Steel Roof Structure For Mulitpurpose Sports Court DWG Detail for AutoCAD

Steel Roof Structure For Mulitpurpose Sports Court DWG Detail for AutoCAD

Inclined planes of a metal cover Plideportivo, which has a light truss 36.30M.; Cant 0.90m and 0.25 M. width of the truss with structural details.

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

education ministry, republic of Peru, column, section a – a, plates, termoacusticas, det., notes:, will be soldiers with welding, will be according to the code of, develop the capacity in traction, of each concurrent element., painting epoxica consisting of the following: a.- base, one coat of paint, zinc-chromate based zinc powder, b.- finishing, two coats of paint, epoxy based on two components, according to instructions of the paint manufacturer., commercial grade., microns., – wind speed – estimated, technical specifications, welding and connectors.-, steel.-, design charges.-, all measurements are, overlapped, insufficient, throat , undercut, insufficient, convexity, excessive, the last coat of enamel will be given once the assembly is completed, the welding will be done by manual welding of protected arc, the, for the visual inspection of the welding seams will be adopted, the steel structure must be protected c on two coats of paint, anticorrosive epoxy, different colors and two coats of enamel, structure on site., next criterion., epoxy, gray color., concave, to the effect of a maximum use of the materials will be accepted, an commercial sandblasting to all the components of the metallic structure., convex, – electrodes: specification for mild steel arc-welding electrodes, the materials to be used will be :, note :, welds, manufacture in workshop, for metal structures, execution and quality controls, materials to be used, verify on site, section, detail panel termoacustico tca-pur, detail, tijeral, tip., do not indicate the size of the welding, seran, – all the respective welds in which, of the same thickness of the elements that joins., – measurements on the site will be verified, – the constructor will establish a procedure, of assembly that does not induce no stresses, foreseen in the structural calculation, cleaning and elimination of surface r cial, with two hands of, technical specifications for metal structure, – the whole structure as a whole will be previous cover, zinc chromate, and two hands of enamel, thermoacoustic panel tca-pur, tip., metal cover. of sports center

Raw text data extracted from CAD file:

