETA ASFALTICA DE 5 cm. DE ESPESOR LOSA PRINCIPAL DE CºAº F'C=280 kg/cm2 S=2% S=2% BARANDA VIGA DIAFRAGMA VIGA PRINCIPAL 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 \LCORTE 1 - 11 - 1 ESC: 1/25 \A1;.18 \A1;.25 \A1;2.20 \A1;.25 \A1;2.20 \A1;.25 \A1;2.20 \A1;.25 \A1;2.20 \A1;.25 \A1;2.20 \A1;.25 \A1;2.20 \A1;.25 \A1;2.20 \A1;.25 \A1;2.20 \A1;.25 \A1;2.20 \A1;.25 \A1;2.20 \A1;.25 \A1;2.20 \A1;.25 \A1;2.20 \A1;.25 \A1;.18 \A1;30.00 \A1;1.06 \A1;5.25 \A1;1.06 \A1;7.38 1.50 0,50 0,10 Est. Ø 1/2" \LESTRIBO ESC. 1/25 1.50 0,50 0,10 Est. Ø 1/2" \LESTRIBO ESC. 1/25 1.50 0,50 0,10 Est. Ø 1/2" N.A.M.E Nivel de Lecho de Rio 838.00 msnm Nivel Actuales de Rio 839.46 msnm Nivel Base de Viga 846.00 msnm \LVISTA EN PERFILEN PERFIL \W5.59473; ESC: 1/125 5.08cm 5.71cm 5.08cm 5.71cm 5.08cm 5.71cm 5.08cm 1.27cm 1.27mm 2.54mm 5.00mm 2.54mm 2.54mm 5.00mm 18.89mm 1.27cm \LACERO VIGA LOSAVIGA LOSA ESC: 1/5 23Ø1" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø3/4" 0,50 0,50 0,50 0,05 1.60 0,05 0,05 0,40 0,50 0,50 0,05 \A1;.14 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;.14 \A1;24.00 \A1;.35 \A1;5.65 \A1;.35 \A1;5.15 \A1;.35 \A1;5.15 \A1;.35 \A1;5.65 \A1;.35 \A1;.32 \A1;6.00 \A1;5.50 \A1;5.50 \A1;6.00 \A1;.50 \A1;.50 \A1;23.00 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 TUBO DE DRENAJE PVC Ø 3" VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" \A1;1.60 \A1;.38 \A1;.38 \A1;.38 Est. Ø 1/2", 1@.05, 15@10, 5@15, r.@0.25 Est. Ø 1/2", 1@.05, 15@10, 5@15, r.@0.25 10 10 As 2 Ø 5/8" As 23 Ø 1" As 2 Ø 3/4" 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 As 2 Ø 5/8" As 2 Ø 5/8" \A1;23.90 \A1;.10 \A1;.10 \A1;23.90 \A1;.10 \A1;.10 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 As 23 Ø 1" As 4 Ø 3/4" As 2 Ø 5/8" As 2 Ø 5/8" As 2 Ø 5/8" \A1;1.85 \A1;.40 \A1;1.05 \A1;.30 \A1;2.13 \A1;1.35 \A1;.10 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 EJE LONG. DEL\fArial Narrow|b0|i1|c0|p34; PUENTE 1955.798905082538 SOLADO C:H , 1:10 As Ø1/2"@0.20 As Ø1/2"@0.20 As Ø1/2"@0.30 As Ø5/8"@0.25 As Ø1/2"@0.25 As Ø1/2"@0.20 \A1;1.85 \A1;.40 \A1;1.05 \A1;.30 \A1;2.13 \A1;1.35 \A1;.10 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 EJE LONG. DEL\fArial Narrow|b0|i1|c0|p34; PUENTE 1955.798905082538 SOLADO C:H , 1:10 As Ø1/2"@0.20 As Ø1/2"@0.20 As Ø1/2"@0.30 As Ø5/8"@0.25 As Ø1/2"@0.25 As Ø1/2"@0.20 As Ø1/2"@0.20 As Ø1/2"@0.20 As Ø1/2"@0.30 As Ø5/8"@0.25 As Ø1/2"@0.25 As Ø1/2"@0.20 \A1;.20 \A1;.50 \A1;.25 \A1;.43 \A1;.43 \A1;.25 \A1;.50 \A1;.50 \A1;.50 \A1;.43 \A1;.25 \A1;.43 \A1;.25 \A1;1.23 \A1;1.22 \A1;1.23 \A1;1.23 \A1;5.90 \A1;1.35 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 HOYO PARA ANCLAR CAJUELA USAR FIERRO DE 1" 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 As Ø1" 1955.798905082538 836 840 844 848 0+036 0+040 0+044 0+048 0+052 0+056 0+060 0+064 0+068 0+072 0+076 841.2 841.2 841.2 841.4 841.6 841.8 841.8 841.6 841.5 840.8 840.2 839.8 839.2 838.5 838.2 839.6 846.3 847.4 849.4 845.4 851.3 838 842 846 850 TUBO DE DRENAJE PVC Ø 3" VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" Nivel de Lecho de Rio 838.00 msnm Nivel Actuales de Rio 839.46 msnm Nivel Maximas Cresidas de Rio 840.99 msnm Nivel Base de Viga 843.20 msnm Cota Rasante de carret. 845.00 msnm 834 S=6% Nivel de base de Zapata 834.500 msnm \A1;.80 \A1;.80 1 2 As Ø 1"+1As Ø3/4" L=7.88m 2 2 As Ø 3/4" L =6.19m. 1955.798905082538 1955.798905082538 \A1;.05 .25 .15 \A1;.20 15 .55 .50 1.05 \A1;.30 APOYO MOVIL con Plancha de acero intermedio de 1/8" por cada viga. Usar Neopreno de 50 x 40 x 5 cm. El neopreno será de D50, G=8 kg/cm2. ANCLAJE DE 1" .25 .15 VIGA DE CONCRETO Con tuerca \A1;.15 \A1;.20 \A1;.15 ANCLAJE DE 1" APOYO FIJO con Plancha de acero intermedio de 1/8" por cada viga. Usar Neopreno de 50 x 40 x 5 cm. El neopreno será de D50, G=8 kg/cm2. \A1;.25 \A1;.05 .25 .15 2Ø5/8" 0,48 0,48 0,48 0,05 0,05 0,05 0,40 0,35 2Ø5/8" 2Ø5/8" 2Ø5/8" 1,80 0,05 0,48 2Ø5/8" 0,25 0,10 1,70 Est. Ø 3/8" 2Ø5/8" 0,48 0,48 0,48 0,05 0,05 0,05 0,40 0,35 2Ø5/8" 2Ø5/8" 2Ø5/8" 1,55 0,05 1.45 0,25 0,10 Est. Ø 3/8" \A1;1.99 \A1;3.00 TUBO DE DRENAJE PVC Ø 3" VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" Nivel de Lecho de Rio 838.00 msnm Nivel Actuales de Rio 839.46 msnm Nivel Maximas Cresidas de Rio 840.99 msnm Nivel Base de Viga 843.20 msnm Cota Rasante de carret. 845.00 msnm S=6% Nivel de base de Zapata 834.500 msnm \A1;60°0' Con tuerca \A1;.15 \A1;.20 \A1;.15 ANCLAJE DE 1" APOYO FIJO con Plancha de acero intermedio de 1/8" por cada viga. Usar Neopreno de 50 x 40 x 5 cm. El neopreno será de D50, G=8 kg/cm2. \A1;.25 \A1;.05 .25 .15 \A1;.05 .25 .15 \A1;.20 15 .55 .50 1.05 \A1;.30 APOYO MOVIL con Plancha de acero intermedio de 1/8" por cada viga. Usar Neopreno de 50 x 40 x 5 cm. El neopreno será de D50, G=8 kg/cm2. ANCLAJE DE 1" .25 .15 VIGA DE CONCRETO As. Ø 3/4" @ 0.30 P As. Ø 1" @ 0.35 Q As. Ø 1" @ 0.35 B As. 2 Ø 1" @ 0.24 A As. Ø 1" @ 0.35 B' As. Ø 3/4" @ 0.30 J As Ø 1/2" : @ 0.35 H As Ø 1/2" : @ 0.35 I As. Ø 5/8" @ 0.28 4 As. Ø 5/8" @ 0.35 3 As. Ø 5/8" @ 0.28 5 As. Ø 5/8" @ 0.35 6 6 6 8 8 7 7 1 2 As Ø 1"+1As Ø3/4" 2 2 As Ø 3/4" As. Ø 3/4" @ 0.30 P As. Ø 1" @ 0.35 Q As. Ø 1" @ 0.35 B As. 2 Ø 1" @ 0.16 A As. Ø 1" @ 0.35 B' As. Ø 3/4" @ 0.30 J As Ø 1/2" : @ 0.35 H As Ø 1/2" : @ 0.35 I As. Ø 5/8" @ 0.28 4 As. Ø 5/8" @ 0.35 3 As. Ø 5/8" @ 0.28 5 As. Ø 5/8" @ 0.35 6 As. Ø 1/2" @ 0.20 8 As. Ø 1/2" @ 0.25 7 As. Ø 5/8" @ 0.25 10 As. Ø 1/2" @ 0.30 9 9 9 6 6 8 8 7 7 1 2 As Ø 1"+1As Ø3/4" 2 2 As Ø 3/4" 1955.798905082538 1955.798905082538 8 10 As. Ø 5/8" @ 0.25 L=4.15m \A1;1.55 As. Ø 1/2" @ 0.20 L=4.20m 1.10 \A1;.40 .30 As. Ø 5/8" @ 0.20 21 As. Ø 1/2" @ 0.20 20 10 As. Ø 1/2 22 \A1;1.00 \A1;1.50 As. Ø 3/4" @ 0.30 P As. Ø 1" @ 0.35 Q As. Ø 1" @ 0.35 B As. 2 Ø 1" @ 0.16 A As. Ø 1" @ 0.35 B' As. Ø 3/4" @ 0.30 J As Ø 1/2" : @ 0.35 H As Ø 1/2" : @ 0.35 I As. Ø 5/8" @ 0.28 4 As. Ø 5/8" @ 0.35 3 As. Ø 5/8" @ 0.28 5 As. Ø 5/8" @ 0.35 6 As. Ø 1/2" @ 0.20 8 As. Ø 1/2" @ 0.25 7 As. Ø 5/8" @ 0.25 10 As. Ø 1/2" @ 0.30 9 9 9 6 6 8 8 7 7 1 2 As Ø 1"+1As Ø3/4" 2 2 As Ø 3/4" 1955.798905082538 1955.798905082538 \A1;.56 \A1;.58 As. 2 Ø 1" @ 0.16 L=5.52m. A As. Ø 3/4" @ 0.30 L=4.55m. J 1955.798905082538 1955.798905082538 \A1;.80 \A1;.80 \A1;.22 \A1;.20 1 2 As Ø 1"+1As Ø3/4" L=7.88m 2 2 As Ø 3/4" L =6.19m. 