Footbridge DWG Section for AutoCAD

Footbridge – Plant – Sections – Details

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

berm, track, gardener, dad, ciu, eroica, pedro, san, bridge board plant, hidden head, high cable, tencion, longitudinal elevation, section a-a ‘, see detail, housing, poles, tension, high, high tension, oval, asoc. of housing, shopping center, ave. jorge basadre grohmann norte, avda. jorge basadre grohmann west, avda. auxiliary, south pan, area, green, tower, post, grau, high tension posts, planimetry, diagonal, uprights, typical section bridge, parante, board, arch, —, section, wooden step, railing, beam i prefabricated metal, prefabricated metal beam, metal beam, section aa, section bb, exterior view, interior view, stringers, x – x, crossbar, diagonal, parantes, horizontal braces, column, lateral beam, mahogany wood, handrails, plant union beam i – platform, circular column elevation, nt, – pedestals, technical specifications :, columns, coatings :, – curing, stripping caravista, steel, foundations, reinforced concrete :, shoes and pedestals, simple concrete :, pg, protection, overload, coverage, – the capacity of the joints must develop the capacity in traction of each concurrent element, lateral elevation, frontal elevation, elevation, plant, frontal elevations, typical section, pedestrian bridge, general plant, both directions, shoe detail

Raw text data extracted from CAD file:

\A1;12.00 \A1;37.42 \A1;1.20 \A1;4.50 \A1;15.10 \A1;5.23 \A1;7.10 \A1;4.29 \A1;BERMA \A1;PISTA \A1;JARDINERA \A1;PISTA \A1;BERMA \A1;V \A1;2.25 R3,5 \A1;2.55 \A1;19.50 \A1;10.00 \A1;2.55 \A1;2.55 \A1;2.55 \A1;2.55 \A1;10.00 \A1;19.50 \A1;2.55 84° 6.95 6.20 6.84 2.25 V. BERMA PISTA JARDINERA PISTA BERMA 4.29 7.10 5.23 15.10 4.50 1.20 37.42 12.00 LA DAD H CIU EROICA C TA DE PEDRO DE NA SAN \A1;.50 \A1;.25 \A1;.40 \A1;1.20 \A1;.60 \A1;2.30 \A1;1.22 \A1;1.23 \A1;2.95 \A1;.40 \A1;\U+2205.50 \A1;2.55 \A1;10.00 \A1;19.50 \A1;2.55 84° \A1;2.55 \A1;4.53 \A1;4.12 \A1;0.72 \A1;4.82 72° \A1;\U+220543.3000 \A1;.25 \A1;.40 \A1;.50 \A1;.60 \A1;\U+2205.50 \A1;.25 \A1;.60 \A1;.60 \A1;.20 \A1;.25 \A1;.20 \A1;.03 \A1;.02 \A1;.04 \A1;.10 \A1;.08 \A1;.025 \A1;0.0381 \A1;0.0500 \A1;0.0113 \A1;0.0762 \A1;0.0402 \A1;0.0133 \A1;0.0762 \A1;0.0500 \A1;0.0381 \A1;0.0570 \A1;0.0381 \A1;0.0189 \A1;0.0749 \A1;0.1270 \A1;0.0127 \A1;0.0762 \A1;0.1524 \A1;0.1524 \A1;0.0381 \A1;0.0388 \A1;0.0762 \A1;0.0762 \A1;0.0762 \A1;0.1524 \A1;0.0762 \A1;0.0107 \A1;0.15 \A1;0.11 \A1;0.48 \A1;0.24 \A1;0.12 \A1;0.12 \A1;0.04 \A1;0.24 \A1;0.1524 \A1;0.1524 \A1;0.09 \A1;0.1524 \A1;0.0500 0.30 0.30 0.25 0.24 0.10 1.20 1.50 1.00 0.25 0.80 2.30 0.10 0.50 1.20 0.10 0.42 0.10 0.60 0.30 0.10 0.50 0.25 0.25 0.25 0.10 0.30 0.30 1.20 0.10 0.60 5.00 0.14 0.05 0.05 0.09 0.30 0.15 0.30 0.10 0.30 0.08 0.08 0.30 0.10 0.04 0.30 0.04 0.30 3.15 1.00 0.80 0.50 0.50 1.50 1.00 1.00 \A1;5.00 \A1;5.00 \A1;1.27 \A1;1.27 \A1;2.30 \A1;2.30 2.30 2.30 \U+22050.50 \U+22050.80 \A1;5.00 \A1;5.00 \A1;3.15 \A1;13.60 \A1;14.37 \A1;2.55 \A1;2.55 \A1;8.48 \A1;10.25 \A1;7.80 \A1;5.00 \A1;7.45 \A1;2.55 \A1;10.25 \A1;7.45 \A1;12.00 \A1;37.42 \A1;1.20 \A1;4.50 \A1;15.10 \A1;5.23 \A1;7.10 \A1;4.29 \A1;BERMA \A1;PISTA \A1;JARDINERA \A1;PISTA \A1;BERMA \A1;V \A1;2.25 R3,5 \A1;2.55 \A1;2.55 \A1;10.00 \A1;19.50 \A1;2.55 \A1;14.37 \A1;2.55 \A1;10.25 \A1;10.25 \A1;7.80 \A1;5.00 \A1;BERMA \A1;4.29 \A1;13.60 \A1;2.55 \A1;8.48 \A1;7.45 \A1;7.45 2.70 2.80 \A1;1.80 1.15 1.65 0.60 0.80 1.20 0.10 72° 4.82 4.12 .72 1.20 2.40 2.45 2.60 .60 4.55 2.23 2.60 4.27 4.42 \A1;0.30 \A1;0.18 \A1;0.0762 \A1;0.0762 \A1;0.1524 \A1;0.1604 \A1;0.0762 \A1;0.0381 \A1;0.0762 \A1;0.0762 \A1;0.0381 \A1;0.1524 \A1;0.1524 \A1;0.0762 \A1;0.0381 \A1;0.0381 \A1;0.1270 \A1;2.55 \A1;5.00 \A1;1.00 \A1;1.80 \A1;7.80 \A1;1.00 5 4 3 2 1 B A ELEVACIÓN DEL PUENTE EJE “B” ELEVACIÓN DEL PUENTE EJE “A” del puente en E-04 Ver detalle 1 de piso del tablero PLANTA TABLERO DEL PUENTE CABEZA ESCONDIDA PERNO d3/8″ (A-307) TABLA 1-1/2″x10″ (12″) CAPA ASFALTICA DE 1″ 5 4 3 2 1 CABLE DE ALTA TENCION 5 5 5 5 5 5 5 5 BERMA PISTA JARDINERA PISTA BERMA V 5 ELEVACION LONGITUDINAL ELEVACIÓN DEL PUENTE EJE “A” 5 B A 5 5 5 5 2 2″x5/16″ 1 6″x5/16″ PLANTA ESCALERA Nº 1 5 5 5 5 5 5 1 2 3 4 5 A B 5 SECCION A-A’ 5 V. BERMA PISTA JARDINERA PISTA BERMA 5 5 5 5 5 5 5 5 TENCION CABLE DE ALTA 8.37 m. VER DETALLE DE JARDINERA-TRAMO 3 VER DETALLE DE JARDINERA-TRAMO 2 DE JARDINERA-TRAMO 1 VER DETALLE VIVIENDA A Postes tension alta Alta Tension OVALO “LA FLORIDA” ASOC. DE VIVIENDA VIA – 1 : AV. JORGE BASADRE NORTE MERCADO “GRAU” “LA ROTONDA” CENTRO COMERCIAL VIA-1 VIA-2 VIA-4 AVDA. JORGE BASADRE GROHMANN NORTE VIA-3 AVDA. JORGE BASADRE GROHMANN OESTE VIA-1 VIA-2 VIA-1 VIA-2 AVDA. AUXILIAR VIA-1 PANAMERICANA SUR VIA-2 Pc AREA VERDE VERDE AREA VERDE AREA VERDE AREA VERDE AREA VERDE AREA VERDE AREA VERDE AREA AREA VERDE Torre de VERDE AREA