Structural Steel Roof Truss DWG Detail for AutoCAD

Structural Steel Roof Truss DWG Detail for AutoCAD

Construction detail of TIEJRAL IN COVERAGE

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

cooked clay, unit of, esc:, typical lightened detail, temperature steel, ring reinforcement, esc, arch lift, cut, plant detail joist, esc, esc, plant detail joist, slopes of the hill, board of, board of, board of, board of, vch, typical bow, to”, j, esc, esc, rest in, rest in, section, all, rest in, rest in, rest in, axle beam detail, esc, esc, rest in, section, section, rest in, vch, section, rest in, vch, for welding, leave wicks, all, columneta, leave in each, beam projection, vch, vch, esc, beam detail, section, Empty for staircase, empty, Empty for staircase, expansion joint, skylight, they pass beams, esc, first floor, lightened metal structure, lightened, second floor, esc, tension rod, support rod, tensioning rod, diagonal, joist, column, card, joist, pl., galv., card, angular foil of, diagonal, tensioning rod, column, esc, fixed support plate, esc, mobile support plate, card, cut, esc, sup fixed, inf. welded column, nut washer bolts, esc, support detail, bolts, angular foil of, card, galv., pl., load, the cover will be formed by calamine fixed by galvanized hooks., the design overload is of, the steel structure will be protected with anticorrosive paint consisting of the following layers:, primer. corrosion inhibitor. finish., coverage, Technical specifications, metallic structure, welding, the contractor of the steel structure must submit to the planner the plans of armed fabrication is shown in detail the unions the electrodes used will be aws so series, the welding of the joints must develop the tensile capacity of each structural element, profiles astm f’y corrugated steel astm, metallic structure, the structural steel used in the fabrication of the metal structure will be of, esc, arch meeting joist, corrugated, typical welding section, support rod, tension rod, see typical support detail, elevation, arc plant, esc, corrugated, corrugated, corrugated, corrugated, corrugated, corrugated, corrugated, mobile, fixed, ldg, no reinforcement will be spliced ​​in areas of high concentration of bending stress, reinforcing steel, ldg, detail of elevation metal structure, esc, bend detail, for, esc., of stirrups, for, in columns beams, slab, beams, lightened slab:, stairs, overloads, coatings:, Technical specifications, reinforced concrete:, splices, esc, vch, rest in, double girder, section, imvert beam, beam detail, esc, reviewed, metal structures lightened, high district province jorge department tacna, ex provincial jorge basadre grohmann, flat, Elaborated, owner, draft, cad drawing, scale, Elysium, indicated, may, building construction of multipurpose recreational coliseum, esc, detail of beams, building construction of multipurpose recreational coliseum, may, indicated, Elysium, scale, cad drawing, draft, owner, Elaborated, flat, ex provincial jorge basadre grohmann, high district province jorge department tacna, details of structures, reviewed, escv

Raw text data extracted from CAD file:

