Tinglado Metal Structure – Stadium – Shoe 2D DWG Detail for AutoCAD

Tinglado Metal Structure – Stadium – Shoe 2D DWG Detail for AutoCAD

Details – specifications – sizing – Construction cuts

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

main facade, scale, cross-section, scale, longitudinal cut, scale, autonomous municipal government of fernandez alonzo, municipal management, draft:, designation:, scales: indicated, from:, sheet, draft:, cut plane, u., location: fernandez alonzo, dra. angelina vargas ferrufino, h. municipal mayor, r.n.i., ing. mauro j. bonilla fernandez, arq. j. milton ortuño herbas, director of public works, detail of reinforced concrete structures, scale, side view, front view, slab, technical plant plan, scale, detail of grills, scale, foundation plan, scale, portico detail structure of hº aº, detail of reinforced concrete structures, scale, detail of portico anchorage column type celosia, sections detail reinforced concrete structures, scale, column, beam, detail of metal structures, scale, detail of metal structures, scale, deck plan, scale, celosia type column, lattice girder, celosia belt, card, dra. angelina vargas ferrufino, h. municipal mayor, r.n.i project, ing. mauro j. bonilla fernandez, arq. j. milton ortuño herbas, director of public works, plurinational state of bolivia, department of santa cruz, municipality of fernandez alonzo, u., draft:, management, celosia belt, lattice girder, zapata h º aº, cover calamine nº, straps, cover calamine nº, straps, poor concrete, platform, angle, beams columns, straps, platform, slab, slab, natural terrain, foundation quota, hr p.o., slab, slab, platform, natural terrain, foundation quota, hr p.o., and. faith, and. faith, and. faith, g.a.m. de san julian technical direction of public works, details of reinforcement zapata reinforcements, project: tinglado u.e. santa san julian, g.a.m. de san julian technical direction of public works, front view of the shed, project: tinglado u.e. santa san julian, g.a.m. de san julian technical direction of public works, detail of assembly of the shed, project: tinglado u.e. santa san julian, project: tinglado u.e. from san julián, detail beam strap, detail of foot of friend union of column beam, lattice belts, front view of shed, esc .:, tension, beam mts., mts., beam mts., belt, detail of reinforcement of zapata concrete column, type shoes, quantity, detail box in shoe, depth of, Foundation, central shoe, scale:, ground, ground level, cabbage., spreadsheet, type column, detail, section, level, quantity, low level, Technical specifications, concrete resistance characteristic high-tensile steel fyk aggregate foundations slabs foundations cm cm. flexion compression ground with bearing capacity, faith. smooth, beam section, beam section, strap section, sections of plain beams, column section, general shed plan, stake out plant, esc .:, detail of shoehorn, mm cm, cm cookie, esc .:, trunk, trunk mts.

Raw text data extracted from CAD file:

r = 6.25 r = 1.8 r = 1.8 r = 6.25 0,25 1,25 0,25 0,25 45° 1,35 FACHADA PRINCIPAL ESCALA 1 : 75 CORTE TRANSVERSAL ESCALA 1 : 75 CORTE LONGITUDINAL ESCALA 1 : 75 GOBIERNO AUTONOMO MUNICIPAL DE FERNANDEZ ALONZO GESTION MUNICIPAL 2013 PROYECTO: DESIGNACION: Escalas: Indicadas de: 05 03 LAMINA PROYECTO: PLANO DE CORTES "CONSTRUCCION TINGLADO Y GRADERIAS U.E. BOLIVIA" UBICACION: FERNANDEZ ALONZO Dra. Angelina Vargas Ferrufino H. ALCALDESA MUNICIPAL R.N.I. 8.108 Ing. Mauro J. Bonilla Fernández Arq. J. Milton Ortuño Herbas DIRECTOR DE OBRAS PUBLICAS DETALLE DE ESTRUCTURAS DE HORMIGON ARMADO ESCALA 1 : 20 VISTA LATERAL VISTA FRONTAL LOSA DE Hº Aº (GRADERIAS) PLANO DE PLANTA TECNICA ESCALA 1 : 100 DETALLE DE GRADERIAS ESCALA 1 : 50 PLANO DE FUNDACIONES ESCALA 1 : 100 DETALLE DE PORTICO - ESTRUCTURA DE Hº Aº DETALLE DE ESTRUCTURAS DE HORMIGON ARMADO ESCALA 1 : 40 DETALLE DE PORTICO - ANCLAJE COLUMNA TIPO CELOSIA DETALLE DE SECCIONES - ESTRUCTURAS DE HORMIGON ARMADO ESCALA 1 : 20 COLUMNA C1 COLUMNA C2 VIGA V1 DETALLE DE ESTRUCTURAS METALICAS ESCALA 1 : 10 DETALLE DE ESTRUCTURAS METALICAS (REFUERZOS) ESCALA 1 : 25 PLANO DE CUBIERTA ESCALA 1 : 100 COLUMNA TIPO CELOSIA VIGA TIPO CELOSIA CORREA TIPO CELOSIA CARTELA Dra. Angelina Vargas Ferrufino H. ALCALDESA MUNICIPAL PROYECTO - R.N.I. 8.108 Ing. Mauro J. Bonilla Fernández Arq. J. Milton Ortuño Herbas DIRECTOR DE OBRAS PUBLICAS ESTADO PLURINACIONAL DE BOLIVIA DEPARTAMENTO DE SANTA CRUZ MUNICIPIO DE FERNANDEZ ALONZO "CONSTRUCCION TINGLADO Y GRADERIAS U.E. BOLIVIA" PROYECTO: Gestión 2013 \A1;1.10 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;1.10 \A1;32.20 \A1;1.10 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;1.10 \A1;32.20 Correa Celosia Correa Celosia Correa Celosia Correa Celosia Correa Celosia Correa Celosia Correa Celosia Correa Celosia Correa Celosia Correa Celosia Correa Celosia Correa Celosia \A1;27.90 Viga Celosia Viga Celosia Viga Celosia Viga Celosia Viga Celosia Viga Celosia Viga Celosia Viga Celosia 1.100000000000023 4.999999999999972 4.999999999999972 5.000000000000114 5.0 5.000000000000028 5.0 1.100000000000023 32.20000000000013 1.100000000000023 4.999999999999972 4.999999999999972 5.000000000000114 5.0 5.000000000000028 5.0 1.100000000000023 32.20000000000013 27.90000000000009 A B C D 1 2 3 4 5 6 7 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 1 2 3 4 5 6 7 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 A B C D \A1;3.10 \A1;18.30 \A1;3.10 \A1;3.10 \A1;18.30 \A1;3.10 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 3.099999999999909 18.30000000000018 3.099999999999909 Z1 Z2 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 3.099999999999909 18.30000000000018 3.099999999999909 + 0.20 + 0.20 + - 0.00 - 1.50 - 1.50 + - 0.00 Zapata Hº Aº Zapata Hº Aº Zapata Hº Aº Zapata Hº Aº Cubierta Calamina Nº 28 Correas Cubierta Calamina Nº 28 Correas \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;2.40 \A1;1.00 \A1;2.40 \A1;1.00 5.0 4.995999999999867 5.0 5.0 5.0 5.0 2.400000000000006 1.0 2.400000000000006 1.0 + - 0.00 + 0.20 