VERDE AREA VERDE AREA Poste VIA-3 VIA-3 GRAU POSTES ALTA TENSION A` C C` PLANIMETRIA ESCALA: 1/500 B` 5 5 B 5 DIAGONALES DIAGONALES 2 2″x5/16″ MONTANTES 2 1-1/2″x3/16″ 2.55 Viga “U” 10″ x 4″ x e=3/16\H1.429x;” 1 6″x3″x5/16″ 1 2 3 4 5 PLANTA TABLERO DEL PUENTE A B SECCIÓN TIPICA PUENTE PARANTE 2 2-1/2″x3/16″ 2 2-1/2″x3/16″ PARANTE TABLERO 2 2-1/2″x3/16″ 2 2-1/2″x3/16″ 2 2-1/2″x3/16″ 1 2.1/2″x5/16″ (TÍPICO) ARCO A — — Escala 1:10 A SECCION B — Escala 1:10 SECCION PASO DE MADERA 1-1/2″x1/8″ 1-3/4″x3/16″ Plancha e=3/16″ fy=2,500 kg/cm2 soldada a columna Plancha e=3/16″ fy=2,500 kg/cm2 soldada a pernos 5 tw=3/8″ 5 tf=1/2″ tf=1/2″ 5 5 5 Plancha e = 1/2″ fy=2,500 kg/cm2 5 5 5 5 5 Plancha e = 3/16″ fy=2,500 kg/cm2 5 3 Viga “U” 6″ x 3″ x e=3/16″ Cobertura Plancha de fibra de vidrio e=6mm acabado 1 6″x3″x5/16″ PASAMANO 5 5 5 5 B Z-2 Z-1 Z-1 5 4 3 C A 2 1 5 5 5 5 1 6″x3″x5/16″ 1 6″x5/16″ 1 6″x5/16″ 1 6″x5/16″ 1 6″x5/16″ 1 6″x5/16″ 1 6″x5/16″ 1 6″x5/16″ 1 6″x5/16″ 1 6″x5/16″ 1 6″x5/16″ 1 6″x5/16″ 1 6″x5/16″ 1 6″x5/16″ 1 6″x5/16″ 1 6″x5/16″ 1 6″x5/16″ 1 6″x5/16″ 1 6″x5/16″ 1 6″x5/16″ 1 6″x3″x5/16″ 1 6″x3″x5/16″ 1 6″x3″x5/16″ 1 6″x3″x5/16″ 1 6″x3″x5/16″ 1 6″x3″x5/16″ 1 6″x3″x5/16″ 1 6″x3″x5/16″ 1 6″x3″x5/16″ 1 6″x3″x5/16″ 1 6″x3″x5/16″ 1 6″x3″x5/16″ 1 6″x3″x5/16″ 1 6″x3″x5/16″ 1 6″x3″x5/16″ 2 3″x1/4″ 5 5 5 2.55 1 3″x3″x3/16″ 1 3″x3″x3/16″ 5 4 Ø 5/8″ Ver Detalle de Unión (detalle 5) tf=1/2″ 5 tw=3/8″ 5 5 5 Plancha de Acero ASTM A- 36 e = 3/16 ” Columna Hueca Circular de Acero prefabricada e = 3/16 ” 5 5 5 5 Viga I Metálica Prefabricada Plancha de Acero ASTM A- 36 e = 3/16″ Columna Hueca Circular de Acero e = 3/16″ 1 6″x3″x5/16″ Plancha de Acero ASTM A- 36 e = 3/16 ” 5 Viga I Metálica prefabricada Ver Detalle de Unión (detalle 3) Perno Ø 5/8″ 5 5 5 5 5 1 6″x3″x5/16″ Plancha de Acero ASTM A- 36 e=3/16″ Perno Ø 5/8″ Viga I Metálica 5 5 5 \LDETALLE 5 UNION COLUMNA CIRCULAR CENTRAL -VIGA I METALICA \LDETALLE 3 UNION VIGA I METALICA – BRIDA INFERIOR 5 5 5 5 5 5 1 6″x3″x5/16″ 1 1 1/2″x3/16″ 1 2″x5/16″ 5 5 5 5 5 5 5 Plancha de Acero ASTM A- 36 e=3/16″ \LDETALLE 6 UNION BRIDA SUPERIOR ( INFERIOR)- DIAGONALES-MONTANTES (TIPICO EN AMBAS ALAS DEL CANAL) A A B B 5 5 5 5 5 5 5 5 1 6″x3″x5/16″ 1 3″x3/16″ Perno Ø 3/8″ 1 6″x3″x3/16″ 1 3″x3/16″ 5 1 6″x3″x5/16″ 1 6″x3″x3/16″ Perno Ø 3/8″ 5 1 6″x3″x3/16″ 1 3″x3/16″ Perno Ø 3/8″ 5 1 6″x3″x5/16″ \LDETALLE 7 UNION BRIDA INFERIOR – VIGUETA DE PLATAFORMA SECCION A-A SECCION B-B 