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01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 \A1;U-10"x2"x2.0 \A1;U-10"x2"x2.0 \A1;U-10"x2"x2.0 \A1;U-10"x2"x2.0 \A1;U-10"x2"x2.0 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 TJ - 01 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 B 5 COLUMNA PLANCHA DE:19" x 19" x 3/8" PR 5/8" 1/8" E70 1/8" E70 PR 5/8" \A1;L-4" x 4"x1/4" \A1;L-4" x 4"x1/4" 5 5 1Z 3Z ESCALA : 1/100 SECCION A - A N.T.T. 13.01 PLANCHAS TERMOACUSTICAS COLUMNA 60X60 cm COLUMNA 60x60 cm. A 2 DET. PLANCHAS TERMOACUSTICAS 1 DET. 5 5 5 5 5 \L PLANTA DE APOYO FIJO COLUMNA PLANCHA DE:19" x 19" x 3/8" PR 5/8" 1/8" E70 1/8" E70 PR 5/8" \A1;L-4" x 4"x1/4" \A1;L-4" x 4"x1/4" \L PLANTA DE APOYO MOVIL 150cm 5 11.61 N.T.T. 9.21 8.20 5 5 5 NOTAS : 1.- TODOS LO S PERFILES SERAN DE ACERO ESTRUCTURAL ASTM A - 36 (Fy=36,000 Lbs./PULG.2). 2.- TODAS LAS UNIONES Y NUDOS DE AMARRE SERAN SOLDADOS CON SOLDADURA CONTINUA, ELECTRODOS AWS-A5.1 SERIE E-60. 3.- LA CALIDAD Y TRABAJO DE LA SOLDADURA SERA DE ACORDE AL CODIGO DE SOLDADURA AWS DI.0-69 DE LA SOCIEDAD AMERICANA DE SOLDADURA ( AMERICAN WELDING SOCIETY). 4.- LAS SOLDADURAS DE LAS UNIONES DEBERA DESARROLLAR LA CAPACIDAD EN TRACCION DE CADA ELEMENTO CONCURRENTE. 5.- LA ESTRUCTURA SERA PROTEGIDA CON PINTURA EPOXICA QUE CONSTARA DE LO SIGUIENTE: a.- BASE, UNA MANO DE PINTURA ZINCROMATO A BASE DE POLVO DE ZINC DE TRES COMPONENTES (RESINA, POLVO DE ZINC Y DISOLVENTE). b.- ACABADO, DOS MANOS DE PINTURA EPOXICA A BASE DE DOS COMPONENTES DE ACUERDO A INSTRUCCIONES DEL DEL FABRICANTE DE PINTURA. 7.- LAS ESTRUCTURAS SERAN ARENADAS AL GRADO COMERCIAL. 8.- EL ESPESOR DE LA PELICULA SECA = 90 MICRONES. - PERFILES LAMINADOS Y PLANCHAS, ASTM A36 - PERFILES FORMADOS EN FRIO, ASTM A570 - ACERO EN BARRA LISA A36 - ELECTRODOS CELULOSICOS E60, SEGUN AWS A5.1 - ELECTRODOS B. ALEACION E70, SEGUN AWS A5.1 - PERNOS DE ALTA RESISTENCIA ASTM A325 - PERNOS CORRIENTES ASTM A307 - CARGA VIVA DE TECHO (MONTAJE) - VELOCIDAD DE VIENTO -ESTIMADO ESPECIFICACIONES TECNICAS SOLDADURA Y CONECTORES.- ACERO.- CARGAS DE DISEÑO.- Fy = 2,500 Kg/cm ² Fy = 2,500 Kg/cm² Fy = 2,500 Kg/cm ² Fu = 4,200 Kg/cm ² Fu = 4,200 Kg/cm ² Fu = 4,200 Kg/cm ² Fu = 4,200 Kg/cm² s/c = 30 Kg/m ² V = 90 Km./hora TODAS LAS MEDIDAS SE Solapado insuficiente Garganta socavacion Insuficiente convexidad Excesiva Excesiva La ultima mano de esmalte se dará una vez concluido el montaje de la La soldadura se hará por soldadura manual de arco protegido, los Para la inspección visual de los cordones de soldadura se adoptará el La estructura de acero deberá ser protegida con dos manos de pintura anticorrosiva epóxica, de diferentes colores y dos manos de esmalte estructura en obra. electrodos serán de clase E 70XX. siguiente criterio. epóxico, color gris. Concavo Al efecto de un máximo aprovechamiento de los