Pedestrian Bridge Footbridge DWG Full Project for AutoCAD

Pedestrian Bridge Footbridge DWG Full Project for AutoCAD

pedestrian bridge project with sections elevations and details

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

p. of water brown, prolg. san buenaventura, san lorenzo, villa de ayala, road to cienegas, track, boating, peripheral ring, hacienda xalpa, ozolotepec, cuicatlan, ayautla, teotepec, mixtepec, chimalapa, hacienda salaices, hacienda texmelucan, the flower, sta.ursula, anahuac, ranch zinampa, ranch upacuaro, ranch romeral, the needle, the avocado, rcho., rancho poppies, rancho del lul, hiding ranch, ranch, pima, black stones, sta. cross, ranch altamira, av. coffee plantations, ranch ranch, sto. tomas, rcho. nook, stay, ranch lagoon, bees, beautiful view ranch, palmar, orange groves, sta ranch. Cecilia, Calz. of the bombs, uam xochimilco, f. wood, miguel hidalgo, josefa o. dominguez, beloved nervo, p. of the wheel, v. carranza, mayorazgo, hacienda avenue, tamazula mill, tenorios, calipan mill, canaverales, san miguelito mill, cotton fields, bone road, cacahuatales, boundary, spot, candelilla, butler, fairies, pasture, calz. tenorios, don refuge, collars, av. irrigation, the era, pool, av. river, av sauzales, casaano, av. coffee plantations, cherry trees, hda. mazatepec, alfalfares, hda. of Christ, floral, hda. of the flower, hda. hillocks, barley, pine forests, national channel, strawberry trees, texmelucan, hda. beautiful view, coapa farms, c. national, sports, cuemenco, flower market, plants, periphery, nature reserve, area, viewpoint, the ahuehuetes, lake acitlalin, jetty, kiosk, the axolotls, the kite, island, myths, lake huetzalin, cuemanco, ecological park, xochimilco, esc .: plant, n. p. t., projection alfarda, up, down, peripheral, national channel, uam, north, plane :, projected :, elaborated :, scale :, bounded :, date :, pedestrian bridge, location :, project :, key :, sketch of location., reviewed:, dro, date, description, no., vo.bo., no.:, plane of set, meters, simbology, marin mondragon jonathan., leperevargas thadhia., montaño guerrero mary cruz, walls rangel myriam ., perez de dios amaury., metropolitan autonomous university, house open to the weather, sciences and arts for the design, view of the stair floor, view of the ramp floor, architectural plan, prestressed fence, neoprene heel, drowned in a drawer, pile, see map structural, elevation section, prestressed central beam, elevation, plant, stiffeners view plant, front view, profile view, cut flush on short sides, angle frame, rest detail, projection structure plate, support step, section step, detail step , column projection, rail support, staircase side elevation east, see detail, prestressed trapeze, neoprene juinta, last detail cant, stiffener, starting shoe see flat cim., prefabricated column, union alfarda-zapata start, projection ring, drowned in prestressed, lid, prestressed beam cajon, taqueteada , detail union between pergolas, projection of perforated sheet, the dimension can vary according to the trabe in question, see architectural plans, detail union rings to prestressed beam profile view, detail union ring-laminated perforated, detail union plate and oc for ring , detail union rings front view, detail of ring construction, lepere vargas thadhia., plant east side staircase, plant view, concrete template, natural terrain, notes of metal structure, all structural steel for rolled profiles type or sera type , architectural since there is variation between prestressed beams, diameter, with one, the perforations will be rectangular, axis of the shoe, step axis, plate bas e, electrowelded mesh, trabe i or cajon, concrete, sheet for, isomètrico.-detail of the slab reinforcement, protection plate, pile shaft, steel, lock, ramp top view, adjustment