Hormigón Pobre Hormigón Pobre Plataforma - 1.50 + - 0.00 - 1.50 \A1;0.30 \A1;0.30 \A1;3.86 \A1;0.60 2 3/4" 1/2" \A1;0.20 \A1;0.50 \A1;0.20 \A1;0.50 \A1;0.80 2 3/4" 1/2" 5 5 3.861937826626275 0.6001991327590659 5 5 5 0.4999999999999147 5 2 3/4" \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.80 \A1;0.50 1/2" 2 3/4" 2 3/4" Angulo 60 o 5 5 5 5 5 \A1;0.58 \A1;0.58 \A1;0.50 \A1;1.00 \A1;0.23 \A1;0.20 \A1;1.00 \A1;1.00 \A1;0.15 \A1;0.23 \A1;0.20 \A1;1.00 0.5773502691895658 0.5773502691895658 vigas y columnas D = 3/4" D = 3/4" D = 1/2" 0.5 1.0 0.2309401076757922 0.1999999999999993 1.0 D = 3/4" D = 3/4" D = 5/16" correas 1 D = 3/8" 1 D = 3/8" D = 1/4" 1.0 0.1499999999999986 0.2309401076757922 0.2000000000000028 1.0 2 D = 3/8" 1 D = 3/8" D = 5/16" 2 3/4" 1/2" c/58 5/16" c/23 2 3/4" 5/16" c/23 5/16" c/23 2 3/8" 1 3/8" \A1;0.20 \A1;0.15 1/4" c/23 0.1999999999999957 0.1500000000000057 \A1;0.50 \A1;0.20 1/2" c/58 5/16" c/23 2 3/4" 5/16" c/23 0.4999999999999822 0.1999999993750237 2 3/4" \A1;0.40 \A1;0.60 \A1;0.60 \A1;0.60 + - 0.00 \A1;0.60 \A1;0.40 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.40 + - 0.00 + 0.20 \A1;0.60 - 1.50 \A1;0.60 \A1;2.60 \A1;1.72 \A1;0.50 \A1;0.50 Plataforma Losa de Hº Aº 0.3999999999999915 0.6000000000000227 0.599999999999909 0.6000000000000227 0.6000000000000227 Losa de Hº Aº 0.3999999999999915 0.6000000000000227 0.599999999999909 0.6000000000000227 0.3999999999999915 Terreno Natural 0.6000000000000227 Cota de Fundacion 0.6000000000000227 Fe 1/2" c/ 58 C1 Z1 C2 Z2 4 Fe 3/4" 2.599999999999994 1.722778205787108 0.5 0.5 V1 \A1;0.40 \A1;0.60 \A1;0.60 \A1;0.60 + - 0.00 \A1;0.60 \A1;0.40 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.40 + - 0.00 + 0.20 \A1;0.60 - 1.50 \A1;0.60 Fe 10 c/ 15 Fe 10 c/ 20 \A1;2.00 \A1;1.20 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.20 \A1;2.60 \A1;1.72 Hº Pº E = 5 cm. \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 Losa de Hº Aº 0.3999999999999915 0.599999999999909 0.6000000000000227 0.6000000000000227 0.6000000000000227 Losa de Hº Aº 0.3999999999999915 0.599999999999909 0.6000000000000227 0.6000000000000227 Plataforma 0.3999999999999914 Terreno Natural 0.6000000000000227 Cota de Fundacion 0.6000000000000227 E Fe 6 c/ 20 E Fe 6 c/ 15 4 Fe 16 4 Fe 12 4 Fe 12 E Fe 6 c/ 20 2.0 1.199999999999932 0.2999999999999972 0.3000000000000114 0.2000000000000028 0.2000000000000028 2.599999999999994 1.722778205787108 Hº Pº E = 5 cm. Z1 Z2 C1 C2 V1 0.25 0.25 0.25 0.25 \A1;0.20 \A1;0.30 0.1999999999999886 0.3000000000000007 E. Fe 6 c/15 2 Fe 16 2 Fe 16 \A1;0.20 \A1;0.30 0.1999999999999886 0.3000000000000007 E. Fe 6 c/20 2 Fe 12 2 Fe 12 \A1;0.25 \A1;0.55 2 Fe 12 0.25 0.5500000000000007 2 Fe 12 E. Fe 6 c/20 G.A.M. DE SAN JULIAN DIRECCIÓN TÉCNICA Y DE OBRAS PUBLICAS DETALLES DE ARMADO REFUERZOS Y ZAPATA 03 03 PROYECTO: "CONSTRUCCIÓN TINGLADO U.E. SANTA CLARA, SAN JULIÁN CENTRO" 1,08 1,50 4,98 1,25 10,59 3,00 4,05 6,43 7,65 1,35 \A1;1.45 G.A.M. DE SAN JULIAN DIRECCIÓN TÉCNICA Y DE OBRAS PUBLICAS VISTA FRONTAL DEL TINGLADO 01 03 PROYECTO: "CONSTRUCCIÓN