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1 5 .352 5 5 .352 5 5 5 CORTE A-A 5 5 .352 5 Ø 12 mm < 1 1/2" x 1 1/2" x 3/16" .352 5 A A < 1 1/2" x 1 1/2" x 3/16" 5 Ø1/2" 5 < 1 1/2" x 1 1/2" x 3/16" Ø 1/2" 5 PLANTA DETALLE VIGUETA V-1 1 Ø 1/2" Ø 1/2" 2 Ø 1/2" 5 5 5 ESC 1/20 5 5 5 5 Ø 3/8" 2 Ø 1/2" ESC 1/20 5 5 PLANTA DETALLE VIGUETA V-1 Ø 1/2" Ø 3/8" Ø 1/2" LADERAS DEL CERRO 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 Junta de 1" Junta de 1" Junta de 1" 5 5 5 5 5 Junta de 1" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Junta de 1" Junta de 1" 5 5 5 5 5 5 \A1;0.11 5 5 5 5 5 5 5 5 5 5 5 Junta de 1" Junta de 1" 5 5 5 5 5 5 5 5 1 Ø 1/2" 1 Ø 1/2" 5 5 1 Ø 1/2" 1 Ø 1/2" 5 1 Ø 1/2" 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 1/2" 5 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 1/2" 5 1 Ø 1/2" VP-102 VP-102 VP-102 VP-102 VP-102 VP-102 VP-102 VP-102 VP-102 VP-102 VP-102 VP-102 VP-102 VA-1 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 5 5 5 5 5 5 5 5 VP-102 VP-102 VP-102 VP-102 VP-102 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 VA VA VA VA VA VA VA VA VA VA VA VA VP-102 VA VA VA VA VA 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" VP-102 VP-102 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 1 Ø 1/2" 5 VP-101 VP-101 VP-101 VP-102 VP-102 VP-103 VC VP-104 VCH VCH VCH VP-102 VA VA VA VA VA VA VA VP-103 VP-103 VP-103 VP-103 VP-103 VP-103 VP-102 VP-102 V-CH VA VA VA VA VA VA VA VA VA VA VA VA VA VA 5 5 ARCO TIPICO ARCO TIPICO ARCO TIPICO ARCO TIPICO ARCO TIPICO ARCO TIPICO ARCO TIPICO ARCO TIPICO V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 VP-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 5 15 16 14 14' 5 5 5 A'' 5 4 5 5 5 5 5 5 5 8 9 10 11 12 13 14 5 5 5 4 9 17 5 5 5 2 5 5 5 5 5 5 A' 7.00 B´ 17 15 14' 5 5 5 5 5 5 5 5 5 5 K J I H G F E D C 7 5 5 5 5 5 5 5 4 7 8 9 10 11 12 13 5 5 5 5 5 6 2 1 5 5 5 15' 16 5 B A 5 5 1 2 6' 5 5 5 3 L 5 5 5 L 5 G F 5 A C' 5 B´ C' 5 5 K' J' 5 J'' I' 5 5 5 5 5 14' 15 17 7.00 5 5 5 5 5 5 5 3Ø 3/4" 1Ø 5/8" 1Ø 5/8" 3Ø 3/4" 2 Ø 5/8" 2 Ø 5/8" 1 Ø 1/2" 3Ø 5/8" 5 a a b b ESC 1/25 VP- 101,201 (0.25x0.60) VP- 102 (0.25x0.40) ESC 1/25 Resto @. 0.20 EN C/EXT. 5 @. 0.10 2 @. 0.05 Resto @. 0.20 EN C/EXT. 10 @. 0.10 2 @. 0.05 Ø 3/8" : 3 @. 0.15 Ø 3/8" : 2 Ø 5/8" 5 5 3 Ø 3/4" 1 Ø 5/8" 3 Ø 3/4" 5 5 3 Ø 3/4" 5 5 3 Ø 3/4" 5 5 2Ø5/8" 5 3 Ø 5/8" 1 Ø 1/2" SECCION b-b SECCION a-a SECCION c-c 5 6Ø1/2" 5 5 VP-103 VP-104 5 5 5 6Ø5/8" VA 5 5 6Ø1/2" 5 5 5Ø1/2" 5 5 VA-1 Vb Ø 1/4" : Todo @. 0.20 5 5 Ø 3/8" : 1 @. 0.05 6 @. 0.10 Resto @. 0.20 EN C/EXT. 2 @. 0.15 Resto @. 0.20 EN C/EXT. 1 @. 0.10 1 @. 0.05 Ø 3/8" : Ø 1/4" : 2 @. 0.05 3 @. 0.10 3 @. 0.15 Resto @. 0.20 EN C/EXT. Resto @. 0.20 EN C/EXT. 3 @. 0.15 3 @. 0.10 2 @. 0.05 Ø 1/4" : 5 16 5 DETALLE DE VIGA EJE G-G , F-F ESC 1/25 Ø 3/8" : 1 @. 0.05 6 @ 0.10 VP- 104 (0.25x0.50) ESC 1/25 Resto @. 