Raw text data extracted from CAD file:

P. DE AGUA PRIETA PROLG. SAN BUENAVENTURA SAN LORENZO VILLA DE AYALA CAMINO A CIENEGAS PISTA DE CANOTAJE C. 24 ANILLO PERIFERICO HACIENDA XALPA OZOLOTEPEC CUICATLAN AYAUTLA TEOTEPEC MIXTEPEC CHIMALAPA HACIENDA SALAICES HACIENDA TEXMELUCAN LA FLOR STA.URSULA ANAHUAC RANCHO ZINAMPA RANCHO UPACUARO RANCHO ROMERAL LA AGUJA DEL AGUACATE RCHO. RANCHO AMAPOLAS RANCHO DEL RAYO RANCHO ESCONDIDO RANCHO PIMA PIEDRAS NEGRAS RANCHO STA. CRUZ RANCHO ALTAMIRA Av. CAFETALES RANCHO ESTANZUELA HACIENDA STO. TOMAS RCHO. RECOVECO LA ESTANCIA RANCHO LAGUNA LAS ABEJAS RANCHO VISTA HERMOSA EL PALMAR NARANJALES HACIENDA STA. CECILIA CALZ. DE LA BOMBAS UAM XOCHIMILCO F. MADERO MIGUEL HIDALGO JOSEFA O. DOMINGUEZ AMADO NERVO P. DE AGUA PRIETA P. DE LA NORIA ANILLO PERIFERICO V. CARRANZA MAYORAZGO AVENIDA DE LA HACIENDA INGENIO TAMAZULA TENORIOS INGENIO CALIPAN CANAVERALES INGENIO SAN MIGUELITO ALGODONALES CALZADA DEL HUESO CACAHUATALES LINDERO PARAJE CANDELILLA MAYORDOMO LAS HADAS POTRERO CALZ. TENORIOS DON REFUGIO COLLERAS AV. RIEGO LA ERA PILETA AV. RIO AV SAUZALES CASASANO AV. CAFETALES AV. CAFETALES CEREZOS HDA. MAZATEPEC CANAVERALES ALFALFARES HDA. DEL CRISTO FLORALES HDA. DE LA FLOR HDA. MONTECILLOS CEBADALES PINARES CANAL NACIONAL FRESALES TEXMELUCAN HDA. VISTA HERMOSA CANAVERALES GRANJAS COAPA C. NACIONAL ANILLO PERIFERICO ANILLO PERIFERICO CANAL NACIONAL CALZADA DEL HUESO ANILLO PERIFERICO DEPORTIVO CUEMENCO MERCADO DE FLORES Y PLANTAS PERIFERICO RESERVA NATURAL DE AREA MIRADOR DE LOS AHUEHUETES LAGO ACITLALIN EMBARCADERO KIOSKO DE LOS AJOLOTES KIOSKO DEL PAPALOTE ISLA DE LOS MITOS LAGO HUETZALIN MIRADOR EMBARCADERO CUEMANCO PARQUE ECOLOGICO XOCHIMILCO de ESC.: 1:100 1 Planta N. P. T. ±0.00 1 \A1;0.30 -966.9440451611372 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.20 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.20 \A1;2.00 \A1;15.62 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 -985.1028179913228 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 19 20 24 25 26 27 28 29 30 31 32 33 34 35 36 37 PROYECCION ALFARDA AL-1 18 38 39 40 22 23 -985.1028179913228 21 S -985.1028179913228 -985.1028179913228 \A1;28.91 \A1;33.45 \A1;27.02 \A1;31.38 \A1;33.11 \A1;43.69 \A1;4.50 \A1;30.85 \A1;13.18 \A1;13.17 \A1;2.00 \A1;2.00 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.20 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;31.58 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;3.04 \A1;3.04 \A1;3.04 \A1;3.04 \A1;3.04 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;3.10 \A1;3.10 \A1;3.10 \A1;3.10 \A1;3.10 \A1;2.00 \A1;1.99 \A1;2.00 \A1;1.99 \A1;2.00 \A1;23.39 \A1;28.85 \A1;33.88 \A1;2.03 \A1;2.00 \A1;1.20 \A1;1.75 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;5.70 \A1;7.26 \A1;1.50 \A1;1.75 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 -1224.500282667432 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 28 27 26 25 24 23 22 21 20 19 PROYECCION ALFARDA PROYECCION ALFARDA 29 -1224.500282667432 SUBE \A1;4.50 \A1;2.00 \A1;28.58 \A1;3.50 \A1;3.49 \A1;13.18 \A1;2.00 \A1;13.17 \A1;13.15 -1281.116668819865 -1281.116668819865 -1281.116668819865 -1281.116668819865 -1281.116668819865 -1281.116668819865 1 -1281.116668819865 -1281.116668819865 2 3 -1281.116668819865 RAMPA 8% BAJA PERIFERICO,CANAL NACIONAL,UAM Norte PLANO: Proyectó: Elaboró: escala: acotado: 25/10/10 fecha: PUENTE PEATONAL UBICACIÓN: PROYECTO: CLAVE: CROQUIS DE LOCALIZACIÓN. Revisó: D.R.O. FECHA DESCRIPCIÓN No. Vo.Bo. No.: ARQ-1 PLANO DE CONJUNTO METROS SIMBOLOGIA A-1 EQUIPO 2: MARIN MONDRAGON JONATHAN. LEPEREVARGAS THADHIA. MONTAÑO GUERRERO MARY CRUZ PAREDES RANGEL MYRIAM. PEREZ DE DIOS AMAURY. UNIVERSIDAD AUTONOMA METROPOLITANA Casa Abierta al Tiempo Ciencias y Artes para el Diseño 1:300 1 Planta N. P. T. ±0.00 DETALLE 3 -1096.314391696014 -1096.314391696014 -1096.314391696014 1 2 3 4 5 6 7 8 9 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 A B -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 DETALLE 2 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 -1096.314391696014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 19 20 24 25 26 27 28 29 30 31 32 33 34 35 36 37 PROYECCION ALFARDA AL-1 18 38 39 40 -1096.314391696014 22 23 -1096.314391696014 VISTA PLANTA ESCALERA VISTA PLANTA RAMPA S/E S/E S/E PLANTA ARQUITECTONICA 21 S -1096.314391696014 VISTA PLANTA ESCALERA RAMPA 8% BAJA RAMPA 8% BAJA RAMPA 8% BAJA z-1 z-1 z-1 z-1 z-1 z-1 z-1 z-1 z-1 z-1 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\A1;1.43 \A1;1.89 \A1;0.35 \A1;17.75 \A1;17.75 \A1;17.75 \A1;2.41 \A1;1.35 \A1;5.23 \A1;6.29 \A1;1.35 \A1;5.30 \A1;3.00 \A1;3.07 \A1;7.88 \A1;7.88 \A1;300 \A1;25 \A1;70 \A1;25 \A1;80 \A1;10 \A1;30 \A1;120 \A1;5 \A1;25 \A1;60 \A1;30 \A1;30 \A1;5 \A1;25 \A1;60 \A1;90 \A1;90 \A1;80 \A1;10 \A1;30 \A1;120 \A1;300 \A1;25 \A1;70 \A1;90 \A1;300 \A1;90 \A1;25 \A1;300 \A1;2.52 \A1;0.36 \A1;0.09 \A1;2.52 \A1;0.96 \A1;0.61 \A1;0.96 \A1;0.43 \A1;0.42 \A1;0.28 \A1;0.28 \A1;0.41 \A1;0.43 \A1;0.09 \A1;0.09 \A1;0.49 \A1;300 \A1;0.37 \A1;0.37 \A1;0.37 \A1;0.18 \A1;0.18 \A1;0.18 \A1;1.95 \A1;0.09 \A1;0.03 \A1;0.07 \A1;1.43 \A1;0.47 \A1;1500 \A1;100 \A1;100 \A1;0.37 \A1;0.39 \A1;0.05 \A1;0.16 \A1;17.75 \A1;17.75 \A1;0.40 \A1;0.40 \A1;0.10 \A1;1.28 \A1;R0.10 \A1;R0.10 \A1;0.10 \A1;0.26 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;31.17 \A1;31.38 \A1;4.51 \A1;0.46 \A1;1.42 \A1;5.50 \A1;2.09 \A1;5.55 \A1;AJUSTE \A1;6.22 \A1;90 \A1;90 \A1;300 \A1;90 \A1;90 \A1;0.11 \A1;0.11 \A1;0.11 \A1;0.35 \A1;0.39 \A1;0.96 \A1;0.61 \A1;0.96 \A1;0.09 \A1;0.43 \A1;0.42 \A1;0.28 \A1;0.28 \A1;0.41 \A1;0.43 \A1;0.36 \A1;0.11 \A1;0.11 \A1;0.11 \A1;3.20 \A1;0.49 \A1;1.50 \A1;1500 \A1;1500 \A1;5 \A1;76° \A1;101° \A1;0.37 \A1;0.37 \A1;0.39 \A1;1.15 \A1;0.12 \A1;1.26 \A1;0.18 \A1;0.12 \A1;1.35 \A1;0.60 \A1;0.39 \A1;0.05 \A1;0.20 \A1;0.60 \A1;AJUSTE \A1;1.29 \A1;0.11 \A1;0.84 \A1;0.85 \A1;73° \A1;0.07 \A1;1.63 \A1;75° \A1;2.09 \A1;70° \A1;6° \A1;16° \A1;0.15 \A1;0.19 \A1;0.11 \A1;60° \A1;0.07 \A1;0.25 \A1;2.15 \A1;2.56 \A1;0.95 \A1;1.46 \A1;3.89 \A1;2.41 \A1;0.48 \A1;2.45 \A1;0.48 \A1;0.91 \A1;0.50 \A1;0.69 \A1;0.10 \A1;0.55 \A1;0.41 \A1;0.41 \A1;0.04 \A1;0.10 \A1;0.05 \A1;0.15 \A1;3.00 \A1;0.40 \A1;1.32 \A1;1.75 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;5.70 \A1;7.26 \A1;1.50 \A1;1.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;AJUSTE \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;3.10 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;2.58 \A1;0.36 \A1;0.59 \A1;0.59 \A1;2.58 -1295.295023770886 -1295.295023770886 -1295.295023770886 -1295.295023770886 -1295.295023770886 1/4'' ORQUILLA PRETENSADA ORQUILLA PRETENSADA 1/4'' TACON DE NEOPRENO PL 1/2 AHOGADA EN CAJON COLUMNA PRETENSADA C-1 N.P.T. + 0 PILA VER PLANO ESTRUCTURAL ZAPATA Z-1 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 N.P.T. + 107.19 N.P.T. + 105.84 -1282.528466329779 N.D. + 96.55 -1282.528466329779 -1282.528466329779 -1282.528466329779 A 3' 1' 2' -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 ALZADO SECCION VIGA CENTRAL PRETENSADA -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 2 1 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 ALZADO -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 ORQUILLA PRETENSADA ORQUILLA PRETENSADA PL 1/4 PL 1/4 PL 1/4 PL 1/4 PL 1/4 TACON DE NEOPRENO PL 1/2 AHOGADA EN CAJON COLUMNA PRETENSADA C-1 PILA VER PLANO ESTRUCTURAL ZAPATA Z-1 ORQUILLA PRETENSADA ORQUILLA PRETENSADA PL 1/4 PL 1/4 PL 1/4 PL 1/4 PL 1/4 TACON DE NEOPRENO PL 1/2 AHOGADA EN CAJON COLUMNA PRETENSADA C-1 N.P.T. + 99.62 PILA VER PLANO ESTRUCTURAL ZAPATA Z-1 -1282.528466329779 B A -1282.528466329779 -1282.528466329779 -1282.528466329779 N.P.T. + 99.55 N.D. + 96.55 -1282.528466329779 -1282.528466329779 -1282.528466329779 N.P.T. + 107.19 N.P.T. + 105.84 N.P.T. + 107.19 N.P.T. + 105.84 -1282.528466329779 -1282.528466329779 N.D. + 96.55 -1282.528466329779 -1282.528466329779 ARMADO ZAPATA 1 Est#4c @10 cm(D) Est#5c @15 cm(F) Est#4c @10 cm(C) Vs#3c@20cm(A) Vs#3c@20cm(A) Vs#5c@20cm(B) Vs#5c@20cm(B) PLANTA -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 ALZADO -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 \A1;OC 8" \A1;Pl \S1#2; " \A1;Pl \S1#2; " \A1;OC 8" \A1;Pl \S1#2; " Atiesadores Ver planta -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 VISTA FRONTAL VISTA PERFIL PLANTA -1282.528466329779 CORTADA A RAS EN LADOS CORTOS DOBLADA A 90° EN LADOS LARGOS PLACA ANTIDERRAPANTE CALIBRE 12 MARCO DE ANGULO DE DETALLE DESCANSO PROYECCION OC 8" PROYECCION ESTRUCTURA PLACA -1282.528466329779 CALZA DE PLACA 13 mm ESPESOR PLACA ANTIDERRAPANTE CAL. 12 PROYECCION OC 8" -1282.528466329779 -1282.528466329779 SOPORTE ESCALON \A1; PL\S3/8;\H1.429x; " -1282.528466329779 OC 8'' \A1; PL \S3/8;\H1.429x; " CORTADA A RAS EN LADOS CORTOS DOBLADA A 90° EN LADOS LARGOS PLACA ANTIDERRAPANTE CALIBRE 12 -1282.528466329779 -1282.528466329779 \A1; MARCO DE ANGULO SECCION ESCALON DETALLE ESCALON \A1;PL\S3/8; " \A1;atiezador PL \S1/2;\H1.429x;" \A1;atiezador PL \S1/2;\H1.429x;" \A1;atiezador PL \S1/2;\H1.429x;" \A1;atiezador PL \S1/2;\H1.429x;" \A1;atiezador PL \S1/2;\H1.429x;" \A1;atiezador PL \S1/2;\H1.429x;" \A1;atiezador PL \S1/2;\H1.429x;" Proyección de columna \A1;OC 8" \A1;Pl \S1#2; " \A1;OC 8" SOPORTE BARANDAL -1282.528466329779 -1282.528466329779 -1282.528466329779 \A1;PL\S3/8;\H1.429x; " OC 2" X 5.44 kg/m CED. 40 ALZADO ESCALERA LADO ORIENTE -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 VER DETALLE OC 8''X 1/2" X 64.64 K/ml \A1; MARCO DE ANGULO DE 2" X \S1/4; " X 4.75 kg/m PLACA ANTIDERRAPANTE CAL. 12 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 OC 1" X 2.50 kg/m CED. 40 OC 1" X 2.50 kg/m CED. 40 OC 1" OC 1" OC 2" \A1; MARCO DE ANGULO DE 2" X \S1/4; " X 4.75 kg/m \A1; PL \S3/8;\H1.429x; " PLACA ANTIDERRAPANTE CAL. 12 PLACA ANTIDERRAPANTE CAL. 12 OC 8''l \A1;Pl \S1/4;" 1/4'' ORQUILLA PRETENSADA TRABE PRETENSADA 1/4'' OC 3'' JUINTA DE NEOPRENO PL 1/2 AHOGADA EN CAJON -1282.528466329779 OC 1 1/2" -1282.528466329779 OC 1 1/2" VER DETALLE VER DETALLE OC 2" OC 1" OC 1" 1/4'' 1/4'' 1/4'' UNION ALFARDA-PILA 1 PLACA ADOSADA A ORQUILLA PRETENSADA PL1/2'' \A1; PL\S1/2;\H1.429x; " \A1; PL\S1/2;\H1.429x; " -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 ORQUILLA PRETENSADA VER PLANO EST-01 -1282.528466329779 DETALLE ULTIMO PERALTE \A1; PL \S1/2;\H1.429x; " -1282.528466329779 -1282.528466329779 \A1; PL \S1/2;\H1.429x; " -1282.528466329779 OC 8'' -1282.528466329779 -1282.528466329779 -1282.528466329779 PLACA ANTIDERRAPANTE CAL. 12 PLACA ADOSADA A VIGA PRETENSADA PL1/2'' PL1/2'' -1282.528466329779 -1282.528466329779 PL1/2'' OC 8 ATIESADOR ORQUILLA PRETENSADA DETALLE UNION ALFARDA-PILA 1 