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 \A1;.30 \A1;.20 \A1;.15 \A1;.30 1955.798905082538 1955.798905082538 As. Ø 5/8" @ 0.35 L=10.37 m. 6 As. Ø 5/8" @ 0.35 L=10.40 m. 3 1955.798905082538 1955.798905082538 10 As. Ø 1/2 22 As. Ø 5/8" @ 0.20 21 1.27 0.20 0.20 1.27 \A1;.60 \A1;.60 \A1;7.39 \A1;.22 \A1;.20 \A1;.80 1955.798905082538 1955.798905082538 As. 2 Ø 1" @ 0.16 L=3.15m. A As. Ø 3/4" @ 0.30 L=2.45m. J As. Ø 3/4" @ 0.30 L=4.37m. P 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 \A1;60°0' \A1;60°0' 836 840 844 848 0+036 0+040 0+044 0+048 0+052 0+056 0+060 0+064 0+068 0+072 0+076 841.2 841.2 841.2 841.4 841.6 841.8 841.8 841.6 841.5 840.8 840.2 839.8 839.2 838.5 838.2 839.6 846.3 847.4 849.4 845.4 851.3 838 842 846 850 TUBO DE DRENAJE PVC Ø 3" VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" Nivel de Lecho de Rio 838.00 msnm Nivel Actuales de Rio 839.46 msnm Nivel Maximas Cresidas de Rio 840.99 msnm Nivel Base de Viga 843.20 msnm Cota Rasante de carret. 845.00 msnm 834 S=6% 1955.798905082538 1955.798905082538 EXCAVACION BAJO AGUA 756.00M2 TUBO DE DRENAJE PVC Ø 3" VIGA DIAFRAGMA Cota Rasante de carret. 845.00 msnm S=6% RELLENO CON MATERIAL DE PRESTAMO 26.60M2 EXCAVACION EN CONDICION NORMAL 8.10M2 1955.798905082538 EXCAVACION BAJO AGUA 756.00M2 TUBO DE DRENAJE PVC Ø 3" EXCAVACION EN ROC FIJA 10.50M2 TUBO DE FG DE 2" TUBO DE FG DE 3" TUBO DE DRENAJE PVC SAP L=0.60 5 cm. DE ESPESOR CARPETA ASFALTICA DE LOSA PRINCIPAL DE CºAº F'C=280 kg/cm2 S=2% S=2% BARANDA VIGA PRINCIPAL VIGA DIAFRAGMA \A1;.95 \A1;.50 \A1;2.00 \A1;.50 \A1;.95 \A1;.50 \A1;.50 \A1;5.90 \A1;1.60 \A1;.20 \A1;.05 \A1;.15 \A1;.90 \A1;2.90 \A1;.80 \A1;.05 \A1;4.20 \A1;.05 \A1;.80 \A1;1.35 \A1;.25 CORTE 1 - 1 ESC: 1/25 As 2 Ø 5/8" K \A1;2.90 \A1;.10 \A1;2.90 \A1;.10 \A1;.10 \A1;.10 As 2 Ø 5/8" H As 2 Ø 5/8" J As 2 Ø 5/8" K' \A1;4.80 \A1;.10 \A1;.10 \A1;4.80 \A1;.10 \A1;.10 As. Ø 1/2" @ 0.15 12 4.80 \A1;.10 \A1;4.76 \A1;.10 As. Ø 1/2" @ 0.20 14 2Ø5/8" 0,48 0,48 0,48 0,05 0,05 0,05 0,40 0,35 2Ø5/8" 2Ø5/8" 2Ø5/8" 1,55 0,05 2Ø5/8" 0,48 0,48 0,48 0,05 0,05 0,05 0,25 0,35 2Ø5/8" 2Ø5/8" 2Ø5/8" 1,55 0,05 2Ø5/8" 0,48 0,48 0,48 0,05 0,05 0,05 0,25 0,35 2Ø5/8" 2Ø5/8" 2Ø5/8" 1,80 0,05 0,48 2Ø5/8" \A1;1.80 \A1;.40 \A1;.45 \A1;.45 \A1;.40 Est. Ø 1/2", 1@.05, 25@10, 5@15, r.@0.25 Est. Ø 1/2", 1@.05, 25@10, 5@15, r.@0.25 10 10 As 2 Ø 5/8" As 23 Ø 1" As 2 Ø 3/4" As 2 Ø 5/8" As 2 Ø 5/8" 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1.70 0,50 0,10 Est. Ø 1/2" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø3/4" 0,45 0,40 0,45 0,05 1.80 0,05 0,05 0,40 0,50 0,40 0,05 23Ø1" TUBO DE FG DE 2" TUBO DE FG DE 3" TUBO DE DRENAJE PVC SAP L=0.60 5 cm. DE ESPESOR CARPETA ASFALTICA DE LOSA PRINCIPAL DE CºAº F'C=280 kg/cm2 S=2% S=2% BARANDA VIGA PRINCIPAL VIGA DIAFRAGMA \A1;.95 \A1;.50 \A1;2.00 \A1;.50 \A1;.95 \A1;.50 \A1;.50 \A1;5.90 \A1;1.60 \A1;.20 \A1;.05 \A1;.15 \A1;.90 \A1;2.90 \A1;.80 \A1;.05 \A1;4.20 \A1;.05 \A1;.80 \A1;1.35 \A1;.25 CORTE 1 - 1 ESC: 1/25 \LVISTA EN PLANTAEN PLANTA \W5.13046; ESC: 1/125 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1 1 2 2 3 VIGA PRINCIPAL VIGA PRINCIPAL VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA CENTRAL VIGA DIAFRAGMA CENTRAL VIGA DIAFRAGMA CENTRAL APOYO MOVIL 3 Ø 1" TUBERIA DE DRENAJE Ø 3" TUBERIA DE DRENAJE Ø 3" APOYO FIJO 3 Ø 1" 3 \LVISTA EN PERFL LONGITUNINAL \H0.6667x;\lESC: 1/100 TUBO DE DRENAJE PVC Ø 3" VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" Nivel de Lecho de Rio 838.00 msnm Nivel Actuales de Rio 839.46 msnm Nivel Maximas Cresidas de Rio 840.99 msnm Nivel Base de Viga 843.20 msnm Cota Rasante de carret. 845.00 msnm S=6% Nivel de base de Zapata 834.500 msnm TUBO DE FG DE 2" TUBO DE FG DE 3" TUBO DE DRENAJE PVC SAP L=0.60 5 cm. DE ESPESOR CARPETA ASFALTICA DE LOSA PRINCIPAL DE CºAº F'C=280 kg/cm2 S=2% S=2% BARANDA VIGA PRINCIPAL VIGA DIAFRAGMA \A1;.95 \A1;.50 \A1;2.00 \A1;.50 \A1;.95 \A1;.50 \A1;.50 \A1;5.90 \A1;1.60 \A1;.20 \A1;.05 \A1;.15 \A1;.90 \A1;2.90 \A1;.80 \A1;.05 \A1;4.20 \A1;.05 \A1;.80 \A1;1.35 \A1;.25 CORTE 1 - 1 ESC: 1/25 As. Ø 3/8" @ 0.20 As. Ø 3/8" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 3/8" @ 0.20 As. Ø 3/8" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.25 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.30 As. 23 Ø 1" \FArial Narrow;\H0.75000x;\LDETALLE ESTRUCCTURAL EN 11 14 15 16 18 19 17 16 17 18 19 As. Ø 1/2" @ 0.15 12 As. Ø 3/8" @ 0.20 As. Ø 3/8" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 3/8" @ 0.20 As. Ø 3/8" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.25 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.30 As. 23 Ø 1" \FArial Narrow;\H0.75000x;\LDETALLE ESTRUCCTURAL EN 11 14 15 16 18 19 17 16 17 18 19 As. Ø 1/2" @ 0.15 12 \A1;.10 \A1;.40 \A1;.40 \LVIGA DIAFRAGMA DE APOYODIAFRAGMA DE APOYO \W5.44009; ESC: 1/25 Est Ø 3/8" 1 @ 0.05,r @ 0.10 Est Ø 3/8" 1 @ 0.05,r @ 0.10 As 2 Ø 5/8" J As 2 Ø 5/8" K' 5 5 As 2 Ø 5/8" J As 2 Ø 5/8" J As 2 Ø 5/8" K' \A1;4.80 \A1;.10 \A1;.10 \A1;4.80 \A1;.10 \A1;.10 As 2 Ø 5/8" J As 2 Ø 5/8" J As 2 Ø 5/8" J \LVIGA DIAFRAGMA DE INTERMEDIODIAFRAGMA DE INTERMEDIO \W6.90430; ESC: 1/25 Est Ø 3/8" 1 @ 0.05,r @ 0.10 As 2 Ø 5/8" H 4 4 1955.798905082538 1955.798905082538 1955.798905082538 As 2 Ø 5/8" K As 2 Ø 5/8" H As 2 Ø 5/8" H As 2 Ø 5/8" K \A1;2.90 \A1;.10 \A1;2.90 \A1;.10 \A1;.10 \A1;.10 H As 2 Ø 5/8" H As 2 Ø 5/8" H As 2 Ø 5/8" H \A1;.25 \A1;.43 \A1;.43 \A1;.25 \A1;1.85 \A1;.40 \A1;1.05 \A1;.30 \A1;2.13 \A1;1.35 \A1;.10 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 EJE LONG. DEL\fArial Narrow|b0|i1|c0|p34; PUENTE 1955.798905082538 SOLADO C:H , 1:10 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 As Ø1" \A1;.25 \A1;.43 \A1;.43 \A1;.25 \A1;1.35 \A1;.30 \A1;1.15 \A1;.50 \A1;2.00 \A1;.50 \A1;1.15 \A1;.30 \A1;5.90 \A1;1.05 \A1;.30 \A1;5.30 \A1;.30 \A1;.30 \A1;1.85 \A1;.40 \A1;1.05 \A1;.30 \A1;2.13 \A1;1.35 \A1;.10 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 NEOPRENO PARAPETO 11 11 EJE LONG. DEL\fArial Narrow|b0|i1|c0|p34; PUENTE 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 EJE LONG. DEL\fArial