5 5 5 5 5 5 5 5 5 5 1 6″x3″x5/16″ 1 6″x3″x1/4″ Plancha de Acero ASTM A- 36 e=3/16″ 5 5 1 6″x5/16″ 5 5 5 1 6″x3″x1/4″ 1 6″x3″x5/16″ 1 6″x5/16″ \LDETALLE 8 UNION PARANTE TORRE- TRAVESAÑO-DIAGONAL VISTA EXTERIOR VISTA INTERIOR VISTA EXTERIOR VISTA INTERIOR 1 6″x3″x5/16″ 1 6″x3″x3/16″ 1 6″x3″x3/16″ 100mmx50mm e=3mm ARCO LARGUEROS 80mmx40mm e=3mm 80mmx40mm e=3mm LARGUEROS 80mmx40mm e=3mm LARGUEROS Madera caoba 3″x3/4″ X – X X X 1 6″x3″x3/16″ 2 1-1/2″x3/16″ MONTANTES PARANTE PARANTE PARANTE PARANTE 2 2-1/2″x3/16″ PARANTE 2 2-1/2″x3/16″ PARANTE 2 2-1/2″x3/16″ PARANTE TRAVESAÑO DIAGONAL 2 3″x1/4″ 2 3″x1/4″ 2 3″x1/4″ PARANTE TRAVESAÑO PARANTES 1 50mmx50mm e=3mm 1 3″x3″x3/16″ ARRIOSTRES HORIZONTALES 1 8″x3″x3/16″ COLUMNA VIGA LATERAL 1 10″x4″x5/16″ 3″x3/4″ Madera Caoba PASAMANOS 1 3″x3″x3/16″ — B Viga “U” 10″ x 4″ x e=3/16\H1.429x;” VIGA LATERAL 1 10″x4″x5/16″ 1 1-3/4″ x 3/16″ 1-1/2″x1/8″ Viga “U” 6″ x 3″ x e=3/16″ PLANTA UNION VIGA I – PLATAFORMA DETALLE 2 Perno 3/8″ 8 Pernos d 3/8″ x10″ ELEVACION COLUMNA CIRCULAR \LDETALLE 1 TABLERO EN PLATAFORMA (PISO) Z-3 Z-5 Z-3 Z-3 Z-3 Z-5 Z-4 Z-4 Ø 3/8″ @ 20cm 4 Ø 5/8″ Ø 3/8″ @ 20cm 5 5 5 5 5 5 5 N.T. 1 6″x5/16″ Ø 1/2″ @ 15cm Ø 1/2″ @ 15cm 4 Ø 5/8″ 5 Ver Detalle 9 5 5 DETALLE DE ZAPATA Z-1 Zunchos d 3/8″ a 0.15m 8 d 5/8″ fy=4,200 kg/cm2 5 5 5 5 5 Malla d 5/8″ a 0.20m DETALLE DE ZAPATA Z- 2 5 5 Ver Detalle 10 Z-3 5 5 5 Ø 3/8″ @ 20cm N.T. 5 5 1 6″x3″x3/16″ 4 Ø 5/8″ Ver Detalle 10 Z-4 5 5 5 8 Ø 1/2″ 5 5 5 4 Ø5/8″ Ø 1/2″ @ 20 cm 1 8″x3″x5/16″ 5 5 5 N.T. 1 6″x5/16″ Perno de anclaje de 3/8″x10″ 5 5 5 Perno de anclaje de 3/8″x10″ 1 6″x5/16″ 5 5 5 5 Placha de acero ASTM A-36 e = 3/16″ \LDETALLE 10 UNION PARANTE TORRE -PEDESTAL DE CIMENTACION 5 5 5 5 5 5 5 Perno de anclaje de 3/8″x10″ 1 6″x3″x3/16″ 1 6″x3″x3/16″ 5 5 5 \LDETALLE 11 UNION COLUMNA ESCALERA – PEDESTAL DE CIMENTACION – PEDESTALES ESPECIFICACIONES TECNICAS: COLUMNAS RECUBRIMIENTOS: – CURADO DESENCOFRADO CARAVISTA ACERO CIMENTACION CONCRETO ARMADO: ZAPATAS Y PEDESTALES CONCRETO 1:10+30% CONCRETO SIMPLE: f’y = 4,200 kg/cm2 5.0 cm. 10.0 cm. 7 DIAS mín. 2 DIAS f’c = 210 kg/cm2 P.G. PROTECCION – La estructrua de acero se protegerá con una capa de base zincromato + pintura esmalte anticorrosiva SOBRECARGA – 30 Kg/m2 – Fibra de vidrio e=6mm COBERTURA – La capacidad de las uniones deberá desarrollar la capacidad en tracción de cada elemento concurrente – Electrodos AWS E6018 %%SOLDADURA – Perfiles A-36 f´y=2520 kg/cm2 %%ACERO ESTRUCTURAL: ESPECIFICACIONES TECNICAS: Z-5 5 5 5 5 5 \LDETALLE 12 LLEGADA DE ESCALERA A CIMENTACION 1 10″x4″x5/16″ VIGA LATERAL Placha de acero ASTM A-36 e = 3/16″ Perno de anclaje de 3/8″x10″ Ver Detalle 11 ELEVACION LATERAL ELEVACION FRONTAL 5 5 5 ELEVACION PLANTA ELEVACION PLANTA ELEVACION ELEVACION 5 5 5 5 5 5 5 5 5 5 PLANTA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCIÓN TIPICA PUENTE PARANTE 2 2-1/2″x3/16″ 2 2-1/2″x3/16″ PARANTE TABLERO ARCO Cobertura Plancha de fibra de vidrio e=6mm acabado PASAMANO 1 3″x3″x3/16″ 1 3″x3″x3/16″ 100mmx50mm e=3mm ARCO 80mmx40mm e=3mm LARGUEROS Madera caoba 3″x3/4″ X – X 1 6″x3″x3/16″ 5 BERMA 5 5 5 5 5 5 5 5 5 5 5 B A 5 4 3 2 1 5 5 5 5 5 5 ELEVACIÓN DEL PUENTE EJE “A” ELEVACION LONGITUDINAL 5 V BERMA PISTA JARDINERA PISTA BERMA 5 5 5 5 5 5 5 5 TENCION CABLE DE ALTA ELEVACIONES FRONTALES PLANTA ESC: 1/100 ESC: 1/100 ESC: 1/100 ESC: 1/25 SECCION TIPICA PUENTE PEATONAL 5 5 5 5 5 Concreto Ciclópeo 1:10 + 30% PG ESC: 1/100 PLANTA GENERAL Ø 1/2″ @ 25cm ambos sentidos ambos sentidos Ø 1/2″ @ 25cm Ø 1/2″ @ 20 cm ambos sentidos 5 1/25 1/25 1/25 1/25 1/25 1/25 1/25 5 5 5 DETALLE DE ZAPATAS 1/25 1/25 Perno de anclaje de 3/8″x10″ Placha de acero ASTM A-36 e = 3/16″ Placha de acero ASTM A-36 e = 3/16″ Placha de acero ASTM A-36 e = 3/16″ E-60 5 4 E-60 E-60 5 4 E-60 esc: 1/12.5 esc: 1/12.5 esc: 1/12.5 ESC: 1/75 ESC: 1/75 ESC: 1/75 3″x3/4″ Madera Caoba PASAMANOS 1 3″x3″x3/16″ 1 8″x3″x3/16″ COLUMNA PARANTES 1 50mmx50mm e=3mm 1 3″x3″x3/16″ ARRIOSTRES HORIZONTALES COLUMNA 1 8″x3″x3/16″ VIGA LATERAL 1 10″x4″x5/16″ 5 5 5 5 \A1;Viga “U” 10″ x 3″ x e=\S1#4;\H1.429x;” \A1;Viga “U” 10″ x 3″ x e=\S1#4;\H1.429x;” 2.55 PLANTA ESCALERA Nº 2 5 B A ESC: 1/25 ESC: 1/25 ESC: 1/50 ESC: 1/50 ELEVACION ELEVACION 5 5 5 5 5 5 5 5 5 5 5 1 6″x3″x3/16″ ESC: 1/10 5 E-60 E-60 5 E-60 5 5 E-60 5 E-60 E-60 6 4 E-60 E-60 4 6 E-60 Plancha de Acero ASTM A- 36 e = 3/16″ E-60 4 E-60 4 E-60 4 E-60 4 4 E-60 — B A — 5 5 5 1 6″x5/16″ 1 3″x3/16″ 5 5 5 5 5 5 1 3″x5/16″ 1 6″x5/16″ Perno Ø 5/8″ 1 6″x3″x5/16″ E-60 4 4 E-60 Perno Ø 3/8″ 5 5 5 1 6″x3″x5/16″ 5 5 5 1 6″x5/16″ 1 3″x5/16″ 1 6″x3″x5/16″ 1 6″x3″x5/16″ SECCION B-B SECCION A-A \LDETALLE 9 UNION POSTE TORRE – BRIDA INFERIOR – VIGUETA DE PLATAFORMA ESC: 1/12.5 EJE 1-1 EJE 5-5 5 5 5 5 5 5 ESC: 1/50 ESC: 1/50 ESC: 1/25 ESC: 1/20 \LDETALLE 4 SECCIONES DE COLUMNA CIRCULAR Y VIGA I ESC: 1/20 ESC: 1/5 ESC: 1/10 ESC: 1/10 ESC: 1/12.5 1 6″x3″x5/16″