Pedestrian Bridge DWG Block for AutoCAD

Pedestrian Bridge DWG Block for AutoCAD

Construccon consists of a wooden bridge with reinforced mortar bases; with their respective coverage ceiling and railings on both sides; Calamine coverage will be of the following measures 1.80×0.83×2.6mm and will be painted for durability thereof with anti-corrosive paint. For better service life is being considered wood preservative in all structural elements and platform; in parantes; handrails and coverage is being considered 2 coats of enamel paint.

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

magnetic, detail of type a junction, maximum avenues, retaining wall, fill with selected material, floor, board, ridge, height, terrain, progressive, axis of the bridge, variable, calicata, npt., region :, loreto, district :, province:, scale, sheet :, date, acad, aprob., project :, planes :, maynas, plant – foundations, alto nanay, community :, san antonio -, pisco, code, longitudinal profile, detail of, junction type a, plant, structures, nm, cut b – b, cut a – a, screen – front elevation, screen – plant, cut y, cut xx, technical specifications, wood group c, upright, iron plate type ii – a , iron sheet type i, iron sheet type ii – b, variable, topographical plant, foundations

Raw text data extracted from CAD file:

W GV D H Y D O S W S D Y H WV TP D 1.60 1.60 1.00 0.10 1.00 0.25 1.00 1.58 2.83 0.20 1.00 0.60 0.60 1.20 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.10 0.10 2.50 3.00 3.00 3.00 3.00 3.00 3.00 3.00 10.20 3.05 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 91.20 2.25 21.00 60.00 93.25 10.20 1.60 1.60 1.00 1.00 0.10 1.00 1.60 1.60 1.00 0.10 1.00 2.40 2.70 0.80 2.50 0.70 0.20 \A1;2.50 2.50 0.20 0.20 1.00 0.10 0.50 1.00 0.30 0.25 0.25 0.25 0.60 1.20 0.20 0.20 \A1;2.00 0.25 0.25 0.40 0.60 0.80 0.28 0.83 2.83 0.83 0.28 5.07 1.80 8.00 9.15 0.52 0.52 0.75 0.75 0.67 0.36 MAGNETIC 0.65 3.00 2.15 1.10 2.80 3.00 3.00 3.10 2.15 3.00 3.20 3.10 3.00 3.00 2.80 3.15 1.10 0.65 5 5 5 DETALLE DE EMPALME TIPO A DETALLE DE EMPALME TIPO A MAXIMAS AVENIDAS 5 5 MURO DE CONTENCIÓN MURO DE CONTENCIÓN 5 5 5 5 5 Relleno con material seleccionado Pavimento rígido F'C=140Kg/cm2 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 Relleno con material seleccionado Pavimento rígido F'C=140Kg/cm2 5 Solado 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 20 21 22 23 24 25 26 27 28 29 Z2 Z2 Z1 Z1 Z1 Z1 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z3 Z3 5 5 A B 5 5 C1 C1 C1 C1 5 5 5 5 5 DETALLE DE EMPALME TIPO A DETALLE DE EMPALME TIPO A 5 5 5 5 5 DETALLE DE EMPALME TIPO A 5 5 3" x 2" 2" x 2" 3" x 2" 2" x 2" 3" x 2" 5 TABLA 2" x 8" CORREAS 3" x 2" VIGA 8" x 4" 5 5 5 5 3" x 2" 5 CORTE A - A \H0.5x;\lESC.: 1/25 5 6 7 5 CUMBRERA 5 CORTE B - B \H0.5x;\lESC.: 1/25 3" x 2" 2" x 2" CORREAS 3" x 2" 5 3" x 2" 6 CUMBRERA VP-101 VP-101 VIGA 3" x 4" C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 5 5 C1 4d1/\H1.4118x;2" 5 5 5 5 \LCORTE X-XX-X \W1.48619; Esc.:1/10 5 4d1/\H1.4118x;2" 5 5 5 4d1/\H1.4118x;2" \LCORTE Y-YY-Y \W1.42814; Esc.:1/10 X X COLUMNA C1 