Narrow|b0|i1|c0|p34; PUENTE 1955.798905082538 SOLADO C:H , 1:10 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 As Ø1" \A1;1.35 \A1;.30 \A1;1.15 \A1;.50 \A1;2.00 \A1;.50 \A1;1.15 \A1;.30 \A1;5.90 \A1;1.05 \A1;.30 \A1;5.30 \A1;.30 \A1;.30 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 NEOPRENO PARAPETO 11 11 EJE LONG. DEL\fArial Narrow|b0|i1|c0|p34; PUENTE As Ø1/2"@0.30 As Ø5/8"@0.25 As Ø1/2"@0.20 As Ø1/2"@0.25 As Ø1/2"@0.30 As Ø5/8"@0.25 As Ø1/2"@0.20 As Ø1/2"@0.25 As Ø1/2"@0.20 As Ø1/2"@0.25 As Ø5/8"@0.25 As Ø1/2"@0.30 \A1;.20 \A1;.50 \A1;.25 \A1;.43 \A1;.43 \A1;.25 \A1;2.25 \A1;.10 \A1;1.85 \A1;.40 \A1;1.05 \A1;.30 \A1;1.35 \A1;.10 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 EJE LONG. DEL\fArial Narrow|b0|i1|c0|p34; PUENTE 1955.798905082538 SOLADO C:H , 1:10 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 As Ø1" 1955.798905082538 1955.798905082538 1955.798905082538 1955.798905082538 \A1;27.10 \A1;.85 \A1;4.20 \A1;.85 \A1;5.90 \A1;.13 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;.12 \A1;5.75 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1 1 2 2 3 3 VIGA PRINCIPAL VIGA PRINCIPAL VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA CENTRAL TUBERIA DE DRENAJE Ø 3" TUBERIA DE DRENAJE Ø 3" APOYO FIJO 3 Ø 1" 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 VIGA DIAFRAGMA DE APOYO APOYO FIJO 3 Ø 1" VIGA DIAFRAGMA CENTRAL VIGA DIAFRAGMA CENTRAL 1116.648844863289 \LVISTA EN PLANTA DE SUPERESTRUCTURAEN PLANTA DE SUPERESTRUCTURA ESC: 1/50 \A1;27.10 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;.55 \A1;.55 \A1;26.00 \A1;.13 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;1.85 \A1;.20 \A1;.13 \A1;.35 \A1;6.15 \A1;.35 \A1;6.15 \A1;.35 \A1;6.15 \A1;.35 \A1;6.15 \A1;.35 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 VIGA DIAFRAGMA TUBO DE DRENAJE PVC Ø 3" VIGA DIAFRAGMA VIGA DIAFRAGMA 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 \A1;2.00 \A1;.45 \A1;.50 \A1;.50 \A1;.45 \FArial Narrow;\LCORTE 3 - 3 Est. Ø 1/2", 1@.05, 25@10, 5@15, r.@0.25 Est. Ø 1/2", 1@.05, 25@10, 5@15, r.@0.25 10 10 As 2 Ø 5/8" As 23 Ø 1" As 2 Ø 3/4" As 2 Ø 5/8" As 2 Ø 5/8" 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 \A1;2.00 \A1;.45 \A1;.50 \A1;.50 \A1;.45 Est. Ø 1/2", 1@.05, 25@10, 5@15, r.@0.25 Est. Ø 1/2", 1@.05, 25@10, 5@15, r.@0.25 10 10 As 2 Ø 5/8" As 23 Ø 1" As 2 Ø 3/4" As 2 Ø 5/8" As 2 Ø 5/8" 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 \A1;27.00 \A1;.10 \A1;.10 \A1;27.00 \A1;.10 \A1;.10 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 As 23 Ø 1" As 4 Ø 3/4" As 2 Ø 5/8" As 2 Ø 5/8" As 2 Ø 5/8" \A1;.95 \A1;.50 \A1;2.00 \A1;.50 \A1;.95 \A1;.50 \A1;.50 \A1;5.90 \A1;1.80 \A1;.20 \A1;.05 \A1;.15 \A1;.90 \A1;3.10 \A1;.80 \A1;.05 \A1;4.20 \A1;.05 \A1;.80 \A1;1.50 \A1;.30 TUBO DE FG DE 2" TUBO DE FG DE 3" TUBO DE DRENAJE PVC DE L=0.60 CARPETA ASFALTICA DE 5 cm. DE ESPESOR LOSA PRINCIPAL DE CºAº F'C=280 kg/cm2 S=2% S=2% BARANDA VIGA DIAFRAGMA VIGA PRINCIPAL 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 \LCORTE 1 - 11 - 1 ESC: 1/50 \A1;.95 \A1;.50 \A1;2.00 \A1;.50 \A1;.95 \A1;.50 \A1;.50 \A1;5.90 \A1;2.00 \A1;.20 \A1;.05 \A1;.15 \A1;.90 \A1;3.10 \A1;.80 \A1;.05 \A1;4.20 \A1;.05 \A1;.80 \A1;1.80 TUBO DE FG DE 2" TUBO DE FG DE 3" TUBO DE DRENAJE PVC DE L=0.60 CARPETA ASFALTICA DE 5 cm. DE ESPESOR LOSA PRINCIPAL DE CºAº F'C=280 kg/cm2 S=2% S=2% BARANDA VIGA DIAFRAGMA VIGA PRINCIPAL 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 \LCORTE 2 - 22 - 2 ESC: 1/25 2Ø5/8" 0,50 0,45 0,50 0,05 0,05 0,05 0,25 0,50 2Ø5/8" 2Ø5/8" 2Ø5/8" 2.00 0,05 0,45 2Ø5/8" 1.60 0,25 0,10 Est. Ø 3/8" 5.08mm 5.71mm 5.08mm 5.71mm 5.08mm 5.71mm 5.08mm 1.27mm 1.27mm 2.54mm 5.00mm 2.54mm 2.54mm 5.00mm 26.43mm 1.27mm \LACERO VIGA LOSAVIGA LOSA ESC: 1/10 2.54mm 5.00mm As. Ø 3/8" @ 0.20 As. Ø 3/8" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 3/8" @ 0.20 As. Ø 3/8" @ 0.20 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.25 As. Ø 1/2" @ 0.20 As. Ø 1/2" @ 0.30 As. 26 Ø 1" \FArial Narrow;\H0.75000x;\LDETALLE ESTRUCCTURAL EN 11 14 15 16 18 19 17 16 17 18 19 As. Ø 1/2" @ 0.15 12 \LVIGA DIAFRAGMA DE APOYODIAFRAGMA DE APOYO \W5.44009; ESC: 1/25 Est Ø 3/8" 1 @ 0.05,r @ 0.10 Est Ø 3/8" 1 @ 0.05,r @ 0.10 As 2 Ø 5/8" J As 2 Ø 5/8" K' 5 5 As 2 Ø 5/8" J As 2 Ø 5/8" J As 2 Ø 5/8" J \A1;.10 \A1;.40 \A1;.40 \LVIGA DIAFRAGMA DE INTERMEDIODIAFRAGMA DE INTERMEDIO \W6.90430; ESC: 1/25 Est Ø 3/8" 1 @ 0.05,r @ 0.10 As 2 Ø 5/8" H 4 4 1116.648844863289 1116.648844863289 1116.648844863289 As 2 Ø 5/8" K As 2 Ø 5/8" H As 2 Ø 5/8" H As 2 Ø 5/8" K' \A1;4.80 \A1;.10 \A1;.10 \A1;4.80 \A1;.10 \A1;.10 As 2 Ø 5/8" J As 2 Ø 5/8" J As 2 Ø 5/8" J As 2 Ø 5/8" J As 2 Ø 5/8" K \A1;2.90 \A1;.10 \A1;2.90 \A1;.10 \A1;.10 \A1;.10 H As 2 Ø 5/8" H As 2 Ø 5/8" H As 2 Ø 5/8" H 2Ø5/8" 0,50 0,45 0,50 0,05 0,05 0,05 0,25 0,35 2Ø5/8" 2Ø5/8" 2Ø5/8" 2.00 0,05 0,45 2Ø5/8" 0,25 0,10 1,90 Est. Ø 3/8" 2Ø5/8" 0,60 0,50 0,50 0,05 0,05 0,05 0,25 0,35 2Ø5/8" 2Ø5/8" 2Ø5/8" 1,70 0,05 1.60 0,25 0,10 Est. Ø 3/8" \A1;6.00 \A1;2.75 \A1;.75 \A1;.20 \A1;9.50 TUBO DE FG DE 2" TUBO DE FG DE 3" TUBO DE DRENAJE PVC DE L=0.60 CARPETA ASFALTICA DE 50CM. DE ESPESOR LOSA PRINCIPAL DE CºAº F'C=280 kg/cm2 S=2% S=2% BARANDA VIGA DIAFRAGMA VIGA PRINCIPAL PANTALLA PANTALLA PANTALLA ZAPATA ZAPATA ZAPATA SOLADO C:H, 1:10 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 \A1;4.00 \A1;.30 \A1;3.45 \A1;7.75 \A1;.20 \A1;.75 \A1;6.00 \A1;.40 \A1;.30 \A1;2.05 \A1;.30 \A1;1.15 \A1;9.50 \A1;.20 \A1;.75 \A1;6.40 \A1;2.35 \A1;4.00 \A1;3.45 \A1;1.50 \A1;1.50 \A1;.40 \A1;.75 \A1;1.50 \A1;.30 SOLADO C:H , 1:10 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 Tub. PVC SAP Ø 2" @ 1.5 As. Ø 3/4" @ 0.30 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 \A1;4.00 \A1;.30 \A1;3.45 \A1;7.75 \A1;.20 \A1;.75 \A1;8.75 \A1;.30 \A1;9.50 \A1;.20 \A1;.80 \A1;5.95 \A1;2.75 \A1;4.00 \A1;3.45 \A1;1.50 \A1;1.50 \A1;1.50 SOLADO C:H , 1:10 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 Tub. PVC SAP 2" @ 0.30 1116.648844863289 1116.648844863289 1116.648844863289 Tub. PVC SAP Ø 2" @ 1.5 \A1;2.00 \A1;.30 \A1;1.75 \A1;4.05 \A1;.20 \A1;.75 \A1;6.00 \A1;6.75 \A1;.20 \A1;.80 \A1;5.95 \A1;.30 SOLADO C:H , 1:10 