Foundation Piles For Bridges DWG Block for AutoCAD

Foundation Piles For Bridges DWG Block for AutoCAD

Foundation piles for bridges – Ground – Cortes – Datalles Construction – Specifications

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

drawing:, Location, content, February, date, scale, indicated, sheet, structural design:, draft:, seals:, structural details of footbridge, av. south street west san salvador, gateway construction, presents, ing. roberto milian, country estate s.a de c.v, scale, scale, scale, scale, scale, hss, scale, hss, scale, bracing, lower, bracing, higher, floor, compacted, n.p.t., its T. mts., scale, beam, bolts, grade, beam, bolts, grade, both senses, double bed, pedestal, scale, lacquered blade, esp., beam, pile, its T., projection, bolts, pedestal, reinforcement, support plate, bolts, its T., grade, protection, against, humidity, Sikagrout, Similary, pedestal, elevation, hss structural tube, sheet width, electromalla, connector, in all, the valleys, horizontal bracing, galvadeck cal., scale, concrete, steel slab, hss, shoe, cross section, scale, railing, structural tube, longitudinal section, scale, hss, bracing, higher, bracing, lower, shoe, the sides of the walkway, will be lined with sheet, drop down, will leave a countershot, cm, pile, shoe, pile, section, binding of, license plate, column, beam, scale, column, plant, license plate, license plate, license plate, projection of pl, license plate, projection of pl, license plate, license plate, license plate, beam, max., max., top skate, cut should not, to be tangent to skate, column, skateboard, license plate, beam, stop, top skate, beam, license plate, to be tangent to skate, cut should not, skateboard, column, detail, scale, detail, electromalla, connectors, grade, rest detail, scale, pile, stratum, resistant, spiral anchor, return, lower level, shoe, cast, of pilote, hook, standard, spiral anchor, return, for anchoring with, shoe sole, pile elevation, scale, hook, standard, spiral cm, spiral cm, level of, soil study recommendation, diameter, study of, spiral cm, minimum, depth of loose soil, spiral m., confined area, pile, scale, spiral m., intermediate zone, spiral m., confined area, pile, scale, spiral m., intermediate zone, spiral, scale, splice, start of, spiral, end of, spiral, elevation, cement, floor, reinforcement, pedestal, pile pi, ref., pedestal, pile pi, ref., solera sf, tensor, floor, compacted, n.p.t., plant, pedestal, cast, of pilote, parallel, reinforcement, parallel, level of, scarified surface, with exposed aggregate, bottom bed, upper bed, the recommendations of the soil study, a: soil improvement should be