materiales se aceptara hasta un empalme soldado (con soldadura de penetración completa en barras de mas de 6 (seis) metros de longitud. En barras con largos hasta Se aplicara un arenado comercial a todos los componentes de la 6 metros no se aceptaran empalmes. estructura metálica. exceder 0.1s + 1 mm la convexidad "c" no debe Convexo - Electrodos: SPECIFICATION FOR MILD STEEL ARC-WELDING ELECTRODES, Los materiales a emplear serán: - Acero al carbono: STRUCTURAL STEEL ASTM A-36 - Pernos: ASTM 307 ASTM A233 c) PERFILES NO ACEPTABLES: NOTA: b) PERFILES ACEPTABLES: SOLDADURAS a) PERFILES DESEABLES: FABRICACION EN TALLER PARA ESTRUCTURAS METALICAS EJECUCION Y CONTROLES DE CALIDAD MATERIALES A EMPLEAR s s a a a a a a s a a c s a VERIFICARAN EN OBRA SECCION ESCALA : 1/10 A - 1X \A1;Z-10"x3"x2.0 U-10"x2"x2.0 PL. 1/4" 3 3 Lados \A1;TJ-01 5 5 5 5 PLANCHAS TERMOACUSTICAS 5 .317 .316 .317 5 0.035 DETALLE PANEL TERMOACUSTICO TCA-PUR 5 5 5 ESCALA : 1/10 Z-10"x3"x2.0 5 5 5 \A1;Huecos de 9/16"d p´ Barra 1/2"d \A1;Barra de 1/2"d c/. Doble Tuerca DETALLE ESCALA : 1/10 3 - \A1;Z-10"x3"x2.0 5 5 5 5 5 1.00 \A1;Huecos de 11/16"d p´ Pernos 5/8"d .50 .50 (Traslape) WT-4x9 (Long.=180) \A1;Z-10"x3"x2.0 TIJERAL 5 3 Lados Tip. \A1;Z-10"x3"x2.0 WT-4x9 (Long.=180) 5 DETALLE ESCALA : 1/10 4 - DETALLE DE TIJERAL PRINCIPAL TJ-01 ESCALA:1/25 NOTAS : 1.- TODOS LO S PERFILES SERAN DE ACERO ESTRUCTURAL ASTM A - 36 (Fy=36,000 Lbs./PULG.2). 2.- TODAS LAS UNIONES Y NUDOS DE AMARRE SERAN SOLDADOS CON SOLDADURA CONTINUA, ELECTRODOS AWS-A5.1 SERIE E-60. 3.- LA CALIDAD Y TRABAJO DE LA SOLDADURA SERA DE ACORDE AL CODIGO DE SOLDADURA AWS DI.0-69 DE LA SOCIEDAD AMERICANA DE SOLDADURA ( AMERICAN WELDING SOCIETY). 4.- LAS SOLDADURAS DE LAS UNIONES DEBERA DESARROLLAR LA CAPACIDAD EN TRACCION DE CADA ELEMENTO CONCURRENTE. 5.- LA ESTRUCTURA SERA PROTEGIDA CON PINTURA EPOXICA QUE CONSTARA DE LO SIGUIENTE: a.- BASE, UNA MANO DE PINTURA ZINCROMATO A BASE DE POLVO DE ZINC DE TRES COMPONENTES (RESINA, POLVO DE ZINC Y DISOLVENTE). b.- ACABADO, DOS MANOS DE PINTURA EPOXICA A BASE DE DOS COMPONENTES DE ACUERDO A INSTRUCCIONES DEL DEL FABRICANTE DE PINTURA. 7.- LAS ESTRUCTURAS SERAN ARENADAS AL GRADO COMERCIAL. 8.- EL ESPESOR DE LA PELICULA SECA = 90 MICRONES. - PERFILES LAMINADOS Y PLANCHAS, ASTM A36 - PERFILES FORMADOS EN FRIO, ASTM A570 - ACERO EN BARRA LISA A36 - ELECTRODOS CELULOSICOS E60, SEGUN AWS A5.1 - ELECTRODOS B. ALEACION E70, SEGUN AWS A5.1 - PERNOS DE ALTA RESISTENCIA ASTM A325 - PERNOS CORRIENTES ASTM A307 - CARGA VIVA DE TECHO (MONTAJE) - VELOCIDAD DE VIENTO -ESTIMADO ESPECIFICACIONES TECNICAS SOLDADURA Y CONECTORES.- ACERO.- CARGAS DE DISEÑO.