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 \A1;.50 \A1;1.75 \A1;.30 \A1;2.00 \A1;4.05 \A1;.30 \A1;2.50 \A1;.30 \A1;2.50 \A1;.30 \A1;5.90 \A1;.30 \A1;1.48 \A1;.30 \A1;1.45 \A1;.30 \A1;2.24 \A1;.36 \A1;1.15 \A1;.50 \A1;2.00 \A1;.50 \A1;1.15 \A1;.36 \A1;6.06 \A1;.30 \A1;1.48 \A1;.30 \A1;1.45 \A1;.30 \A1;2.24 \A1;6.06 \A1;.50 \A1;.30 \A1;1.50 \A1;.30 \A1;1.40 \A1;3.50 \A1;1.75 \A1;.30 \A1;2.00 \A1;4.05 \A1;.30 \A1;1.50 \A1;.30 \A1;1.40 \A1;3.50 \A1;7.65 \A1;7.65 \A1;10.68 B B 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 C C A A CONTRAFUERTES CONTRAFUERTES CONTRAFUERTES CONTRAFUERTES CORONA DE ALETA CORONA DE ALETA CONTRAFUERTES CONTRAFUERTES ZAPATA (PUNTA) 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 \A1;1.00 \A1;1.50 \A1;.30 1116.648844863289 1116.648844863289 As. 2 Ø 1" @ 0.15 A As. Ø 5/8" @ 0.28 4 As. Ø 1" @ 0.35 B As. Ø 1" @ 0.35 B' As. Ø 3/4" @ 0.30 J As. Ø 1" @ 0.35 Q As. Ø 3/4" @ 0.30 P As. Ø 5/8" @ 0.35 6 As. Ø 5/8" @ 0.28 5 6 6 As. Ø 5/8" @ 0.35 3 8 8 As Ø 1/2" : @ 0.35 I 2 3 As Ø 1" As Ø 1/2" : @ 0.35 H As. Ø 1/2" @ 0.20 8 As. Ø 1/2" @ 0.25 7 9 9 As. Ø 5/8" @ 0.25 10 As. Ø 1/2" @ 0.30 9 1116.648844863289 \A1;.75 \A1;.24 \A1;.60 \A1;.20 \A1;.20 \A1;.30 \A1;.30 6 As. Ø 5/8" @ 0.35 L=7.40 m. As. Ø 5/8" @ 0.35 L=7.40 m. 3 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1 3 As Ø 1" L=6.90m \A1;1.00 \A1;1.50 \A1;.30 1116.648844863289 1116.648844863289 As. 2 Ø 1" @ 0.20 A As. Ø 5/8" @ 0.28 4 As. Ø 1" @ 0.35 B As. Ø 1" @ 0.35 B' As. Ø 3/4" @ 0.30 J As. Ø 1" @ 0.35 Q As. Ø 3/4" @ 0.30 P As. Ø 5/8" @ 0.35 6 As. Ø 5/8" @ 0.28 5 6 6 As. Ø 5/8" @ 0.35 3 8 8 As Ø 1/2" : @ 0.35 I 2 3 As Ø 1" H 1116.648844863289 \A1;.20 \A1;.20 \A1;.30 \A1;.30 6 As. Ø 5/8" @ 0.35 L=9.42 m. As. Ø 5/8" @ 0.35 L=9.40 m. 3 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 \A1;.78 \A1;.58 8 10 As. Ø 5/8" @ 0.25 L=2.27m As. Ø 1/2" @ 0.20 L=2.30m \A1;.40 .30 1116.648844863289 1116.648844863289 As. Ø 3/4" @ 0.30 L=7.65m. P As. Ø 3/4" @ 0.30 L=4.70m. J As. 2 Ø 1" @ 0.16 L=5.52m. A As. Ø 1/2" @ 0.20 8 As. Ø 1/2" @ 0.25 7 As. Ø 5/8" @ 0.25 10 As. Ø 1/2" @ 0.30 9 As. Ø 5/8" @ 0.20 21 As. Ø 1/2" @ 0.20 20 10 As. Ø 1/2 22 \A1;.70 \A1;.50 \A1;.30 6 6 As. Ø 3/4" @ 0.30 J As. Ø 1" @ 0.35 B' As. 2 Ø 1" @ 0.24 A As. Ø 1" @ 0.35 B H As Ø 1/2" : @ 0.35 As. Ø 1" @ 0.20 Q As. Ø 3/4" @ 0.30 P 7 7 As Ø 1/2" : @ 0.35 I As. Ø 5/8" @ 0.28 4 As. Ø 5/8" @ 0.35 3 As. Ø 5/8" @ 0.28 5 As. Ø 5/8" @ 0.35 6 2 3 As Ø 1" 1116.648844863289 1116.648844863289 1116.648844863289 N.A.M.E Nivel Actuales de Rio 839.46 msnm \LVISTA EN PERFILEN PERFIL \W5.59473; ESC: 1/125 \A1;0.20 \A1;1.00 \A1;0.20 \A1;1.00 \A1;0.20 \A1;1.00 \A1;0.20 \A1;1.00 834 838 842 836 840 Cota Rasante de carret. 846.80 msnm PUNTALES DE 16" x 11' LARGUEROS DE 8" x16"*x 73' TABLONES 8" x2"*x 73' PUNTALES DE 8" x 14' PUNTALES DE 16" x 12' PUNTALES DE 16" x 8' PUNTALES DE 16" x 5' PUNTALES DE 16" x 5' SOLADO DE Cº f´c= 140kg/cm2 DE 1.0 x 1.0 x 0.20m. 844 848 846 TUBO DE DRENAJE PVC Ø 3" VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" Cota Rasante de carret. 845.00 msnm Nivel de base de Zapata 834.500 msnm 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 S=6% TUBO DE DRENAJE PVC Ø 3" VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" Nivel de Lecho de Rio 838.00 msnm Nivel Actuales de Rio 839.46 msnm Nivel Maximas Cresidas de Rio 840.99 msnm Nivel Base de Viga 843.20 msnm Cota Rasante de carret. 845.00 msnm S=6% TERRENO ROCA FIJA Nivel de base de Zapata 834.30 msnm \A1;60°0' \A1;60°0' 836 840 844 848 0+036 0+040 0+044 0+048 0+052 0+056 0+060 0+064 0+068 0+072 0+076 841.2 841.2 841.2 841.4 841.6 841.8 841.8 841.6 841.5 840.8 840.2 839.8 839.2 838.5 838.2 839.6 846.3 847.4 849.4 845.4 851.3 838 842 846 TUBO DE DRENAJE PVC Ø 3" VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" Nivel de Lecho de Rio 838.00 msnm Nivel Actuales de Rio 839.46 msnm Nivel Maximas Cresidas de Rio 840.99 msnm Nivel Base de Viga 843.20 msnm Cota Rasante de carret. 845.00 msnm 834 S=6% 1116.648844863289 1116.648844863289 Nivel de base de Zapata 834.30 msnm \A1;1.50 \A1;1.50 \A1;1.50 \A1;3.85 \A1;.30 \A1;3.35 \A1;7.50 \A1;.20 \A1;.80 \A1;7.15 \A1;.40 \A1;.30 \A1;1.85 \A1;.30 \A1;1.05 \A1;10.50 \A1;.20 \A1;.80 \A1;7.55 \A1;2.15 \A1;3.50 \A1;2.65 SOLADO C:H , 1:10 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 Tub. PVC SAP 2" @ 0.30 1116.648844863289 1116.648844863289 1116.648844863289 Tub. PVC SAP Ø 2" @ 1.5 \A1;1.50 \A1;1.50 \A1;1.50 Tub. PVC SAP 2" @ 0.30 1116.648844863289 1116.648844863289 1116.648844863289 Tub. PVC SAP Ø 2" @ 1.5 \A1;2.30 \A1;.30 \A1;1.90 \A1;4.50 \A1;.20 \A1;.80 \A1;7.15 \A1;7.95 \A1;.20 \A1;.80 \A1;7.15 \A1;.30 \A1;1.50 \A1;1.50 \A1;1.50 SOLADO C:H , 1:10 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 1116.648844863289 Tub. PVC SAP 2" @ 0.30 1116.648844863289 1116.648844863289 1116.648844863289 Tub. PVC SAP Ø 2" @ 1.5 \A1;.20 \A1;.15 \A1;1.10 \A1;1.20 \A1;1.20 \A1;1.50 \A1;3.85 \A1;.30 \A1;3.35 \A1;7.50 \A1;.20 \A1;.80 \A1;9.70 \A1;10.50 \A1;.20 \A1;.80 \A1;7.55 \A1;2.15 \A1;.30 \A1;3.85 \A1;.30 \A1;3.35 \A1;7.50 \A1;.20 \A1;.80 \A1;7.15 \A1;.40 \A1;.30 \A1;1.85 \A1;.30 \A1;1.05 \A1;10.50 \A1;.20 \A1;.80 \A1;7.55 \A1;2.15 SOLADO C:H , 1:10 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 Tub. PVC SAP Ø 2" @ 1.5 1624.261731500557 SOLADO C:H , 1:10 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 1624.261731500557 Tub. PVC SAP Ø 2" @ 1.5 SOLADO C:H , 1:10 \A1;2.30 \A1;.30 \A1;1.90 \A1;4.50 \A1;.20 \A1;.80 \A1;7.15 \A1;7.95 \A1;.20 \A1;.80 \A1;7.15 Tub. PVC SAP Ø 2" @ 1.5 \A1;60°0' 841.6 841.8 841.8 841.6 TUBO DE DRENAJE PVC Ø 3" VIGA DIAFRAGMA TUBO DE DRENAJE PVC Ø 3" Nivel Base de Viga 843.20 msnm Cota Rasante de carret. 