followed, typical detail of zapata, scale, gateway foundation plant, scale, slab plant gateway, scale, longitudinal:, the maximum size of the aggregate will be found in foundations, of mm in soles nerves., the concrete in the whole work will be of normal volumetric weight, with a compressive strength on the days of, must comply with the astm standard only, the corrugated steel for reinforcement must be grade, the reinforcement must be protected from the effects of the weather, by means of the following free coatings to the reinforcement, cm. on the faces of other elements in contact with the, cm. in the bottom bed of the tensioning shoes., the dimensions have been defined starting from the plans presented, any discrepancy, please consult the, speci

Raw text data extracted from CAD file:

DIBUJO: UBICACION : CONTENIDO : FEBRERO / 2012 FECHA : ESCALA : E-1 INDICADAS HOJA N° DISEÑO ESTRUCTURAL: PROYECTO: A L E M A N SELLOS: DETALLES ESTRUCTURALES DE PASARELA 49 AV. SUR Y 12 CALLE PONIENTE SAN SALVADOR CONSTRUCCIÓN DE PASARELA PRESENTA : ING. ROBERTO MILIAN INMOBILIARIA CAMPESTRE S.A DE C.V \A1;0.595" \A1;13.8" \A1;8.03" \A1;0.42" \A1;13.9" \A1;5.03" \A1;0.205" \A1;7.89" \A1;3.94" \A1;0.38" \A1;12.2" \A1;6.49" \A1;2.53" \A1;8" \A1;. \A1;3" \A1;3" \A1;2" \A1;2" 0.015 541.4863132148521 0.2039 W14x48 0.0086 0.34" ESCALA 1:7.5 0.3505 541.4863132148521 541.4863132148521 0.010 541.4863132148521 0.1277 W14x26 0.0064 0.255" ESCALA 1:7.5 0.3530 541.4863132148521 541.4863132148521 0.0052 541.4863132148521 0.100 W8x10 0.0043 0.17" ESCALA 1:7.5 0.2004 541.4863132148521 541.4863132148521 0.0096 541.4863132148521 0.1648 W12x26 0.0058 0.23" ESCALA 1:7.5 0.309 541.4863132148521 541.4863132148521 CW-1 CW-2 VW-1 VW-2 541.4555577804231 541.4555577804231 C8x18.7 ESCALA 1:5 0.39 541.4555577804231 0.0099 0.0123 0.487" HSS 3"x3"x3/16" ESCALA 1:5 541.4555577804231 541.4555577804231 0.0044 0.174" HSS 2"x2"x3/16" ESCALA 1:5 541.4555577804231 541.4555577804231 0.0044 0.174" 0.0642 0.2032 VW-3 ARRIOSTRAMIENTO INFERIOR ARRIOSTRAMIENTO SUPERIOR 588.1450419333182 588.1450419333182 588.1450419333182 SUELO COMPACTADO N.P.T. EST. No.3 @ 0.15 mts. T-1 ESCALA 1:12.5 4 No.4 588.1450419333182 589.3746787744906 589.3746787744906 589.3746787744906 589.3746787744906 VIGA VW-3 2 PERNOS No6 GRADO 60 PL 0.20x0.30x1/2" VIGA VW-3 2 PERNOS No6 GRADO 60 589.3746787744906 589.3746787744906 PL 0.20x0.30x1/2" AMBOS SENTIDOS DOBLE LECHO 4 No4 @ ± 0.20 PEDESTAL PE-2 ESCALA 1:20 LAMINA LAGRIMADA ESP. 1/4" 1 L 2"x2"x1/4" 1/4" 589.3746787744906 589.3746787744906 VIGA VM-3 PILOTE PI-2 589.3746787744906 513.939874051417 513.939874051417 8 No8 EST. No4 @ 0.10 PROYECCION DE CW-1 