5 5 5 5 Y Y VP-101 5 d1/4";1@.05;2@.10;3@.15;R@.20 2d1/2" 2d1/2" 5 5 4d1/\H1.4118x;2" \LCORTE 1-11-1 \W1.31205; Esc.:1/10 1 1 1 1 1 1 2d1/2" 2d1/2" d1/4";1@.05;2@.10;3@.15;R@.20 d1/4";1@.05;2@.10;3@.15;R@.20 \LPANTALLA - PLANTA- PLANTA \W8.09991; Esc.:1/50 \LPANTALLA - ELEVACION FRONTAL- ELEVACION FRONTAL \W8.46481; Esc.:1/25 5 5 5 5 5 5 5 5 5 5 d3/\H1.4118x;8"\H0.99998x;@.20 d3/\H1.4118x;8"\H0.99998x;@.20 d3/\H1.4118x;8"\H0.99998x;@.20 d3/\H1.4118x;8"\H0.99998x;@.20 d3/\H1.4118x;8"\H0.99998x;@.20 d3/\H1.4118x;8"\H0.99998x;@.20 110.00 105.00 109.50 109.00 108.50 108.00 107.50 107.00 106.50 106.00 105.50 104.50 103.50 104.00 109.00 109.00 108.50 108.00 107.50 107.00 106.50 106.00 105.50 105.00 104.50 103.50 104.00 5 5 108.50 108.00 107.50 107.00 106.50 106.00 105.50 105.00 105.00 105.50 104.50 109.50 109.00 108.50 108.00 107.50 107.00 106.50 106.00 W E S N BM 500.394 HITO 1 105 0+040 0+063.52 0+140.83 106.917 105.977 104.58 106.951 110 0+030 COTA DE TERRENO PROGRESIVA 0+040.16 0+052.90 104.728 0+036.706 107.030 0+030.94 0+066.29 103.49 0+071.89 104.348 0+088.22 104.348 0+110.29 104.532 0+123.48 105.451 0+126.38 105.451 0+131.49 105.981 0+139.49 105.981 EJE DEL PUENTE variable CALICATA CALICATA 5 5 NPT. 0 2098 5 5 5 5 112 TABLA 2" x 8" REGION: LORETO DISTRITO: PROVINCIA: ESCALA LAMINA: FECHA ACAD APROB. PROYECTO: PLANOS: 1/1,750 MAYNAS “CONSTRUCCION PUENTE PEATON QUEBRADA SANTA ROSA- ALTO NANAY- MAYNAS - LORETO”\H1.2x; PLANTA - CIMENTACIONES ALTO NANAY Rolling -222952 COMUNIDAD: SAN ANTONIO - JULIO-2011 PISCO 02 A-01 \W9.35109; MUNICIPALIDAD DISTIRTAL DE ALTO NANAY CODIGO \W2.06218; MUNICIPALIDAD DISTIRTAL DE \W2.06218; ALTO NANAY 105 0+040 0+063.52 0+140.83 106.917 105.977 104.58 106.951 110 ESC. 1/75 PERFIL LONGITUDINAL 0+030 COTA DE TERRENO PROGRESIVA 0+040.16 0+052.90 104.728 0+036.706 107.030 0+030.94 0+066.29 103.49 0+071.89 104.348 0+088.22 104.348 0+110.29 104.532 0+123.48 105.451 0+126.38 105.451 0+131.49 105.981 0+139.49 105.981 NPT. 0 112 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 1 C 1 C 1 C 1 B A Z 3 Z 3 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 2 Z 1 Z 1 Z 1 Z 1 Z 2 Z 2 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Solado Pavimento rígido F'C=140Kg/cm2 Relleno con material seleccionado Pavimento rígido F'C=140Kg/cm2 Relleno con material seleccionado MURO DE CONTENCIÓN MURO DE CONTENCIÓN MAXIMAS AVENIDAS DETALLE DE EMPALME TIPO A DETALLE DE EMPALME TIPO A 1.60 1.60 1.00 0.10 1.00 0.25 1.00 0.60 1.20 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.10 0.10 3.00 3.00 3.00 3.00 3.00 3.00 3.00 10.20 3.05 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 91.20 2.25 21.00 60.00 93.25 10.20 8.00 9.15 110.00 105.00 109.50 109.00 108.50 108.00 107.50 107.00 106.50 106.00 105.50 104.50 103.50 104.00 109.00 109.00 108.50 108.00 107.50 107.00 106.50 106.00 105.50 105.00 104.50 103.50 104.00 108.50 108.00 107.50 107.00 106.50 106.00 105.50 105.00 105.00 105.50 104.50 109.50 109.00 108.50 108.00 107.50 107.00 106.50 106.00 BM 500.394 HITO 1 EJE DEL PUENTE CALICATA CALICATA PLANTA ESC. 1/500 REGION: LORETO