845.00 msnm S=6% 1624.261731500557 Nivel de base de Zapata 834.50 msnm EXCAVACION BAJO AGUA EXCAVACION EN CONDICION NORMAL RELLENO CON MATERIAL \W3.23810; DE PRESTAMO TUBO DE DRENAJE PVC Ø 3" EXCAVACION EN \W1.78571; ROCA FIJA \A1;5.80 \A1;5.90 \A1;5.80 1607.080057290196 1607.080057290196 1607.080057290196 Tub. Ø 4" C/Agujeros de Ø1/2" @ 0.15 en la Parte Superior S=2% S=2% S=2% S=2% Y Y Z Z X X PANTALLA DE ALETA PANTALLA DE ESTRIBO PANTALLA DE ALETA \LVISTA EN PLANTA DE TUBERIAEN PLANTA DE TUBERIA \W6.69048; \FArial Narrow;\H0.75000x;\LDE DRENAJE \A1;.20 \A1;.15 \A1;1.10 \A1;1.20 S=6% 1607.080057290196 1607.080057290196 1607.080057290196 Tub. Ø 4" C/Agujeros de Ø1/2" @ 0.15 en la Parte Superior RELLENO CON MATERIAL SELECCIONADO Ø =1/2" 1607.080057290196 \LCORTE X - XX - X \W4.13052; ESC: 1/25 \A1;.20 \A1;.15 \A1;1.10 1607.080057290196 1607.080057290196 1607.080057290196 RELLENO CON MATERIAL SELECCIONADO Ø =1/2" Tub. Ø 4" C/Agujeros de Ø1/2" @ 0.15 en la Parte Superior S=6% \LCORTE Y - YY - Y \W3.30913; ESC: 1/25 \A1;1.10 \A1;.20 \A1;.15 Tub. Ø 4" C/Agujeros de Ø1/2" @ 0.15 en la Parte Superior 1607.080057290196 1607.080057290196 1607.080057290196 RELLENO CON MATERIAL SELECCIONADO Ø =1/2" \LCORTE Z - ZZ - Z \W3.38056; ESC: 1/25 \A1;1.50 \A1;1.50 \A1;2.05 \A1;1.50 \A1;1.50 \A1;1.50 \A1;2.05 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 Tub. de Drenaje PVC SAP Ø 2" @ 1.5m Tub. de Drenaje PVC SAP Ø 2" @ 1.5m Tub. de Drenaje PVC SAP Ø 2" @ 1.5m \W0.28571; \FArial Narrow;\H0.75000x;\LVISTA FRONTALDE SISTEMA DE \A1;.20 \A1;.15 \A1;1.10 \A1;1.20 S=6% 1607.080057290196 1607.080057290196 1607.080057290196 Tub. Ø 4" C/Agujeros de Ø1/2" @ 0.15 en la Parte Superior RELLENO CON MATERIAL SELECCIONADO Ø =1/2" 1607.080057290196 \LCORTE X - XX - X \W4.13052; ESC: 1/50 \A1;.20 \A1;.15 \A1;1.10 1607.080057290196 1607.080057290196 1607.080057290196 RELLENO CON MATERIAL SELECCIONADO Ø =1/2" Tub. Ø 4" C/Agujeros de Ø1/2" @ 0.15 en la Parte Superior S=6% \LCORTE Y - YY - Y \W3.30913; ESC: 1/50 \A1;1.10 \A1;.20 \A1;.15 Tub. Ø 4" C/Agujeros de Ø1/2" @ 0.15 en la Parte Superior 1607.080057290196 1607.080057290196 1607.080057290196 RELLENO CON MATERIAL SELECCIONADO Ø =1/2" \LCORTE Z - ZZ - Z \W3.38056; ESC: 1/50 \A1;5.80 \A1;5.90 \A1;5.80 1607.080057290196 1607.080057290196 1607.080057290196 Tub. Ø 4" C/Agujeros de Ø1/2" @ 0.15 en la Parte Superior S=2% S=2% S=2% S=2% Y Y Z Z X X PANTALLA DE ALETA PANTALLA DE ESTRIBO PANTALLA DE ALETA \LVISTA EN PLANTA DE TUBERIAEN PLANTA DE TUBERIA \W6.69048; \FArial Narrow;\H0.75000x;\LDE DRENAJE \A1;.20 \A1;.15 \A1;1.10 \A1;1.20 S=6% 1607.080057290196 1607.080057290196 1607.080057290196 Tub. Ø 4" C/Agujeros de Ø1/2" @ 0.15 en la Parte Superior RELLENO CON MATERIAL SELECCIONADO Ø =1/2" 1607.080057290196 \LCORTE X - XX - X \W4.13052; ESC: 1/75 \A1;.20 \A1;.15 \A1;1.10 1607.080057290196 1607.080057290196 1607.080057290196 RELLENO CON MATERIAL SELECCIONADO Ø =1/2" Tub. Ø 4" C/Agujeros de Ø1/2" @ 0.15 en la Parte Superior S=6% \LCORTE Y - YY - Y \W3.30913; ESC: 1/75 \A1;1.10 \A1;.20 \A1;.15 Tub. Ø 4" C/Agujeros de Ø1/2" @ 0.15 en la Parte Superior 1607.080057290196 1607.080057290196 1607.080057290196 RELLENO CON MATERIAL SELECCIONADO Ø =1/2" \LCORTE Z - ZZ - Z \W3.38056; ESC: 1/75 S=6% 1607.080057290196 1607.080057290196 1607.080057290196 Tub. Ø 4" C/Agujeros de Ø1/2" @ 0.15 en la Parte Superior 1607.080057290196 \LCORTE X - XX - X \W4.13052; ESC: 1/75 RELLENO CON MATERIAL FILTRO USANDO PIEDRA Ø =1/2" \A1;.20 \A1;.15 \A1;1.10 1607.080057290196 1607.080057290196 1607.080057290196 Tub. Ø 4" C/Agujeros de Ø1/2" @ 0.15 en la Parte Superior S=6% \LCORTE Y - YY - Y \W3.30913; ESC: 1/75 RELLENO CON MATERIAL FILTRO USANDO PIEDRA Ø =1/2" \A1;1.10 \A1;.20 \A1;.15 Tub. Ø 4" C/Agujeros de Ø1/2" @ 0.15 en la Parte Superior 1607.080057290196 1607.080057290196 1607.080057290196 RELLENO CON MATERIAL FILTRO USANDO PIEDRA Ø =1/2" \LCORTE Z - ZZ - Z \W3.38056; ESC: 1/75 \A1;8.10 \A1;8.10 \A1;.50 \A1;2.30 \A1;.50 \A1;2.30 \A1;10.63 \A1;8.37 \A1;8.37 \A1;6.02 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 L L \FArial Narrow;\H0.75000x;\LVISTA EN PLANTA DE ENROCADO 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 \A1;8.10 \A1;8.10 \A1;.50 \A1;2.30 \A1;.50 \A1;2.30 \A1;10.63 \A1;8.37 \A1;8.37 \A1;6.02 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 L L \FArial Narrow;\H0.75000x;\LVISTA EN PLANTA DE ENROCADO 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 Enrocado Usando Piedra De Tamaños en loa Siguientes % - Piedra Ø 100cm. en 25% - Piedra Ø 70cm. en 25% - Piedra Ø 50cm en 30% - Piedra Ø 30cm en 20% \A1;1.00 \A1;3.20 \A1;3.20 \A1;8.05 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1 1 \LCORTE L - LL - L \W3.98767; ESC: 1/75 Enrocado Usando Piedra De Tamaños en loa Siguientes % - Piedra Ø 100cm. en 25% - Piedra Ø 70cm. en 25% - Piedra Ø 50cm en 30% - Piedra Ø 30cm en 20% 0.40 0.50 .05 de D50 G=8 Kg/cm2 con plancha metalica Neopreno de 50x40x5cm intermedia de e=1/8" .20 .10 .20 .10 .15 .15 .20 .10 .20 .10 .15 .15 0.40 0.50 .05 de D50 G=8 Kg/cm2 con plancha metalica Neopreno de 50x40x5cm intermedia de e=1/8" \A1;.56 \A1;.58 \A1;.56 As. 2 Ø 1" @ 0.16 L=5.52m. A As. Ø 3/4" @ 0.30 L=4.55m. J 1607.080057290196 1607.080057290196 1607.080057290196 \A1;.30 \A1;.30 \A1;.20 \A1;.15 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 As. Ø 5/8" @ 0.35 L=17.890 m. 3 6 As. Ø 5/8" @ 0.35 L=7.80 m. \A1;1.85 \A1;.40 \A1;1.05 \A1;.30 \A1;1.35 \A1;.10 \A1;.25 \A1;.42 \A1;.42 \A1;.25 \A1;.30 \A1;.50 \A1;2.25 \A1;.10 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 EJE LONG. DEL\fArial Narrow|b0|i1|c0|p34; PUENTE 1607.080057290196 SOLADO C:H , 1:10 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 As Ø1" 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 \A1;1.80 \A1;.40 \A1;.45 \A1;.45 \A1;.40 \A1;.60 Est. Ø 1/2", 1@.05, 25@10, 5@15, r.@0.25 Est. Ø 1/2", 1@.05, 25@10, 5@15, r.