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 OC 8 ZAPATA DE INICIO VER PLANO CIM. COLUMNA PREFABRICADA COLUMNA PREFABRICADA PILA 1 UNION ALFARDA-ZAPATA DE INICIO PL 1/2 PL 1/4 PROYECCION ANILLO VIGA CENTRAL PRETENSADA AHOGADA EN PRETENSADO PL 1/2 PL 1/4 AHOGADA EN PRETENSADO PL 1/2 PL 1/4 AHOGADA EN PRETENSADO PROYECCION ANILLO VIGA CENTRAL PRETENSADA PROYECCION ANILLO VIGA CENTRAL PRETENSADA ORQUILLA PRETENSADA TAPA PL 1/4 " 1/4'' ORQUILLA PRETENSADA ORQUILLA PRETENSADA 1/4'' 1/4'' 1/4'' PL 1/4 PL 1/4 1/4'' PL 1/4" TACON DE NEOPRENO PL 1/2 VIGA CAJON PRETENSADA PL 1/2 AHOGADA EN CAJON -1282.528466329779 -1282.528466329779 -1282.528466329779 PL1/2 -1282.528466329779 -1282.528466329779 TAQUETEADA \A1;PL \S3/8; " -1282.528466329779 -1282.528466329779 OC 2" -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 DETALLE UNION ENTRE PERGOLAS OC 3" OC 1 1/2" OC 1 1/2" VIGA CAJON PRETENSADA PL 1/2 AHOGADA EN CAJON PL1/2 -1282.528466329779 -1282.528466329779 TAQUETEADA -1282.528466329779 -1282.528466329779 PROYECCION DE LAMINA PERFORADA -1282.528466329779 -1282.528466329779 TAPA PL 1/4 " TAPA PL 1/4 " TUBULAR 3'' -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 OC 3'' OC 1 1/2" -1282.528466329779 -1282.528466329779 LA DIMENSION PUEDE VARIAR SEGUN LA TRABE DE QUE SE TRATE VER PLANOS ARQUITECTONICOS -1282.528466329779 OC 3" OC 1 1/2" 1/4'' LAMINA PERFORADA CAL. 18 LAMINA PERFORADA CAL. 18 LAMINA PERFORADA CAL. 18 LAMINA PERFORADA CAL. 18 -1282.528466329779 PROYECCION DE LAMINA PERFORADA OC 1 1/2" TAPA PL 1/4 " PL 1/4" DETALLE UNION ANILLOS A VIGA PRETENSADA VISTA PERFIL DETALLE UNION ANILLO-LAMINA PERFORADA DETALLE UNION PLACA Y OC PARA ANILLO DETALLE UNION ANILLOS VISTA FRONTAL DETALLE DE CONSTRUCCION DE ANILLO OC 2" OC 1" OC 1" OC 2" OC 1" OC 1" \A1;PL \S3/8; " OC 2" OC 1" OC 1" -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 ALZADO SECCION VIGA CENTRAL PRETENSADA -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 7 6 PERIFERICO,CANAL NACIONAL,UAM Norte PLANO: Proyectó: Elaboró: escala: acotado: 25/10/10 fecha: PUENTE PEATONAL UBICACIÓN: PROYECTO: CLAVE: CROQUIS DE LOCALIZACIÓN. Revisó: D.R.O. FECHA DESCRIPCIÓN No. Vo.Bo. No.: ARQ-1 PLANO DE CONJUNTO METROS SIMBOLOGIA A-1 EQUIPO 2: MARIN MONDRAGON JONATHAN. LEPERE VARGAS THADHIA. MONTAÑO GUERRERO MARY CRUZ PAREDES RANGEL MYRIAM. PEREZ DE DIOS AMAURY. UNIVERSIDAD AUTONOMA METROPOLITANA Casa Abierta al Tiempo Ciencias y Artes para el Diseño 1:100 1 Planta N. P. T. ±0.00 1:200 PERIFERICO,CANAL NACIONAL,UAM Norte PLANO: Proyectó: Elaboró: escala: acotado: 25/10/10 fecha: PUENTE PEATONAL UBICACIÓN: PROYECTO: CLAVE: CROQUIS DE LOCALIZACIÓN. Revisó: D.R.O. FECHA DESCRIPCIÓN No. Vo.Bo. No.: ARQ-1 PLANO DE CONJUNTO METROS A-1 EQUIPO 2: MARIN MONDRAGON JONATHAN. LEPERE VARGAS THADHIA. MONTAÑO GUERRERO MARY CRUZ PAREDES RANGEL MYRIAM. PEREZ DE DIOS AMAURY. UNIVERSIDAD AUTONOMA METROPOLITANA Casa Abierta al Tiempo Ciencias y Artes para el Diseño 1:200 PERIFERICO,CANAL NACIONAL,UAM Norte PLANO: Proyectó: Elaboró: escala: acotado: 25/10/10 fecha: PUENTE PEATONAL UBICACIÓN: PROYECTO: CLAVE: CROQUIS DE LOCALIZACIÓN. Revisó: D.R.O. FECHA DESCRIPCIÓN No. Vo.Bo. No.: ARQ-1 PLANO DE CONJUNTO METROS A-1 EQUIPO 2: MARIN MONDRAGON JONATHAN. LEPERE VARGAS THADHIA. MONTAÑO GUERRERO MARY CRUZ PAREDES RANGEL MYRIAM. PEREZ DE DIOS AMAURY. UNIVERSIDAD AUTONOMA METROPOLITANA Casa Abierta al Tiempo Ciencias y Artes para el Diseño 1:200 TUBULAR 3'' OC 1 1/2" PLANTA ESCALERA LADO ORIENTE PERIFERICO,CANAL NACIONAL,UAM Norte PLANO: Proyectó: Elaboró: escala: acotado: 25/10/10 fecha: PUENTE PEATONAL UBICACIÓN: PROYECTO: CLAVE: CROQUIS