TINGLADO U.E. SANTA CLARA, SAN JULIÁN CENTRO" G.A.M. DE SAN JULIAN DIRECCIÓN TÉCNICA Y DE OBRAS PUBLICAS DETALE DE ARMADO DEL TINGLADO 02 03 PROYECTO: "CONSTRUCCIÓN TINGLADO U.E. SANTA CLARA, SAN JULIÁN CENTRO" \A1;1,50 \A1;1.05 \A1;0.13 24,00 30,00 4,96 4,96 4,96 4,96 4,96 4,96 23,55 PROYECTO: "CONSTRUCCIÓN TINGLADO U.E. 24 DE FEBRERO, SAN JULIÁN CENTRO" 0,05 0,25 1,70 1,20 0,25 0,15 1,70 1,70 0,30 \A1;4.71 \A1;4.71 1,70 \A1;1.70 1,70 \A1;1.70 0,25 d20 mm 1,25 0,25 0,25 5 \W4.82794; DETALLE VIGA TIRANTE (REFUERZO SUPERIOR) \W1.71105; DETALLA DE PIE DE AMIGO (REFUERZO \W1.71105; LATERAL) Y UNIÓN DE COLUMNA Y VIGA 1,35 CORREAS CELOSÍA 4d20 mm COL-CM-1 5 5 5 5 5 4,05 5 7,65 5 1,50 \W4.77314; VISTA FRONTAL DE \W4.77314; TINGLADO ESC.: 1:100 Tensión Admisible:0.60 kg/cm2 1.45 VIGA METALICA-1 20x40 L= 13.72 Mts. VIGA METALICA-1 20x40 L= 13.72 Mts. VIGA METALICA-1 20x40 L= 13.72 Mts. Columna- METALICA-1 20x40 L= 7.90 Mts. Columna- METALICA-1 20x40 L= 7.90 Mts. C1- HºAº-1"C/Fierro Liso" 26x46 L= 3.00 Mts. Columna- HºAº-1"C/Fierro Liso" 26x46 L= 3.00 Mts. VIGA METALICA-2 TIRANTE 2040 L= 4.98 Mts. Correa Celosia-1 15x20 d20 mm Ø12mm c/30cm Ø12mm c/30cm 4d25 mm d20 mm d20 mm \W6.53291; DETALLE DE ARMADO DE ZAPATA \W9.69657; Y HORMIGÓN DE COLUMNA ZAPATAS TIPO A B h A A A B \W3.91239; CANTIDAD 0.25m \A1; d12C/18cm Z-1 14 1.70m 1.70m CUADRO DE DETALLE EN ZAPATA Profundidad de Fundación 1.50m \A1; d12C/18cm \A1; Aº B A \A1; Aº A \A1; b ZAPATA CENTRAL B Z-1 ESCALA: S/E \A1; Aº B \A1; Aº A B \A1; H CORTE-C1 \A1; H°Pobre 5cm \A1; Terreno Compactado" Nivel de Terreno \A1; a COL. C1 H°A° D D D-D PLANILLA DE COLUMNA COLUMNA TIPO DETALLE \W9.31388; SECCION \W7.83120; NIVEL \A1;0.26 x 0.46 m2 C1-H°A° \W3.91239; CANTIDAD 14 PLANTA BAJA \W1.57531; a x b 4d25mm ESPECIFICACIONES TECNICAS HORMIGON .- Resistencia caracteristica Fck= 210 Kg/cm2 ACERO DE ALTA RESISTENCIA.- Límite elástico Fyk = 5000 Kg/cm2 AGREGADO GRUESO.- Fundaciones < 1", Estribos, Vigas, Losas < 3/4" RECUBRIMIENTOS.- Fundaciones 5 cm , Columna, Vigas, 2.5 cm. ENPALMES.- a flexion 60xØb , a compresión 40xØb TERRENO CON CAPACIDAD PORTANTE BAJA:0.8 Kg/cm2 Fe. Liso \A1; h H 0.45m 1,50 1.05 5 2Ø20mm VIGA VM-1 Sección (20/40) 2Ø20mm Ø12mm c/35cm Ø8mm c/20cm Ø8mmc/20cm 2Ø20mm VIGA VM-2 "Tirante" Sección (20/40) 2Ø20mm Ø12mm c/30cm Ø10mm c/20cm Ø10mm c/20cm 2Ø10mm CORREA CM-1 Sección (15/20) 1Ø10mm Ø8mm c/20cm SECCIONES DE VIGAS METALICAS-Fierro Liso ESC:S/E 2Ø25mm COLUMNA CM-1 Sección (20/40) 2Ø25mm Ø12mm c/30cm Ø10mm c/20cm Ø10mmc/20cm 5 5 5 5 5 5 5 5 5 \W2.44324; PLANTA GENERAL DE \W2.44324; TINGLADO PLANTA DE REPLANTEO ESC.: 1:100 ESC.: 1:100 1,70 1,20 0,25 0,05 0,15 0,25 1,70 1,70 \W2.09801; DETALLE DE ARMADO DE ZAPATA 1d12 mm C/18 cm 0,30 GALLETA DE HºSº 5x5x5 cm ESC.: 1:25 Tronca 35x55 L=1.05m Tronca 35x35 L= 1.05 Mts. 5 5 5 5 5 5

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	autocad, concrete, construction, cuts, DETAIL, details, DWG, metal, shoe, shoes, sizing, specifications, Stadium, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure, structure en acier