@0.25 10 10 As 2 Ø 5/8" As 23 Ø 1" As 2 Ø 3/4" As 2 Ø 5/8" As 2 Ø 5/8" 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 \A1;.14 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;.14 \A1;24.00 \A1;.85 \A1;4.20 \A1;.85 \A1;5.90 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1 1 2 2 3 3 VIGA PRINCIPAL VIGA PRINCIPAL VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA DE APOYO VIGA DIAFRAGMA CENTRAL VIGA DIAFRAGMA CENTRAL VIGA DIAFRAGMA CENTRAL APOYO MOVIL TUBERIA DE DRENAJE Ø 3" TUBERIA DE DRENAJE Ø 3" APOYO FIJO \LVISTA EN PLANTA DE SUPERESTRUCTURAEN PLANTA DE SUPERESTRUCTURA ESC: 1/50 \A1;1.00 \A1;3.20 \A1;3.20 \A1;8.05 \A1;2.30 \A1;2.30 \A1;10.63 \A1;8.37 \A1;8.37 \A1;6.02 \A1;8.09 \A1;8.09 1607.080057290196 1607.080057290196 L L \FArial Narrow;\H0.75000x;\LVISTA EN PLANTA DE ENROCADO 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 Enrocado Usando Piedra De Tamaños en los Siguientes % - Piedra Ø 100cm. en 25% - Piedra Ø 70cm. en 25% - Piedra Ø 50cm en 30% - Piedra Ø 30cm en 20% 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1 1 \LCORTE L - LL - L \W3.98767; ESC: 1/75 Enrocado Usando Piedra De Tamaños en los Siguientes % - Piedra Ø 100cm. en 25% - Piedra Ø 70cm. en 25% - Piedra Ø 50cm en 30% - Piedra Ø 30cm en 20% Nivel de Lecho de Rio BASE DE CAJUELA ZAPATA 7.88m 1 Ø 1" 2 Ø 1" \A1;.60 \A1;2.77 1607.080057290196 1607.080057290196 \A1;.60 1607.080057290196 As Ø 1" @0.50 L=2.80m .60 Anclaje encajuela con As. Ø 1" @ 0.50 .60 .40 1.78 .60 Anclaje encajuela con As. Ø 1" @ 0.50 .60 .40 1.78 APOYO FIJO con Plancha de acero intermedio de 1/8" por cada viga. Usar Neopreno de 50 x 40 x 5 cm. El neopreno será de D50, G=8 kg/cm2. \A1;.35 \A1;.30 \A1;.70 \A1;3.85 \A1;.30 \A1;3.35 \A1;7.50 \A1;.20 \A1;.80 \A1;7.15 \A1;.40 \A1;.30 \A1;1.85 \A1;.30 \A1;1.05 \A1;10.50 \A1;.20 \A1;.80 \A1;7.55 \A1;2.15 \A1;1.20 SOLADO C:H , 1:10 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 Tub. PVC SAP Ø 2" @ 1.5 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 \A1;1.35 \A1;.30 \A1;1.15 \A1;.50 \A1;2.00 \A1;.50 \A1;1.15 \A1;.30 \A1;5.90 \A1;1.05 \A1;.30 \A1;5.30 \A1;.30 \A1;.30 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 PARAPETO 11 11 EJE LONG. DEL\fArial Narrow|b0|i1|c0|p34; PUENTE APOYO FIJO con Plancha de acero intermedio de 1/8" por cada viga. Usar Neopreno de 50 x 40 x 5 cm. El neopreno será de D50, G=8 kg/cm2. As Ø1/2"@0.30 As Ø5/8"@0.25 As Ø1/2"@0.20 As Ø1/2"@0.25 As Ø1/2"@0.30 As Ø5/8"@0.25 As Ø1/2"@0.20 As Ø1/2"@0.25 As Ø1/2"@0.20 As Ø1/2"@0.25 As Ø5/8"@0.25 As Ø1/2"@0.30 As Ø1/2"@0.20 As Ø1/2"@0.20 As Ø1/2"@0.30 As Ø5/8"@0.25 As Ø1/2"@0.25 As Ø1/2"@0.20 \A1;2.30 \A1;2.30 \A1;10.63 \A1;8.37 \A1;8.37 \A1;6.02 \A1;8.09 \A1;8.09 1607.080057290196 1607.080057290196 L L \FArial Narrow;\H0.75000x;\LVISTA EN PLANTA DE ENROCADO 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 Enrocado Usando Piedra De Tamaños en los Siguientes % - Piedra Ø 100cm. en 25% - Piedra Ø 70cm. en 25% - Piedra Ø 50cm en 30% - Piedra Ø 30cm en 20% \A1;4.00 \A1;.40 \A1;.20 \A1;.20 \A1;.40 \A1;.40 \A1;3.20 BASE DE CAJUELA ZAPATA 7.88m 1 Ø 3/4" 2 Ø 1" 2 Ø 3/4" 6.19m \A1;.14 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;1.76 \A1;.20 \A1;.14 \A1;24.00 \A1;.35 \A1;5.65 \A1;.35 \A1;5.15 \A1;.35 \A1;5.15 \A1;.35 \A1;5.65 \A1;.35 \A1;.33 \A1;6.00 \A1;5.50 \A1;5.50 \A1;6.00 \A1;.50 \A1;.50 \A1;23.00 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 TUBO DE DRENAJE PVC Ø 3" VIGA DIAFRAGMA VIGA DIAFRAGMA VIGA DIAFRAGMA TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" TUBO DE DRENAJE PVC Ø 3" \A1;1.80 \A1;.40 \A1;.45 \A1;.45 \A1;.40 \A1;.60 Est. Ø 1/2", 1@.05, 25@10, 5@15, r.@0.25 Est. Ø 1/2", 1@.05, 25@10, 5@15, r.@0.25 10 10 As 2 Ø 5/8" As 23 Ø 1" As 2 Ø 3/4" As 2 Ø 5/8" As 2 Ø 5/8" 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 1607.080057290196 Est. Ø 1/2", 1@.05, 25@10, 5@15, r.@0.25 Est. Ø 1/2", 1@.05, 25@10, 5@15, r.@0.25 10 10 As 2 Ø 5/8" As 23 Ø 1" As 2 Ø 3/4" As 2 Ø 5/8" As 2 Ø 5/8" \A1;1.80 \A1;.40 \A1;.45 \A1;.45 \A1;.40 \A1;.60 MI RAZA POR SPIRITV E H L A R A B A L E +000 NPT \A1;45° \A1;45°a60° \A1;4a5 mm. \A1;4a5 mm. \A1;10d \A1;135° \A1;135° \A1;45° \A1;4mm. \A1;3mm. \A1;3mm. \A1;4mm. \A1;45° \A1;3mm. \A1;d/2 \A1;d/2 \A1;10 mm. min. \A1;d/2 \A1;d/2 \A1;12d min. 25 cm. \A1;45°a60° \A1;4mm. \A1;4mm. \A1;45°a60° \A1;0.20 \A1;0.50 \A1;0.15 \A1;0.15 \A1;4.05 \A1;1.75 \A1;1.97 \A1;3.29 \A1;1.68 \A1;2.73 \A1;2.00 \A1;2.00 \A1;4.05 \A1;1.75 \A1;1.97 \A1;3.29 \A1;1.68 \A1;2.73 \A1;2.00 \A1;2.00 \A1;4.05 \A1;1.75 \A1;1.97 \A1;3.29 \A1;1.68 \A1;2.73 \A1;2.00 \A1;2.00 \A1;4.05 \A1;1.75 \A1;1.97 \A1;3.29 \A1;1.68 \A1;2.73 \A1;2.00 \A1;2.00 \A1; ING. YVAN LAURA VARGAS Cotas: Centimetros Clave: Contenido: Localización: NORTE Referencia: Niveles: Metros Escala: Fecha: Proyecto: ESTRUCTURAL Dirección: planta Secretaria Administrativa. CORTE ESQUEMATICO: FECHA: Nº OBSERVACIONES: NOMBRE REVISIONES: Entrega definitiva: Este plano sustituye a los anteriores Junio 2013 Junio 2010 1. NO DEBEN TOMARSE COTAS A ESCALA DE ESTE PLANO LAS DIMENSIONES INDICADAS EN AREA DE AMPLIACIÓN SE VERIFICARAN EN OBRA. ACOTACIONES Y NIVELES EN METROS NOTAS GENERALES 2. 3. SIMBOLOGIA ESPECIFICA SIMBOLOGIA GENERAL NOTAS ESPECÍFICAS: 2013 1 - - DR. Director de Ciencias de la Atmósfera de la UNAM: Director General: Director de Proyectos: Proyecto Estructural: Proyectista: 2013 2 - - PLANTA VALOR INDICA NIVEL EN CORTE O ALZADO NIVEL DE PLAFON NIVEL DE PISO TERMINADO NIVEL CORONAMIENTO DE PRETIL NIVEL DE PRETIL DE VENTANA NIVEL LECHO ALTO DE TRABE NIVEL LECHO BAJO DE TRABE NIVEL LECHO BAJO DE LOSA NIVEL LECHO ALTO DE LOSA NIVEL DE CERRAMIENTO NIVEL DESPLANTE DE MURO INDICA LINEA DE CORTE NDM NC NLAL NLBL NLBT NLAT NPV NCP NPT NP INDICA NIVEL PLANTA CAMBIO DE NIVEL EN PISO CAMBIO DE NIVEL EN PLAFON ALTURA DE MURO SOBRE N.P.T. HM 1 : 50 A-01 Puente peatonal salida de emergencia Arq. Jesús Escalera G. b) EN "V" DOBLE 45° c) BISEL EN "V" SENCILLAS d) BISEL EN "V" DOBLES 45°a60° ANGULO o PLACA CURVA DE RESPALDO 4a5 mm. SOLDADURA PARA VARILLAS DEL # 8, 10 Y 12 4a5 mm. 10d 135° 135° 45° 4mm. 3mm. 3mm. 4mm. 45° SECCION A - A 3mm. a) BISEL EN "V" SENCILLA POSICION VERTICAL. HORIZONTAL Y c) y d) PARA VARILLAS EN EN VARILLAS QUE SE SUELDAN EN POSICION LAS PREPARACIONES a) y b) SE EMPLEARAN E-90-XX EN UNION VARILLA PLACA, o PLACA A VARILLA. E-70-XX EN UNION PLACA A DETALLES DEL REFUERZO " MEDIA CANAL " d/2 d/2 6 mm. DOBLADA EN PLACA DE RESPALDO DE ELECTRODOS CON VARILLA. 