513.939874051417 513.939874051417 CW-1 1/4" PL 0.40x0.60x1" 8 PERNOS No8 PEDESTAL PE-1 ESCALA.1:20 REFUERZO PLACA DE APOYO 513.939874051417 513.939874051417 CW-1 8 PERNOS No8 3 No8 EST. No4 @ 0.10 3 No8 GRADO 60 PL 0.40x0.60x1" 1/4" PROTECCION CONTRA LA HUMEDAD SIKAGROUT O SIMILAR PEDESTAL PE-1 ELEVACION \A1;. \A1;. \A1;0.61 580.549561206347 0.038 580.549561206347 0.05 TUBO ESTRUCTURAL HSS 3X3x3/16" 580.549561206347 ANCHO DE LAMINA 6x6-6/6 ELECTROMALLA CONECTOR No5 EN TODOS LOS VALLES ARRIOSTRAMIENTO HORIZONTAL GALVADECK 15 CAL. 24 ESCALA 1:7.5 CONCRETO f'c= 210 kg/cm2 LOSA DE ACERO PE-2 VW-3 PE-1 PE-1 VW-3 VW-3 VW-3 VW-3 VW-3 VW-3 VW-3 VW-1 VW-2 VW-1 VW-2 HSS 2x2x3/16" HSS 3x3x3/16" CW-1 CW-1 CW-1 CW-1 CW-2 CW-2 VW-3 VW-3 ZAPATA Z-1 SECCION TRANSVERSAL A-A ESCALA 1:75 591.441173439057 591.441173439057 591.441173439057 PASAMANOS TUBO ESTRUCTURAL 1 1/2"X1 1/2"x3/16" N=0+0.00 N=0+2.3256 N=0+3.9573 N=0+4.1386 N=0+5.7703 N=0+0.15 591.441173439057 591.441173439057 T-1 T-1 T-1 PI-1 PI-1 PI-1 PI-1 SECCION LONGITUDINAL B-B ESCALA 1:75 N=0+3.9573 HSS 3x3x3/16" HSS 2x2x3/16" ARRIOSTRAMIENTO SUPERIOR ARRIOSTRAMIENTO INFERIOR 590.194506400731 590.194506400731 590.194506400731 590.194506400731 VW-1 VW-1 VW-2 VW-2 CW-1 CW-1 CW-2 CW-1 CW-1 CW-2 ZAPATA Z-1 PE-1 PE-1 VW-1 VW-1 VW-2 VW-2 N=0+2.3256 N=0+5.7703 590.194506400731 590.194506400731 590.194506400731 1 1 2 2 3 3 4 4 VW-3 VW-3 VW-3 590.194506400731 590.194506400731 590.194506400731 LOS LATERALES DE LA PASARELA ESTARAN FORRADOS CON LAMINA DESPLEGABLE 590.194506400731 N=0+0.00 N=0+0.15 590.194506400731 T-1 N=0+3.9573 SE DEJARA UNA CONTRAFLECHA 590.194506400731 590.194506400731 590.194506400731 590.194506400731 VW-1 VW-1 VW-2 VW-2 CW-1 CW-1 CW-2 CW-1 CW-1 CW-2 VW-1 VW-1 VW-2 VW-2 N=0+2.3256 N=0+5.7703 590.194506400731 1 1 2 2 3 3 4 4 VW-3 VW-3 VW-3 N=0+0.00 N=0+0.15 590.194506400731 590.194506400731 590.194506400731 VW-3 VW-3 VW-3 VW-3 T-1 T-1 590.194506400731 DE 10 cm PILOTE PI-1 590.194506400731 ZAPATA Z-1 PE-1 PE-1 590.194506400731 590.194506400731 590.194506400731 T-1 T-1 T-1 PILOTE PI-1 590.194506400731 A SECCION A-A UNION DE W12x26 PLACA 3/4" 3/8" 3/8" COLUMNA W 5 VIGA W12x26 ESCALA 1:10 A COLUMNA CW-1 PLANTA 3/8" 5 PLACA 3/4" 3/8" 3/8" PLACA 8"x12"x5/8" 3/8" 5 PLACA 5"x12"x3/4" 3/8" 5 PROYECCION DE PL 0.08x0.12x5/8" PLACA 3/4" 5 PROYECCION DE PL 0.08x0.12x5/8" 1" 5 1" 3/8" 5 PLACA 3/4" 3/8" 3/8" PLACA 8"x12"x5/8" 3/8" 5 PLACA 5"x12"x3/4" 3/8" 1" 5 1" 5 VIGA W12x26 \A1;tw \A1;1 1/2" tw \A1;1" max. \A1;tw \A1;1" max. \A1;1 1/2" tw PATIN SUPERIOR \A1;EL CORTE NO DEBE SER TANGENTE AL PATIN \A1;VIGA W COLUMNA W PATIN DE PLACA VIGA W TOPE PATIN SUPERIOR VIGA W PLACA SER TANGENTE