- Fy = 2,500 Kg/cm² Fy = 2,500 Kg/cm² Fy = 2,500 Kg/cm² Fu = 4,200 Kg/cm² Fu = 4,200 Kg/cm² Fu = 4,200 Kg/cm² Fu = 4,200 Kg/cm² s/c = 30 Kg/m ² V = 70 Km./hora TODAS LAS MEDIDAS SE Solapado insuficiente Garganta socavacion Insuficiente convexidad Excesiva Excesiva La ultima mano de esmalte se dará una vez concluido el montaje de la La soldadura se hará por soldadura manual de arco protegido, los Para la inspección visual de los cordones de soldadura se adoptará el La estructura de acero deberá ser protegida con dos manos de pintura anticorrosiva epóxica, de diferentes colores y dos manos de esmalte estructura en obra. electrodos serán de clase E 70XX. siguiente criterio. epóxico, color gris. Concavo Al efecto de un máximo aprovechamiento de los materiales se aceptara hasta un empalme soldado (con soldadura de penetración completa en barras de mas de 6 (seis) metros de longitud. En barras con largos hasta Se aplicara un arenado comercial a todos los componentes de la 6 metros no se aceptaran empalmes. estructura metálica. exceder 0.1s + 1 mm la convexidad "c" no debe Convexo - Electrodos: SPECIFICATION FOR MILD STEEL ARC-WELDING ELECTRODES, Los materiales a emplear serán: - Acero al carbono: STRUCTURAL STEEL ASTM A-36 - Pernos: ASTM 307 ASTM A233 c) PERFILES NO ACEPTABLES: NOTA: b) PERFILES ACEPTABLES: SOLDADURAS a) PERFILES DESEABLES: FABRICACION EN TALLER PARA ESTRUCTURAS METALICAS EJECUCION Y CONTROLES DE CALIDAD MATERIALES A EMPLEAR s s a a a a a a s a a c s a VERIFICARAN EN OBRA \A1;TJ-01 5 \A1;L-2"x2"X1/8" \A1;L-2"x2"X1/8" 5 5 \A1;L-4"X4"x1/4" \A1;L-4"X4"x1/4" \A1;L-2"x2"X1/8" \A1;L-2"x2"X1/8" NO SE INDIQUE EL TAMAÑO DE LA SOLDADURA, SERAN - TODAS LAS SOLDADURAS RESPECTIVAS EN EL QUE DEL MISMO ESPESOR DE LOS ELEMENTOS QUE UNE. - SE VERIFICARAN MEDIDAS EN EL SITIO - EL CONSTRUCTOR ESTABLECERA UN PROCEDIMIENTO DE MONTAJE TAL QUE NO INDUZCA ESFUERZOS NO PREVISTOS EN EL CALCULO ESTRUCTURAL LIMPIEZA Y ELIMINACION DE OXIDO SUPERFICIAL, CON DOS MANOS DE ESPECIFICACIONES TECNICAS PARA ESTRUCTURA METALICA - LAS PLANCHAS SERAN DE ACERO AL CARBONO CALIDAD A-36 - LOS PERFILES SERAN DE ACERO CALIDAD A-36 , - PARA LA SOLDADURA SE UTILIZARA ELECTRODOS E60XX - TODA LA ESTRUCTURA EN SU CONJUNTO SERA CUBIERTA PREVIA ZINCROMATO, Y DOS MANOS DE ESMALTE fy = 2530 Kg/cm2 fy = 2530 Kg/cm2 \A1;SECCIÓN TJ-01 5 ESCALA : 1/10 \A1;L-2"x2"X1/8" \A1;L-2"x2"X1/8" 5 5 \A1;L-4"X4"x1/4" \A1;L-4"X4"x1/4" \A1;L-2"x2"X1/8" \A1;L-2"x2"X1/8" \A1;1/8" \A1;1/8" \A1;1/8" \A1;1/8" PENDIENTE 10% PENDIENTE 10% \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 \A1;Z-10"x3"x2 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Z-10"x3"x2.0 \A1;PL.3/8" Z-10"x3"x2.0 \A1;PL.3/8" Z-10"x3"x2.0 \A1;PL.3/8" Z-10"x3"x2.0 \A1;PL.3/8" Z-10"x3"x2.0 \A1;PL.3/8" Z-10"x3"x2.0 \A1;PL.3/8" Z-10"x3"x2.0 \A1;PL.3/8" Z-10"x3"x2.0 \A1;PL.3/8" Z-10"x3"x2.0 \A1;PL.3/8" Z-10"x3"x2.0 \A1;PL.3/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-4"x4"x1/4" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" 5 .90 4 DET. 3 DET. 5 DET. 5 Barra 5/8"d L-3"x1/4" PL-1/4" 5 5 Barra 5/8"d L-3"x1/4" PL-1/4" 5 Barra 5/8"d 5 45° TIP. 5 5 5 DETALLE ESCALA : 1/10 5 - Barra 5/8"d 5 1 1 Barra 5/8"d 5 5 Barra 5/8"d 5 1 1 6 DET. Barra 5/8"d 5 45° TIP. 5 Barra 5/8"d L-3"x1/4" PL-1/4" 5 5 Barra 5/8"d 5 5 5 DETALLE ESCALA : 1/10 6 - 1 .8158 1 1.05 8 DET. Barra 5/8"d 5 45° TIP. 5 5 5 DETALLE ESCALA : 1/10 8 - 1 1.05 5 5 5 Barra 5/8"d L-3"x1/4" PL-1/4" 5 7 DET. Barra 5/8"d 5 45° TIP. 5 5 5 DETALLE ESCALA : 1/10 7 - 1 1.05 5 5 5 Barra 5/8"d L-3"x1/4" PL-1/4" 5 Barra 5/8"d 5 5 5 5 1 1.05 5 Barra 5/8"d L-3"x1/4" PL-1/4" 9 DET. Barra 5/8"d 5 45° TIP. 5 5 5 DETALLE ESCALA : 1/10 9 - 1 1.05 5 5 5 Barra 5/8"d L-3"x1/4" PL-1/4" 5 10 DET. 45° TIP. 5 DETALLE ESCALA : 1/10 10 - Barra 5/8"d 5 5 Barra 5/8"d 5 5 5 1 1.01 1 1.05 5 Barra 5/8"d L-3"x1/4" PL-1/4" 11 DET. 5 Barra 5/8"d L-3"x1/4" PL-1/4" 5 5 Barra 5/8"d L-3"x1/4" PL-1/4" 45° TIP. 5 5 DETALLE ESCALA : 1/10 11 - Barra 5/8"d 5 1 .82 5 5 5 12 DET. 5 Barra 5/8"d L-3"x1/4" PL-1/4" 5 5 Barra 5/8"d L-3"x1/4" PL-1/4" Barra 5/8"d 5 45° TIP. 5 5 5 1 0.76 5 5 DETALLE ESCALA : 1/10 12 - Barra 5/8"d 5 5 5 5 1 0.76 13 DET. 5 Barra 5/8"d L-3"x1/4" PL-1/4" 5 Barra 5/8"d 5 45° TIP. 5 5 5 1 0.82 5 5 DETALLE ESCALA : 1/10 13 - COBERTURA METAL. DE POLIDEPORTIVO PLANCHA DE:19" x 19" x 3/8" PR 5/8" PR 5/8" COLUMNA \LAPOYO MOVIL DETALLE ESCALA : 1/5 1 - 5 5 5 5 5 5 .41 .41 Z-10"x3"x2.0 \A1;PL.3/8" Z-10"x3"x2.0 \A1;PL.3/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" 5 5 5 5 5 PLANCHAS TERMOACUSTICAS PL 12" x 4" x 1/4" PL 8" x 4" x 1/4" Z-10"x3"x2.0 Z-10"x3"x2.0 5 5 5 \A1;L-4" x 4"x1/4" \A1;L-4" x 4"x1/4" 5 5 5 5 5 5 PENDIENTE 10% 5 5 5 5 5 5 5 5 5 5 5 5 .41 5 5 Z-10"x3"x2.0 \A1;PL.3/8" Z-10"x3"x2.0 \A1;PL.3/8" Z-10"x3"x2.0 \A1;PL.3/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-4"x4"x1/4" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-2"x2"x1/8" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" \A1;L-4"x4"x1/4" .90 5 .41 .41 .41 .41 .41 .41 5 5 5 PL 8" x 4" x 1/4" PL 12" x 4" x 1/4" \LAPOYO FIJO COLUMNA 300mm PR 5/8" PR 5/8" PLANCHA DE:19" x 19" x 3/8" 5 5 5 DETALLE ESCALA : 1/5 2 - PENDIENTE 10% 1/8" E70 5 5

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, barn, court, cover, dach, DETAIL, DWG, hangar, inclined, lagerschuppen, light, metal, PLANES, roof, shed, sports, steel, structural, structure, terrasse, tijerales, toit, truss, width