10 mm. min. 6 mm. EJE DE SIMETRIA d/2 RESPALDO DE d/2 ANGULO DE 12d min. 25 cm. A SOLDADURA 45°a60° 4mm. 4mm. 45°a60° A CIMBRA COMPACTACION Y CAPACIDAD DE CARGA CONCRETO RECUBRIMIENTO ACERO * SE LE CONSIDERO AL TERRENO UNA CAPACIDAD DE CARGA Ft=5 Ton/m2 * LA CIMBRA DEBERA ESTAR COMPLETAMENTE LIMPIA, NIVELADA o A PLOMO. * EL ENGRASADO DEBERA HACERSE ANTES DE COLOCAR EL ARMADO. * EL APOYO DE PUNTALES DEBERA HACERSE SOBRE ARRASTRES * TODO RELLENO QUE SE HAGA SERA CON MATERIAL INERTE (TEPETATE) PRODUCTO DE BANCO * SE EFECTUARA UN DESPALME DE ±100 cm. RESPECTO AL NIVEL ACTUAL DEL TERRENO. * LA PLANTILLA SERA DE CONCRETO POBRE DE cm. DE ESPESOR CON UN * SE USARA CONCRETO CLASE 1 Y 2 CON UNA RESISTENCIA A LA COMPRESION DE * EL TAMAÑO MAXIMO DEL AGREGADO GRUESO SERA DE 2 cm. (3/4"). TRABES COLUMNAS CONTRATRABES LOSAS DALAS 2.0 cm. 3.0 cm. 3.0 cm. 1.5 cm. 3.0 cm. ADECUADOS PERFECTAMENTE APOYADOS SOBRE EL TERRENO. EN CAPAS DE 15 cm, BAJO FIRMES SERA DE 30 CM IGUAL EN CAPAS COMPACTADO RECOMENDADA POR EL ESTUDIO DE MECANICA DE SUELOS. AL 90% DE SU P.V.S.M. DE PRUEBA PROCTOR. f'c=100 kg/cm. f'c=250 kg/cm Y f'c=200 Kg/cm 2 2 5 DADOS 3.0 cm. MUROS DE CONCRETO 2.0 cm. NOTAS * CONSULTE EL PLANO ARQUITECTONICO PARA LOCALIZACION DE CADENAS, * ACOTACIONES EN CENTIMETROS Y NIVELES EN METROS. * ESTAS ESPECIFICACIONES SE COMPLEMENTAN CON LAS DEL REGLAMENTO DE * UTILECE ESTE PLANO EXCLUSIVAMENTE PARA CONSTRUCCION DE ESTRUCTURA ARQUITECTONICO CORRESPONDIENTE CONSULTESE AL ESTRUCTURISTA. EN CASO DE QUE NO CONCUERDE CON LAS DIMENSIONES GENERALES DEL PLANO CASTILLOS, MUROS Y NIVELES. * SE USARA ACERO DE REFUERZO CON UNA RESISTENCIA fy=4200 kg/cm2. * TODA MODIFICACION DEBERA SER APROBADA POR EL DISEÑADOR ESTRUCTURAL. * EN COLUMNAS SOLO PODRA TRASLAPARSE EN LA MITAD CENTRAL DEL ELEMENTO * LONGITUD DE TRASLAPES 40 d, ESCUADRAS 12 d SALVO DONDE SE INDIQUE * EL ACERO DE REFUERZO DEBERA CUMPLIR CON LAS NORMAS DGN B-6 1974 * LAS UNIONES DE VARILLAS DEL # 8 Y MAYORES DEBERAN SOLDARSE. o DGN B-294 1972 DANDO PARTICULAR IMPORTANCIA AL ESFUERZO MINIMO DE EN CONTRATRABES PARA EL LECHO SUPERIOR AL TERCIO DEL CLARO Y PARA EL LECHO INFERIOR DENTRO DEL TERCIO MEDIO. OTRA MEDIDA. FLUENCIA, AL CORRUGADO Y AL DOBLADO. * LA CIMENTACION NO DEBERA DESPLANTARSE SOBRE RELLENOS LOS CUALES EN CASO DE QUE NO EN CASO DE EXISTIR DEBERAN DE SER RETIRADOS EN SU TOTALIDAD. CONSTRUCCIONES PARA EL D.F. 2004 Y SUS NORMAS TECNICAS COMPLEMENTARIAS SISMO Y CARGAS CONSIDERADAS * FACTOR DE CARGA: 1.5 * ACABADOS VER PLANO CORRESPONDIENTE. * ZONA DE LA REPUBLICA: B * GRUPO B * TIPO DE SUELO: II * C.S.DISEÑO=0.34 * C.S.=0.34 x 1.5 = 0.51 * F.C.S Q=2 * APLICAR EPOXINE 200 DE FESTER EN TODA UNIÓN DE CONCRETO VIEJO A NUEVO DE ACUERDO A ESPECIFICACIONES DEL FABRICANTE. * C.M.+C.V = 800 kg/m2 EN ENTREPISO RAMPA * EL ACERO DE REFUERZO DEBERA CUMPLIR CON LAS NORMAS DGN B-6 1974 2 ACERO ESTRUCTURAL ESPECIFICACIONES: CALIFICADO PARA EL CONTROL DE LAS CONEXIONES 2. SOLDADURAS E-70XX. EN PULGADAS. 4. ACOTACIONES EN CENTIMETROS. 3. SOLDADURAS EN MILIMETROS, ESPESORES DE PLACAS 6. SE DEBERA DE CONTRATAR A UN LABORATORIO 5. LAS SOLDADURAS DE TODA LA ESTRUCTURA DEBERAN HACERSE POR SOLDADORES CALIFICADOS. 1. ACERO ESTRUCTURAL A-36 fy=2530 kg/cm. DETALLES CONSTRUCTIVOS TIPO: Cotas: Centimetros Clave: Contenido: Localización: NORTE Referencia: Niveles: Metros Escala: Fecha: Proyecto: ESTRUCTURAL Dirección: planta Secretaria Administrativa. CORTE ESQUEMATICO: FECHA: Nº OBSERVACIONES: NOMBRE REVISIONES: Entrega definitiva: Este plano sustituye a los anteriores Junio 2013 Junio 2010 1. NO DEBEN TOMARSE COTAS A ESCALA DE ESTE PLANO LAS DIMENSIONES INDICADAS EN AREA DE AMPLIACIÓN SE VERIFICARAN EN OBRA. ACOTACIONES Y NIVELES EN METROS NOTAS GENERALES 2. 3. SIMBOLOGIA ESPECIFICA SIMBOLOGIA GENERAL NOTAS ESPECÍFICAS: 2013 1 - - DR. Director de Ciencias de la Atmósfera de la UNAM: Director General: Director de Proyectos: Proyecto Estructural: Proyectista: 2013 2 - - PLANTA VALOR INDICA NIVEL EN CORTE O ALZADO NIVEL DE PLAFON NIVEL DE PISO TERMINADO NIVEL CORONAMIENTO DE PRETIL NIVEL DE PRETIL DE VENTANA NIVEL LECHO ALTO DE TRABE NIVEL LECHO BAJO DE TRABE NIVEL LECHO BAJO DE LOSA NIVEL LECHO ALTO DE LOSA NIVEL DE CERRAMIENTO NIVEL DESPLANTE DE MURO INDICA LINEA DE CORTE NDM NC NLAL NLBL NLBT NLAT NPV NCP NPT NP INDICA NIVEL PLANTA CAMBIO DE NIVEL EN PISO CAMBIO DE NIVEL EN PLAFON ALTURA DE MURO SOBRE N.P.T. HM 1 : 50 E-01 Puente peatonal salida de emergencia Arq. Jesús Escalera García REFUERZO 2 d 3/4" EST. d 5/16" @ 20 2 d 3/4" TRABE TIPO T-2 ESCALA: 1:10 CORTE FRENTE Cotas en centimetros \A1;30 \A1;20 REFUERZO 2 d 3/4" EST. d 5/16" @ 20 4 d 3/4" TRABE TIPO T-1 ESCALA: 1:10 CORTE FRENTE Cotas en centimetros 2 d 3/8" \A1;25 \A1;20 \A1;50 REFUERZO EST. ESPIRAL d 3/8" @ 15 8 d 3/4" DADO TIPO DC-1 ESCALA: 1:10 CORTE FRENTE Cotas en centimetros \A1;1.50 \A1;1.50 (AMBOS SENTIDOS) d 1/2" @ 20 cm \A1;1.50 \A1;1.50 e e \A1;0.30 0.82 \A1;0.50 \A1;0.20 \A1;1.82 \A1;0.07 \A1;0.68 \A1;0.51 \A1;0.68 \A1;0.07 \A1;0.65 \A1;0.70 \A1;0.65 \A1;0.45 TRABE T-1 TRABE T-2 VACIO TRABE T-1 DADO DC-1 ZAPATA ZA-1 \A1;0.50 \A1;0.50 \A1;0.50 \A1;1.50 +00 NTN CABEZAL TIPO CE-1 ESCALA: 1:10 CORTE FRENTE Cotas en metros ZAPATA TIPO ZA-1 ESCALA: 1:10 CORTE FRENTE Cotas en metros ZAPATA TIPO ZA-1 ESCALA: 1:10 CORTE FRENTE e-e Cotas en metros \A1;Estribo 1/2" (AMBOS SENTIDOS) 8 d 3/4" (AMBOS SENTIDOS) d 1/2" @ 20 cm (AMBOS SENTIDOS) 8 d 3/4" PATAS DE TRABE T-1 PATAS DE TRABE T-1 LOSA TIPO L-1 ESCALA: 1:10 CORTE FRENTE Cotas en metros \A1;2.00 \A1;0.12 \A1;1.76 \A1;0.12 \A1;0.15 \A1;0.15 \A1;0.30 (AMBOS SENTIDOS) d 3/8" @ 30 cm Arquitectónico Planta estructural AUDITORIO RAMPA SUPERESTRUCTURA ESCALA: 1:10 PLANTA VISTA TRABES SUPERIORES Y LOSA Cotas en metros RAMPA SUPERESTRUCTURA ESCALA: 1:10 PLANTA VISTA TRABES INFERIORES Cotas en metros RAMPA CIMENTACIÓN ESCALA: 1:10 PLANTA VISTA INFERIOR ZAPATAS Cotas en metros TRABE T-3 TRABE T-3 TRABE TIPO T-3 ESCALA: 1:10 CORTE FRENTE Cotas en centimetros REFUERZO 2 d 3/8" EST. d 5/16" @ 20 2 d 3/8" \A1;12 \A1;25 \A1;30 EST. ESPIRAL d 3/8" @ 15 CIMBRA COMPACTACION Y CAPACIDAD DE CARGA CONCRETO RECUBRIMIENTO ACERO * SE LE CONSIDERO AL TERRENO UNA CAPACIDAD DE CARGA Ft=5 Ton/m2 * LA CIMBRA DEBERA ESTAR COMPLETAMENTE LIMPIA, NIVELADA o A PLOMO. * EL ENGRASADO DEBERA HACERSE ANTES DE COLOCAR EL ARMADO. * EL APOYO DE PUNTALES DEBERA HACERSE SOBRE ARRASTRES * TODO RELLENO QUE SE HAGA SERA CON MATERIAL INERTE (TEPETATE) PRODUCTO DE BANCO * SE EFECTUARA UN DESPALME DE ±100 cm. RESPECTO AL NIVEL ACTUAL DEL TERRENO. * LA PLANTILLA SERA DE CONCRETO POBRE DE cm. DE ESPESOR CON UN * SE USARA CONCRETO CLASE 1 Y 2 