DISTRITO: PROVINCIA: ESCALA LAMINA: FECHA ACAD APROB. PROYECTO: PLANOS: 1/1,750 MAYNAS “CONSTRUCCION PUENTE PEATON QUEBRADA SANTA ROSA- ALTO NANAY- MAYNAS - LORETO”\H1.2x; ESTRUCTURAS ALTO NANAY Rolling -222952 COMUNIDAD: SAN ANTONIO - JULIO-2011 PISCO 02 A-01 CODIGO \W2.06218; MUNICIPALIDAD DISTIRTAL DE \W2.06218; ALTO NANAY N.M N.M 3" x 2" 2" x 2" 3" x 2" 2" x 2" 3" x 2" TABLA 2" x 8" VIGA 8" x 4" 3" x 2" 3" x 2" 2" x 2" 3" x 2" VIGA 3" x 4" TABLA 2" x 8" 0.36 0.67 0.75 0.75 0.52 0.52 VP-101 VP-101 CUMBRERA 6 2.50 CORREAS 3" x 2" CORTE B - B ESC.: 1/25 \A1;2.50 CUMBRERA 0.20 7 6 5 CORTE A - A ESC.: 1/25 0.70 2.50 0.80 2.70 2.40 CORREAS 3" x 2" 1.00 0.10 1.00 DETALLE DE EMPALME TIPO A 1.00 1.60 1.60 0.10 1.00 DETALLE DE EMPALME TIPO A DETALLE DE EMPALME TIPO A 1.00 1.60 1.60 0.36 Ø3 / 8" @.20 Ø3 / 8" @.20 Ø3 / 8" @.20 Ø3 / 8" @.20 Ø3 / 8" @.20 Ø3 / 8" @.20 1.80 5.07 0.28 0.83 2.83 0.83 0.28 0.80 0.60 0.40 PANTALLA - ELEVACION FRONTAL Esc.:1/50 PANTALLA - PLANTA Esc.:1/50 Ø1/4";1@.05;2@.10;3@.15;R@.20 Ø1/4";1@.05;2@.10;3@.15;R@.20 2Ø1/2" 2Ø1/2" 1 1 1 1 1 1 CORTE 1-1 Esc.:1/20 4Ø1 / 2 " 0.25 0.25 2Ø1/2" 2Ø1/2" Ø1/4";1@.05;2@.10;3@.15;R@.20 \A1;2.00 VP-101 Y Y 0.20 0.20 0.60 1.20 COLUMNA C1 X X CORTE Y-Y Esc.:1/10 4Ø1 / 2 " 0.25 0.25 0.25 4Ø1 / 2 " 0.30 CORTE X-X Esc.:1/10 variable 1.00 0.50 0.10 1.00 4Ø1 / 2" C 1 0.20 0.20 2.50 0.20 2.83 1.58 1.00 ESC.: 1/20 COLUMNA C2 ESC.: 1/20 ESPECIFICACIONES TECNICAS MADERA GRUPO C E = 55 000 kg/cm2 - MODULO DE ELASTICIDAD fcII = 80 kg/cm2 - ESFUERZO ADMISIBLE PARALELO A LA FIBRA fcI = 100 kg/cm2 - ESFUERZO ADMISIBLE PERPENDICULAR A LA FIBRA fv = 8 kg/cm2 - ESFUERZO ADMISIBLE AL CORTE COLUMNA (8" x 8") PILOTE SOLERA ( 8" x 4") PUNTAL (2" x 2") MONTANTE VIGA ( 8" x 4") TABLA (8" x 1 1/2") DIAGONAL (2" x 2") (BARANDA) COLUMNETA (4" x 3") VIGUETA ( 3" x 2") CORDON SUPERIOR E INFERIOR (3"x 2") (BARANDA , PASAMANO) ARRIOSTRE LATERAL (6"x 2") ARRIOSTRE TRANSVERSAL (6"x 2") 5 5 5 5 5 5 5 5 5 2.00 10" 6" 16" 3" 8" 8" 8" 2" 2" 4" 8" 8" 1 1/2" 2" 2" 4" 4" 3" 2" 3" 2" 6" 2" 6" 2" 1 2 3 4 5 6 7 10 11 1 1 2 4 5 3 3 3 5 CHAPA DE FIERRO TIPO II - A CHAPA DE FIERRO TIPO I CHAPA DE FIERRO TIPO II - B 3 CLAVOS DE 3 1 /2" 3 CLAVOS DE 3 1 /2" 3 CLAVOS DE 3 1 /2" ISOMETRIA \H0.5x;\l( COLUMNA, SOLERA, VIGA Y COLUMNETA ) \H0.8x;ESC.: 1/20 ELEMENTOS DE MADERA \H0.4x;ESC.:\l 1/25 VARIABLE ELEMENTOS DE MADERA \H0.4x;ESC.:\l 1/25 2" 5 11 10 6" ARRIOSTRE TRANSVERSAL (6"x 2") ARRIOSTRE LATERAL (6"x 2") 1 1/2" 8" 5 5 5 5 5 COLUMNETA (4" x 3") 7 6 CORDON SUPERIOR E INFERIOR (3"x 2") (BARANDA , PASAMANO) VIGUETA ( 3" x 2") 4 5 TABLA (8" x 1 1/2") 2" 6" 2" 3" 2" 3" 3" 4" 2" 2" 5 DIAGONAL (2" x 2") (BARANDA) 5 PUNTAL (2" x 2") VARIABLE 6" 16" 10" 2 1 4" 8" 3.00 SOLERA ( 8" x 4") COLUMNA (8" x 8") PILOTE 2" 2" 8" 8" MONTANTE VIGA ( 8" x 4") 3 4" 8" 5 8 9 8 9 COLUMNA C2 Esc: 1/20 Esc: 1/20 PLANTA TOPOGRAFICA ESC.: 1/250 PERFIL LONGITUDINAL ESC.: 1/250 CIMENTACION ESC.: 1/250

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	access, autocad, bases, block, bridge, ceiling, consists, coverage, DWG, pedestrian, reinforced, respective, wooden