AL PATIN \A1;EL CORTE NO DEBE PATIN DE COLUMNA W 530.2625510568598 530.2625510568598 530.2625510568598 530.2625510568598 530.2625510568598 530.2625510568598 DETALLE 1 ESCALA 1:10 ESCALA 1:10 DETALLE 2 VW-3 VW-3 ELECTROMALLA 6x6-6/6 5 -1.0 CONECTORES No4 @ 0.20 GRADO 40 DETALLE DE DESCANSO ESCALA 1:20 \A1;1.10 \A1;1.30 \A1;2.56 \A1;1.60 \A1;3.52 \A1;4.80 \A1;1.10 \A1;2.32 \A1;2.40 \A1;15.14 \A1;13.84 \A1;1.46 \A1;0.70 \A1;0.50 \A1;1.21 \A1;1.21 \A1;1.10 \A1;2.32 \A1;0.70 \A1;0.50 \A1;2.40 \A1;4.80 \A1;1.46 \A1;1.10 \A1;1.30 \A1;2.56 \A1;1.60 \A1;3.52 \A1;0.757 \A1;0.757 \A1;0.757 \A1;1.10 \A1;13.84 \A1;0.70 \A1;0.50 \A1;1.27 \A1;0.757 \A1;0.757 \A1;0.757 \A1;1.45 \A1;1.10 \A1;1.30 \A1;2.56 \A1;1.60 \A1;3.52 \A1;2.40 \A1;4.80 \A1;15.14 \A1;0.757 \A1;0.757 \A1;0.757 \A1;1.45 \A1;1.10 \A1;1.30 \A1;2.56 \A1;1.60 \A1;3.52 \A1;2.40 \A1;4.80 \A1;1.10 \A1;2.35 \A1;0.70 \A1;0.50 \A1;1.27 \A1;0.60 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.15 \A1;0.60 \A1;0.76 \A1;0.76 \A1;0.76 \A1;0.76 \A1;5.62 \A1;2.50 \A1;1.10 \A1;1.50 \A1;1.00 \A1;2.40 \A1;5.59 \A1;1.10 \A1;0.76 \A1;0.76 \A1;0.76 \A1;0.76 \A1;1.10 \A1;1.10 \A1;0.50 \A1;1.10 \A1;13.84 \A1;PILOTE \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.33 \A1;1.33 \A1;1.33 \A1;0.40 \A1;0.30 \A1;0.30 \A1;1.50 \A1;1.00 \A1;4.80 \A1;5.62 \A1;2.50 \A1;0.15 \A1;0.35 \A1;0.50 \A1;0.70 \A1;0.20 \A1;0.30 \A1;0.1813 \A1;0.32 \A1;0.40 \A1;1.50 \A1;1.00 \A1;2.40 \A1;0.40 \A1;0.40 \A1;0.25 \A1;0.15 \A1;0.25 \A1;0.15 PILOTE ESTRATO RESISTENTE N > 25 587.3757181209078 587.3757181209078 ANCLAJE DE ESPIRAL 1 1/2 VUELTA NIVEL INFERIOR DE ZAPATA COLADO DE PILOTE GANCHO ESTANDAR 90° ANCLAJE DE ESPIRAL 1 1/2 VUELTA PARA ANCLAJE CON ZAPATA O SOLERA ELEVACION DE PILOTE ESCALA 1:20 587.3757181209078 GANCHO ESTANDAR 90° 587.3757181209078 ESPIRAL @ 10.0 cm 587.3757181209078 ESPIRAL @ 10.0 cm 587.3757181209078 587.3757181209078 NIVEL DE * * RECOMENDACION ESTUDIO DE SUELOS DIAMETRO d (VER ESTUDIO DE SUELOS) ESPIRAL @ 20.0 cm 587.3757181209078 \A1;12" \A1;8" \A1;12" \A1;5" \A1;12" \A1;1" \A1;10" \A1;1" \A1;8" \A1;12" \A1;1" \A1;10" \A1;1" \A1;5" \A1;0.10 \A1;1.10 \A1;2 d MINIMO \A1;VARIABLE PROFUNDIDAD DE SUELO SUELTO \A1;0.25 \A1;2 d \A1;2 d \A1;. \A1;0.03 \A1;0.15 ESPIRAL No3 0.10 m. 5 ZONA CONFINADA 8 No7 PILOTE PI-1 ESCALA 1:12.5 ESPIRAL No3 0.20 m. ZONA INTERMEDIA ESPIRAL No3 0.10 m. 5 ZONA CONFINADA 6 No5 PILOTE PI-2 ESCALA 1:12.5 ESPIRAL No3 0.20 m. ZONA INTERMEDIA DE ESPIRAL ESCALA 1:12.5 EMPALME 591.5864436486323 INICIO DE ESPIRAL FINAL DE ESPIRAL ELEVACION CEMENTO 20:1 SUELO REFUERZO PEDESTAL 0.075 5 . X 5 5 5 PILOTE PI PILOTE PI REF. // @ "B" PEDESTAL PILOTE PI PILOTE PI 5 REF. // @ "L" SOLERA SF o TENSOR SUELO COMPACTADO N.P.T. 5 PLANTA PEDESTAL X 5 0.075 COLADO DE PILOTE MIN.0.03 4 No4 L=0.60 PARALELO A "L" REFUERZO PARALELO A "B" 5 5 NIVEL DE 4 No4 L=0.60 1 1 SUPERFICIE ESCARIFICADA CON AGREGADO EXPUESTO LECHO INFERIOR LECHO SUPERIOR LAS RECOMENDACIONES DEL ESTUDIO DE SUELOS A: MEJORAMIENTO DE SUELO SE DEBERAN SEGUIR DETALLE TIPICO DE ZAPATA ESCALA 1:25 A A X: PI-1 = 0.40 X: PI-2 = 0.30 X X \A1;0.075 \A1;h \A1;. \A1;X \A1;L \A1;X \A1;hf \A1;L \A1;B \A1;X \A1;X \A1;0.075 \A1;MIN.0.03 \A1;. \A1;. \A1;0.50 \A1;0.30 5 5 1 2 3 4 Z-1 PE-1 PE-1 T-1 T-1 T-1 PE-2 PLANTA DE FUNDACIONES PASARELA ESCALA 1:75 5 5 5 5 VW-1 VW-3 VW-3 PLANTA DE LOSA DE PASARELA ESCALA 1:75 LONGITUDINAL: EL TAMANO MAXIMO DEL AGREGADO SERA DE 1 1/2" EN CIMENTACIONES DE 16 mm (5/8") EN NERVIOS Y SOLERAS. EL CONCRETO EN TODA LA OBRA SERA DE PESO VOLUMETRICO NORMAL CON UNA RESISTENCIA A LA COMPRESION A LOS 28 DIAS DE f'c=280kg/cm2 Y DEBE CUMPLIR CON LA NORMA ASTM A-615/A-615M-09b, UNICAMENTE EL ACERO CORRUGADO PARA REFUERZO DEBE SER GRADO 40 Fy=2800 kg/cm.2 EL REFUERZO DEBERA PROTEGERSE DE LOS EFECTOS DE LA INTEMPERIE POR MEDIO DE LOS SIGUIENTES RECUBRIMIENTOS LIBRES AL REFUERZO 5.0 cm. EN LAS CARAS DE OTROS ELEMENTOS EN CONTACTO CON EL 7.5 cm. EN EL LECHO INFERIOR DE LAS ZAPATAS Y TENSORES. LAS ACOTACIONES SE HAN DEFINIDO A PARTIR DE LOS PLANOS PRESENTADOS POR ARQUITECTURA, CUALQUIER DISCREPANCIA SE CONSULTARA CON LA ESPECIFICACIONES SUPERVISION DE LA OBRA. SUELO. EL ACERO PARA PERNOS SERA GRADO 60 (fy=4200 kg/cm2). CW-1 CW-1 5 5 VW-1 VW-1 VW-1 VW-1 VW-1 VW-3 VW-3 VW-3 VW-3 VW-3 VW-3 VW-3 VW-3 VW-3 VW-3 VW-3 VW-1 VW-3 VW-3 VW-1 VW-1 VW-1 VW-1 VW-1 VW-3 VW-3 VW-3 5 A A B B ACERO ASTM A-36 Fy = 2,520 kg/cm2 N=0+3.9573 N=0+4.1386 N=0+0.00 N=0+5.7703 REFUERZO INFERIOR 23 No5 @ ± 0.175 CUADRO DE ZAPATAS PARALELO A "L" L 2.40 mts. Z-1 TIPO 1.50 mts. hf h 4.80 B mts. 1.00 mts. PARALELO A "B" 16 No8 @ ± 0.15 ACERA PE-1 PE-1 CW-1 CW-1 5 5 T-1 5 5 5 5 5 5 1 2 3 4 Z-1 PE-1 PE-1 T-1 T-1 T-1 PE-2 5 5 5 5 CW-1 CW-1 5 5 N=0+0.00 ACERA PE-1 PE-1 CW-1 CW-1 5 5 T-1 5 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 CW-2 CW-2 5 5 5 N=0+0.00 CW-2 CW-2 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 CW-2 CW-2 5 5 N=0+0.00 CW-2 CW-2 5 5 5 5 5 5 5 5 N=0+5.7703 REFUERZO SUPERIOR 26 No6 @ ± 0.154 PARALELO A "L" PARALELO A "B" 16 No8 @ ± 0.15 PI-1 PI-1 PI-1 PI-1 PI-1 PI-1 PI-1 PI-1 PI-1 PI-1 PI-1 PI-1 PI-1 PI-1 PI-1 PI-1 PI-2 PI-2 5 5 5 5 5 5 5 5 5 5 5 5 PI-2 PI-2

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	autocad, base, block, bridges, construction, cortes, DWG, FOUNDATION, foundations, fundament, ground, piles, specifications