CON UNA RESISTENCIA A LA COMPRESION DE * EL TAMAÑO MAXIMO DEL AGREGADO GRUESO SERA DE 2 cm. (3/4"). TRABES COLUMNAS CONTRATRABES LOSAS DALAS 2.0 cm. 3.0 cm. 3.0 cm. 1.5 cm. 3.0 cm. ADECUADOS PERFECTAMENTE APOYADOS SOBRE EL TERRENO. EN CAPAS DE 15 cm, BAJO FIRMES SERA DE 30 CM IGUAL EN CAPAS COMPACTADO RECOMENDADA POR EL ESTUDIO DE MECANICA DE SUELOS. AL 90% DE SU P.V.S.M. DE PRUEBA PROCTOR. f'c=100 kg/cm. f'c=250 kg/cm Y f'c=200 Kg/cm 2 2 5 DADOS 3.0 cm. MUROS DE CONCRETO 2.0 cm. NOTAS * CONSULTE EL PLANO ARQUITECTONICO PARA LOCALIZACION DE CADENAS, * ACOTACIONES EN CENTIMETROS Y NIVELES EN METROS. * ESTAS ESPECIFICACIONES SE COMPLEMENTAN CON LAS DEL REGLAMENTO DE * UTILECE ESTE PLANO EXCLUSIVAMENTE PARA CONSTRUCCION DE ESTRUCTURA ARQUITECTONICO CORRESPONDIENTE CONSULTESE AL ESTRUCTURISTA. EN CASO DE QUE NO CONCUERDE CON LAS DIMENSIONES GENERALES DEL PLANO CASTILLOS, MUROS Y NIVELES. * SE USARA ACERO DE REFUERZO CON UNA RESISTENCIA fy=4200 kg/cm2. * TODA MODIFICACION DEBERA SER APROBADA POR EL DISEÑADOR ESTRUCTURAL. * EN COLUMNAS SOLO PODRA TRASLAPARSE EN LA MITAD CENTRAL DEL ELEMENTO * LONGITUD DE TRASLAPES 40 d, ESCUADRAS 12 d SALVO DONDE SE INDIQUE * EL ACERO DE REFUERZO DEBERA CUMPLIR CON LAS NORMAS DGN B-6 1974 * LAS UNIONES DE VARILLAS DEL # 8 Y MAYORES DEBERAN SOLDARSE. o DGN B-294 1972 DANDO PARTICULAR IMPORTANCIA AL ESFUERZO MINIMO DE EN CONTRATRABES PARA EL LECHO SUPERIOR AL TERCIO DEL CLARO Y PARA EL LECHO INFERIOR DENTRO DEL TERCIO MEDIO. OTRA MEDIDA. FLUENCIA, AL CORRUGADO Y AL DOBLADO. * LA CIMENTACION NO DEBERA DESPLANTARSE SOBRE RELLENOS LOS CUALES EN CASO DE QUE NO EN CASO DE EXISTIR DEBERAN DE SER RETIRADOS EN SU TOTALIDAD. CONSTRUCCIONES PARA EL D.F. 2004 Y SUS NORMAS TECNICAS COMPLEMENTARIAS SISMO Y CARGAS CONSIDERADAS * FACTOR DE CARGA: 1.5 * ACABADOS VER PLANO CORRESPONDIENTE. * ZONA DE LA REPUBLICA: B * GRUPO B * TIPO DE SUELO: II * C.S.DISEÑO=0.34 * C.S.=0.34 x 1.5 = 0.51 * F.C.S Q=2 * APLICAR EPOXINE 200 DE FESTER EN TODA UNIÓN DE CONCRETO VIEJO A NUEVO DE ACUERDO A ESPECIFICACIONES DEL FABRICANTE. * C.M.+C.V = 800 kg/m2 EN ENTREPISO RAMPA * EL ACERO DE REFUERZO DEBERA CUMPLIR CON LAS NORMAS DGN B-6 1974 2 ACERO ESTRUCTURAL ESPECIFICACIONES: CALIFICADO PARA EL CONTROL DE LAS CONEXIONES 2. SOLDADURAS E-70XX. EN PULGADAS. 4. ACOTACIONES EN CENTIMETROS. 3. SOLDADURAS EN MILIMETROS, ESPESORES DE PLACAS 6. SE DEBERA DE CONTRATAR A UN LABORATORIO 5. LAS SOLDADURAS DE TODA LA ESTRUCTURA DEBERAN HACERSE POR SOLDADORES CALIFICADOS. 1. ACERO ESTRUCTURAL A-36 fy=2530 kg/cm. DETALLES CONSTRUCTIVOS TIPO: Cotas: Centimetros Clave: Contenido: Localización: NORTE Referencia: Niveles: Metros Escala: Fecha: Proyecto: ESTRUCTURAL Dirección: planta Secretaria Administrativa. CORTE ESQUEMATICO: FECHA: Nº OBSERVACIONES: NOMBRE REVISIONES: Entrega definitiva: Este plano sustituye a los anteriores Junio 2013 Junio 2010 1. NO DEBEN TOMARSE COTAS A ESCALA DE ESTE PLANO LAS DIMENSIONES INDICADAS EN AREA DE AMPLIACIÓN SE VERIFICARAN EN OBRA. ACOTACIONES Y NIVELES EN METROS NOTAS GENERALES 2. 3. SIMBOLOGIA ESPECIFICA SIMBOLOGIA GENERAL NOTAS ESPECÍFICAS: 2013 1 - - DR. Director de Ciencias de la Atmósfera de la UNAM: Director General: Director de Proyectos: Proyecto Estructural: Proyectista: 2013 2 - - PLANTA VALOR INDICA NIVEL EN CORTE O ALZADO NIVEL DE PLAFON NIVEL DE PISO TERMINADO NIVEL CORONAMIENTO DE PRETIL NIVEL DE PRETIL DE VENTANA NIVEL LECHO ALTO DE TRABE NIVEL LECHO BAJO DE TRABE NIVEL LECHO BAJO DE LOSA NIVEL LECHO ALTO DE LOSA NIVEL DE CERRAMIENTO NIVEL DESPLANTE DE MURO INDICA LINEA DE CORTE NDM NC NLAL NLBL NLBT NLAT NPV NCP NPT NP INDICA NIVEL PLANTA CAMBIO DE NIVEL EN PISO CAMBIO DE NIVEL EN PLAFON ALTURA DE MURO SOBRE N.P.T. HM 1 : 50 E-02 Puente peatonal salida de emergencia Arq. Jesús Escalera García Planta estructural CABEZAL TIPO CE-1 (AMBOS SENTIDOS) d 3/8" @ 30 cm RAMPA SUPERESTRUCTURA ESCALA: 1:10 PLANTA VISTA TRABES SUPERIORES Y LOSA Cotas en metros +1.41 NTN +00 NTN CORTE A-A ESCALA: 1:10 CORTE ESTRUCTURAL LONGITUDINAL Cotas en metros +1.56 NTN Trabe T-3 Trabe T-1 Trabe T-1 Trabe T-1 Dado DC-1 Zapata ZA-1 Trabe T-2 Trabe T-2 Trabe T-2 Trabe T-3 Cabezal CB-1 Cabezal CB-1 Cabezal CB-1 5 5 \A1;0.82 5 5 \A1;1.82 \A1;0.37 +1.41 NTN +00 NTN +1.56 NTN Trabe T-3 Trabe T-1 Trabe T-1 Trabe T-1 Dado DC-1 Zapata ZA-1 Trabe T-2 Trabe T-2 Trabe T-2 Trabe T-3 Cabezal CB-1 Cabezal CB-1 Cabezal CB-1 \A1;0.20 \A1;0.50 0.82 \A1;0.15 \A1;0.15 1.82 CORTE A-A CORTE ESTRUCTURAL LONGITUDINAL Cotas en metros \A1;0.30 0.82 \A1;0.50 \A1;0.20 \A1;1.82 \A1;0.45 LOSA TIPO L-1 ESCALA: 1:10 CORTE FRENTE Cotas en metros \A1;2.00 \A1;0.12 \A1;1.76 \A1;0.12 \A1;0.15 \A1;0.15 \A1;0.30 (AMBOS SENTIDOS) d 3/8" @ 30 cm TRABE T-3 TRABE T-3 CABEZAL TIPO CE-1 (AMBOS SENTIDOS) d 3/8" @ 30 cm \A1;0.37 e e \A1;0.30 0.82 \A1;0.50 \A1;0.20 \A1;1.82 \A1;0.07 \A1;0.68 \A1;0.51 \A1;0.68 \A1;0.07 \A1;0.65 \A1;0.70 \A1;0.65 \A1;0.45 TRABE T-1 TRABE T-2 VACIO TRABE T-1 DADO DC-1 ZAPATA ZA-1 \A1;0.50 \A1;0.50 \A1;0.50 \A1;1.50 +00 NTN CABEZAL TIPO CE-1 ESCALA: 1:10 CORTE FRENTE Cotas en metros \A1;Estribo 1/2" \A1;0.37 5 5 5 5 5 5 5 5 \LT-2 h=15 cm CONCRETO F'c=200 kg/m2 VARILLA 3/8" @ 30 cm (DOBLE PARILLA) \LT-2 CONCRETO F'c=200 kg/m2 VARILLA 3/8" @ 30 cm (DOBLE PARILLA) \LT-2 CONCRETO F'c=200 kg/m2 VARILLA 3/8" @ 30 cm (DOBLE PARILLA) h=15 cm h=15 cm \LT-3 \LT-3 \LT-3 \LT-3 \LT-3 \LT-3 \LT-3 \LT-3 5 5 5 5 5 5 5 5 \LT-1 \LT-1 \LT-1 \LT-1 \LT-1 \LT-1 5 5 5 5 5 5 5 5 \LDC-1 \LZA-1 \LDC-1 \LZA-1 \LDC-1 \LZA-1 5 5 5 5 5 5 5 5 \LT-2 h=15 cm CONCRETO F'c=200 kg/m2 VARILLA 3/8" @ 30 cm (DOBLE PARILLA) \LT-2 CONCRETO F'c=200 kg/m2 VARILLA 3/8" @ 30 cm (DOBLE PARILLA) \LT-2 CONCRETO F'c=200 kg/m2 VARILLA 3/8" @ 30 cm (DOBLE PARILLA) h=15 cm h=15 cm \LT-3 \LT-3 \LT-3 \LT-3 \LT-3 \LT-3 \LT-3 \LT-3

Language	Spanish
Drawing Type	Block
Category	Doors & Windows
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	abrigo, access, acesso, autocad, based, block, bridge, concrete, DWG, emergency, exit, hut, l'accès, la sécurité, obdach, ogement, pedestrian, ramp, safety, security, shelter, sicherheit, structure, supports, type, vigilancia, Zugang

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