DE LOCALIZACIÓN. Revisó: D.R.O. FECHA DESCRIPCIÓN No. Vo.Bo. No.: ARQ-1 PLANO DE CONJUNTO METROS SIMBOLOGIA A-1 EQUIPO 2: MARIN MONDRAGON JONATHAN. LEPERE VARGAS THADHIA. MONTAÑO GUERRERO MARY CRUZ PAREDES RANGEL MYRIAM. PEREZ DE DIOS AMAURY. UNIVERSIDAD AUTONOMA METROPOLITANA Casa Abierta al Tiempo Ciencias y Artes para el Diseño 1:200 VISTA PLANTA PERIFERICO,CANAL NACIONAL,UAM Norte PLANO: Proyectó: Elaboró: escala: acotado: 25/10/10 fecha: PUENTE PEATONAL UBICACIÓN: PROYECTO: CLAVE: CROQUIS DE LOCALIZACIÓN. Revisó: D.R.O. FECHA DESCRIPCIÓN No. Vo.Bo. No.: ARQ-1 PLANO DE CONJUNTO METROS SIMBOLOGIA A-1 EQUIPO 2: MARIN MONDRAGON JONATHAN. LEPERE VARGAS THADHIA. MONTAÑO GUERRERO MARY CRUZ PAREDES RANGEL MYRIAM. PEREZ DE DIOS AMAURY. UNIVERSIDAD AUTONOMA METROPOLITANA Casa Abierta al Tiempo Ciencias y Artes para el Diseño 1:200 DE 10 DE ESPESOR. f'c = 150 KG./CM2, PLANTILLA DE CONCRETO TERRENO NATURAL TERRENO NATURAL TERRENO NATURAL DE 10 DE ESPESOR. f'c = 150 KG./CM2, PLANTILLA DE CONCRETO DE 10 DE ESPESOR. f'c = 150 KG./CM2, PLANTILLA DE CONCRETO DE 10 DE ESPESOR. f'c = 150 KG./CM2, PLANTILLA DE CONCRETO -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 28 27 26 25 24 23 22 21 20 19 PROYECCION ALFARDA PROYECCION ALFARDA 29 -1282.528466329779 SUBE NOTAS DE ESTRUCTURA METALICA 1.- El acero estructural sera de tipo A.S.T.M. A-36, con fy=2530 k/cm2 Todo el acero estructural para perfiles laminados tipo OC sera del tipo 2.- La distancia entre anillos deberá verificarse en los planos arquitectonicos dado que existe variación entre las vigas pretensadas 3.- La lamina perforada sera de cal. 18 con perforaciones de 10 mm de distancia entre centros de 13 mm y un área libre de 56%. A.S.T.M. A-440 diametro, con una Las perforaciones serán rectangulares NOTAS DE ESTRUCTURA METALICA 1.- El acero estructural sera de tipo A.S.T.M. A-36, con fy=2530 k/cm2 Todo el acero estructural para perfiles laminados tipo OC sera del tipo 2.- La distancia entre anillos deberá verificarse en los planos arquitectonicos dado que existe variación entre las vigas pretensadas 3.- La lamina perforada sera de cal. 18 con perforaciones de 10 mm de distancia entre centros de 13 mm y un área libre de 56%. diametro, con una Las perforaciones serán rectangulares 350 175 175 8 8 PLANTA .-REFUERZO DE ZAPATA-2 (RAMPA) ESC. 1:30 Var. #6 EJE DE LA ZAPATA 400 200 8 12 Var. #6 EJE DEL PASO 60 60 200 400 30 30 200 8 12 200 400 200 8 12 8 12 200 Var. #6 Var. #6 ESC. 1:30 30 300 10 4 4 52 60 EJE DE LA ZAPATA ESTRIBOS #3 Var. #6 L=115cm. ANCLAS 1"d PLACA BASE 24 Espacios de 15 = 360 (VAR. #6) 400 200 8 12 8 12 200 4 4 52 4 4 52 60 Var. #6 ESTRIBOS #3 ESC. 1:30 60 60 8 30 22 MALLA ELECTROSOLDADA TRABE I O CAJON CONCRETO F'C=250KG/CM LAMINA PARA LOSACERO CAL. 24 \A1;CONECTORES DE \S3/4;" Y 6O MM DISTRIBUIDOS @ DOS VALLES DE LA LOSACERO ISOMÈTRICO.-DETALLE DEL ARMADO DE LOSA 6-6/10-10 PLACA DE PROTECCION LATERAL DE 1/4" EJE DE LA PILA 180 10 10 200 LAMINA PARA LOSACERO CAL 24 TRABE TRABE COLUMNA 40X40 P 3/4" 42X42 L TRABE W12X50 40 EJE DEL PASO 10 VISTA SUPERIOR DE RAMPA TRABE W12X50 TRABE W12X50 10 10 10 10 10 200 P 3/4" 42X42 COLUMNA 40X40 P 3/4" 42X42 L LOSACERO 12CM TRABE z-1 TRABE 180 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 ALZADO -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 -1282.528466329779 \A1;0.10 \A1;0.37 \A1;0.37 \A1;0.37 \A1;0.18 \A1;0.18 \A1;0.18 \A1;1.95 \A1;0.26 \A1;3.00 \A1;0.36 \A1;0.09 \A1;2.52 \A1;0.96 \A1;0.61 \A1;0.96 \A1;0.43 \A1;0.42 \A1;0.28 \A1;0.28 \A1;0.41 \A1;0.43 \A1;0.09 \A1;0.09 \A1;0.49 \A1;300 \A1;2.41 \A1;1.35 \A1;5.23 \A1;6.29 \A1;1.35 \A1;5.30 \A1;3.00 \A1;3.07 \A1;7.88 \A1;7.88 \A1;300 \A1;25 \A1;70 \A1;25 \A1;80 \A1;10 \A1;30 \A1;120 \A1;5 \A1;25 \A1;60 \A1;30 \A1;30 \A1;5 \A1;25 \A1;60 \A1;90 \A1;90 \A1;80 \A1;10 \A1;30 \A1;120 \A1;300 \A1;25 \A1;70 \A1;90 \A1;300 \A1;90 \A1;25 \A1;300 \A1;2.52 \A1;0.09 \A1;0.03 \A1;0.07 \A1;1.43 \A1;0.47 \A1;1500 \A1;100 \A1;100 \A1;0.37 \A1;0.39 \A1;0.05 \A1;0.16 \A1;17.75 \A1;17.75 \A1;0.40 \A1;0.40 \A1;0.10 \A1;1.28 \A1;R0.10 \A1;R0.10 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;5.30 \A1;0.47 \A1;1.43 \A1;1.89 \A1;0.35 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;17.75 \A1;3.10 \A1;AJUSTE \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;5.70 \A1;7.26 \A1;1.50 \A1;1.75 \A1;0.11 \A1;60° \A1;0.07 \A1;5 \A1;76° \A1;101° \A1;0.37 \A1;0.37 \A1;0.39 \A1;1.15 \A1;0.12 \A1;1.26 \A1;0.18 \A1;0.12 \A1;0.25 \A1;2.15 \A1;2.56 \A1;0.95 \A1;1.46 \A1;3.89 \A1;2.41 \A1;0.48 \A1;2.45 \A1;0.48 \A1;0.91 \A1;0.50 \A1;0.69 \A1;0.10 \A1;0.55 \A1;0.41 \A1;0.41 \A1;0.04 \A1;0.10 \A1;0.05 \A1;0.15 \A1;3.00 \A1;0.40 \A1;1.32 \A1;0.11 \A1;0.11 \A1;0.11 \A1;0.35 \A1;0.39 \A1;0.96 \A1;0.61 \A1;0.96 \A1;0.09 \A1;0.43 \A1;0.42 \A1;0.28 \A1;0.28 \A1;0.41 \A1;0.43 \A1;0.36 \A1;0.11 \A1;0.11 \A1;0.11 \A1;3.20 \A1;0.49 \A1;1.50 \A1;1500 \A1;1500 \A1;6.22 \A1;90 \A1;90 \A1;300 \A1;90 \A1;90 \A1;1.35 \A1;0.60 \A1;0.39 \A1;0.05 \A1;0.20 \A1;0.60 \A1;AJUSTE \A1;1.29 \A1;0.11 \A1;0.84 \A1;0.85 \A1;73° \A1;0.07 \A1;1.63 \A1;75° \A1;2.09 \A1;70° \A1;6° \A1;16° \A1;0.15 \A1;0.19 \A1;AJUSTE \A1;1.75 AJUSTE 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 5 5 5 5 ALZADO 5 17.75 17.75 17.75 ORQUILLA PRETENSADA ORQUILLA PRETENSADA PL 1/4 PL 1/4 PL 1/4 PL 1/4 PL 1/4 TACON DE NEOPRENO PL 1/2 AHOGADA EN CAJON COLUMNA PRETENSADA C-1 PILA VER PLANO ESTRUCTURAL ZAPATA Z-1 ORQUILLA PRETENSADA ORQUILLA PRETENSADA PL 1/4 PL 1/4 PL 1/4 PL 1/4 PL 1/4 TACON DE NEOPRENO PL 1/2 AHOGADA EN CAJON COLUMNA PRETENSADA C-1 N.P.T. + 99.62 PILA VER PLANO ESTRUCTURAL ZAPATA Z-1 5 B A 5 5 5 N.P.T. + 99.55 N.D. + 96.55 5 5 5 N.P.T. + 107.19 N.P.T. + 105.84 N.P.T. + 107.19 N.P.T. + 105.84 5 5 N.D. + 96.55 5 5 ARMADO ZAPATA 1 Est#4c @10 cm(D) Est#5c @15 cm(F) Est#4c @10 cm(C) Vs#3c@20cm(A) Vs#3c@20cm(A) Vs#5c@20cm(B) Vs#5c@20cm(B) PLANTA 300 5 5 5 5 5 5 5 5 5 ALZADO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 300 \A1;OC 8" \A1;Pl \S1#2; " \A1;Pl \S1#2; " \A1;OC 8" \A1;Pl \S1#2; " Atiesadores Ver planta 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VISTA FRONTAL VISTA PERFIL PLANTA 5 CORTADA A RAS EN LADOS CORTOS DOBLADA A 90° EN LADOS LARGOS PLACA ANTIDERRAPANTE CALIBRE 12 MARCO DE ANGULO DE DETALLE DESCANSO PROYECCION OC 8" PROYECCION ESTRUCTURA PLACA 5 CALZA DE PLACA 13 mm ESPESOR PLACA ANTIDERRAPANTE CAL. 12 PROYECCION OC 8" 5 5 SOPORTE ESCALON \A1; PL\S3/8;\H1.429x; " 1500 OC 8'' \A1; PL \S3/8;\H1.429x; " CORTADA A RAS EN LADOS CORTOS DOBLADA A 90° EN LADOS LARGOS PLACA ANTIDERRAPANTE CALIBRE 12 300 1500 \A1; MARCO DE ANGULO SECCION ESCALON DETALLE ESCALON \A1;PL\S3/8; " \A1;atiezador PL \S1/2;\H1.429x;" \A1;atiezador PL \S1/2;\H1.429x;" \A1;atiezador PL \S1/2;\H1.429x;" \A1;atiezador PL \S1/2;\H1.429x;" \A1;atiezador PL \S1/2;\H1.429x;" \A1;atiezador PL \S1/2;\H1.429x;" \A1;atiezador PL \S1/2;\H1.429x;" Proyección de columna \A1;OC 8" \A1;Pl \S1#2; " \A1;OC 8" SOPORTE BARANDAL 5 5 5 \A1;PL\S3/8;\H1.429x; " OC 2" X 5.44 kg/m CED. 40 ALZADO ESCALERA LADO ORIENTE 5 5 5 5 5 VER DETALLE OC 8''X 1/2" X 64.64 K/ml \A1; MARCO DE ANGULO DE 2" X \S1/4; " X 4.75 kg/m PLACA ANTIDERRAPANTE CAL. 12 5 5 5 5 5 5 5 5 5 OC 1" X 2.50 kg/m CED. 40 OC 1" X 2.50 kg/m CED. 40 OC 1" OC 1" OC 2" \A1; MARCO DE ANGULO DE 2" X \S1/4; " X 4.75 kg/m \A1; PL \S3/8;\H1.429x; " PLACA ANTIDERRAPANTE CAL. 12 PLACA ANTIDERRAPANTE CAL. 12 OC 8''l \A1;Pl \S1/4;" 1/4'' ORQUILLA PRETENSADA TRABE PRETENSADA 1/4'' OC 3'' JUINTA DE NEOPRENO PL 1/2 AHOGADA EN CAJON 5 OC 1 1/2" 5 OC 1 1/2" VER DETALLE VER DETALLE OC 2" OC 1" OC 1" 1/4'' 1/4'' 1/4'' UNION ALFARDA-PILA 1 PLACA ADOSADA A ORQUILLA PRETENSADA PL1/2'' \A1; PL\S1/2;\H1.429x; " \A1; PL\S1/2;\H1.429x; " 5 5 5 5 5 ORQUILLA PRETENSADA VER PLANO EST-01 5 DETALLE ULTIMO PERALTE \A1; PL \S1/2;\H1.429x; " 1500 100 \A1; PL \S1/2;\H1.429x; " 100 OC 8'' 5 5 5 PLACA ANTIDERRAPANTE CAL. 12 PLACA ADOSADA A VIGA PRETENSADA PL1/2'' PL1/2'' 5 5 PL1/2'' OC 8 ATIESADOR ORQUILLA PRETENSADA DETALLE UNION ALFARDA-PILA 1 5 5 5 AJUSTE 17.75 17.75 OC 8 ZAPATA DE INICIO VER PLANO CIM. COLUMNA PREFABRICADA COLUMNA PREFABRICADA PILA 1 UNION ALFARDA-ZAPATA DE INICIO PL 1/2 PL 1/4 PROYECCION ANILLO VIGA CENTRAL PRETENSADA AHOGADA EN PRETENSADO PL 1/2 PL 1/4 AHOGADA EN PRETENSADO PL 1/2 PL 1/4 AHOGADA EN PRETENSADO PROYECCION ANILLO VIGA CENTRAL PRETENSADA PROYECCION ANILLO VIGA CENTRAL PRETENSADA ORQUILLA PRETENSADA TAPA PL 1/4 " 1/4'' ORQUILLA PRETENSADA ORQUILLA PRETENSADA 1/4'' 1/4'' 1/4'' PL 1/4 PL 1/4 1/4'' PL 1/4" TACON DE NEOPRENO PL 1/2 VIGA CAJON PRETENSADA PL 1/2 AHOGADA EN CAJON 5 5 5 PL1/2 5 5 TAQUETEADA \A1;PL \S3/8; " 5 5 OC 2" 5 5 5 5 <> 5 5 5 5 5 5 5 5 DETALLE UNION ENTRE PERGOLAS OC 3" OC 1 1/2" OC 1 1/2" VIGA CAJON PRETENSADA PL 1/2 AHOGADA EN CAJON PL1/2 5 5 TAQUETEADA 5 5 PROYECCION DE LAMINA PERFORADA 5 5 TAPA PL 1/4 " TAPA PL 1/4 " TUBULAR 3'' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 OC 3'' OC 1 1/2" 5 5 LA DIMENSION PUEDE VARIAR SEGUN LA TRABE DE QUE SE TRATE VER PLANOS ARQUITECTONICOS 5 OC 3" OC 1 1/2" 1/4'' LAMINA PERFORADA CAL. 18 LAMINA PERFORADA CAL. 18 LAMINA PERFORADA CAL. 18 LAMINA PERFORADA CAL. 18 5 PROYECCION DE LAMINA PERFORADA OC 1 1/2" TAPA PL 1/4 " PL 1/4" DETALLE UNION ANILLOS A VIGA PRETENSADA VISTA PERFIL DETALLE UNION ANILLO-LAMINA PERFORADA DETALLE UNION PLACA Y OC PARA ANILLO DETALLE UNION ANILLOS VISTA FRONTAL DETALLE DE CONSTRUCCION DE ANILLO OC 2" OC 1" OC 1" OC 2" OC 1" OC 1" \A1;PL \S3/8; " OC 2" OC 1" OC 1" TUBULAR 3'' OC 1 1/2" PLANTA ESCALERA LADO ORIENTE VISTA PLANTA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 37 36 35 34 33 32 31 30 28 27 26 25 24 23 22 21 20 19 PROYECCION ALFARDA PROYECCION ALFARDA 29 5 SUBE 350 175 175 8 8 PLANTA .-REFUERZO DE ZAPATA-2 (RAMPA) ESC. 1:30 Var. #6 EJE DE LA ZAPATA 400 200 8 12 Var. #6 EJE DEL PASO 60 60 200 400 30 30 200 8 12 200 400 200 8 12 8 12 200 Var. #6 Var. #6 ESC. 1:30 30 300 10 4 4 52 60 EJE DE LA ZAPATA ESTRIBOS #3 Var. #6 L=115cm. ANCLAS 1"d PLACA BASE 24 Espacios de 15 = 360 (VAR. #6) 400 200 8 12 8 12 200 4 4 52 4 4 52 60 Var. #6 ESTRIBOS #3 ESC. 1:30 60 60 8 30 22 MALLA ELECTROSOLDADA TRABE I O CAJON CONCRETO F'C=250KG/CM LAMINA PARA LOSACERO CAL. 24 \A1;CONECTORES DE \S3/4;" Y 6O MM DISTRIBUIDOS @ DOS VALLES DE LA LOSACERO ISOMÈTRICO.-DETALLE DEL ARMADO DE LOSA 6-6/10-10 PLACA DE PROTECCION LATERAL DE 1/4" EJE DE LA PILA 180 10 10 200 LAMINA PARA LOSACERO CAL 24 TRABE TRABE COLUMNA 40X40 P 3/4" 42X42 L TRABE W12X50 40 EJE DEL PASO 10 VISTA SUPERIOR DE RAMPA TRABE W12X50 TRABE W12X50 10 10 10 10 10 200 P 3/4" 42X42 COLUMNA 40X40 P 3/4" 42X42 L LOSACERO 12CM TRABE z-1 TRABE 180 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 5 AJUSTE ALZADO 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75

Language	Spanish
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Pool
Tags	autocad, bridge, details, DWG, elevations, full, pedestrian, Project, sections