0.20 EN C/EXT. 3 @ 0.15 5 5 5 5 5 5 5 5 3 Ø 5/8" 3 Ø 5/8" 1 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" SECCION a-a 3 Ø 5/8" 5 5 3 Ø 5/8" 5 2 Ø 1/2" 1 Ø 1/2" 2 Ø 1/2" 5 3 Ø 5/8" 5 5 3 Ø 5/8" SECCION b-b b b a a 2 2 5 5 5 5 1 4 4 5 5 5 5 5 5 5 5 5 5 5 3 Ø 5/8" 1 Ø 1/2" 2 Ø 5/8" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 3 Ø 1/2" 2 Ø 1/2" 5 5 5 Resto @. 0.20 EN C/EXT. 3 @. 0.15 3 @. 0.10 2 @. 0.05 Ø 1/4" : 5 5Ø1/2" 5 5 VCH SECCION a-a SECCION b-b Ø 3/8" : 1 @. 0.05 5 @. 0.10 Resto @. 0.20 EN C/EXT. 2Ø1/2" 5 5 5 VP-102 VP- 102 (0.25x0.40) VP- 102 (0.25x0.40) VCH (0.25x0.20) VCH (0.25x0.20) MURETE(PARAPETO) Ø1/2@0.25 Ø1/8@0.30 5 5 5 5 PARA SOLDADURA Ø 1/2 DEJAR MECHAS 5 5 5 5 5 Todo @. 0.15 Ø 1/4" : X-X X X COLUMNETA DEJAR EN CADA PROYECCION DE VIGA 5 3 @. 0.15 VA VA VA VA VA VA VA VA VA VA VA VA-1 VA-1 VA-1 VP-102 VP-102 VA VA VA VA VA VA VA VCH VCH VCH VCH VCH VCH VCH VCH VCH VCH VCH VCH VCH VCH VCH VCH Vb Vb VP-102 VP-102 VP-102 VP-102 VP-102 Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb VCH Vb 1 2 5 5 5 5 5 5 5 3Ø 5/8" 3 Ø 5/8" 2 Ø 1/2" ESC 1/25 DETALLE DE VIGA VP-1 SECCION 1-1 1 1 6 Ø 5/8" VP-1 2 Ø 1/2" 5 5 5 VP-1 VP-1 VP-1 VP-1 VP-1 VP-1 VP-1 VP-1 VP-1 VP-1 VP-1 VP-1 VP-1 VA V-CH V-CH VA-1 VP-102 VP-104 VP-104 VACIO PARA ESCALERA VA 1 Ø 1/2" 1 Ø 1/2" VACIO 1 Ø 1/2 " A 0.25 5 5 5 5 5 5 5 1 Ø 1/2" 1 Ø 3/8" 1 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 5 5 5 5 5 1 Ø 3/8" 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2 " A 0.25 VA 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 5 5 5 5 5 1 Ø 1/2" VACIO PARA ESCALERA VA Junta de Dilatacion de 1" 5 5 1 Ø 1/2" 1 Ø 1/2" Vb 2 Ø 1/2" 3 Ø 1/2" 2Ø1/2" Vb VA VA VA VA b b a a 4Ø5/8" 1 Ø 1/2" claraboya 5 C' A 5 B´ A' 5 5 5 15 17 7.00 VA VA VA VA VP-201 VP-201 VP-201 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" PASAN VIGUETAS 5 5 5 5 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 3/8" ESC 1/100 PRIMER PISO ALIGERADO - ESTRUCTURA METALICA ALIGERADO SEGUNDO PISO ESC 1/100 VARILLA TENSORA DE Ø 3/4" VARILLA DE SOPORTE DE Ø 1/2" VARILLA DE SOPORTE DE Ø 1/2" < 1 1/2" x 1 1/2" x 3/16" VARILLA TENSORA Ø 3/4" DIAGONAL Ø1/2" < 1 1/2" x 1 1/2" x 3/16" VIGUETA V-1 B COLUMNA 5 CARTELA VIGUETA V-1 5 CANALETA DEL PL. GALV. 1/8" CARTELA 1" x 1" x 3/16" 2 Fo angular de < 1 1/2" x 1 1/2" x 3/16" DIAGONAL Ø 1/2" VARILLA TENSORA Ø 3/4" < 1 1/2" x 1 1/2" x 3/16" COLUMNA B 5 5 5 ESC 1/20 B 5 5 PLANCHA DE APOYO FIJO ESC 1/20 PLANCHA DE APOYO MOVIL 5 CARTELA CORTE B-B 5 5 ESC 1/20 5 5 5 Pl 0.25 x 0.35 x 3/16" sup. fija c/pernos 5/8" Pl 0.50 x 0.30 x 3/16" inf. soldada a columna 04 Pernos Ø 5/8" + arandela + tuerca ESC : 1/10 DETALLE DE APOYO 29.60 5 5 PERNOS DE 5/8" PERNOS DE 5/8" 5 2 Fo angular de 1" x 1" x 3/16" CARTELA GALV. 1/8" CANALETA DEL PL. B \L4.-SOBRE CARGA LA COBERTURA SERA CONFORMADA POR PLANCHAS, DE CALAMINA GALVANIZADA, FIJADAS POR GANCHOS GALVANIZADOS. LA SOBRECARGA DE DISEÑO ES DE 30 Kg./cm2 LA ESTRUCTURA DE ACERO SE PROTEGERA CON PINTURA ANTICORROSIVA QUE CONSTARA DE LAS SIGUIENTES CAPAS: - IMPRIMANTE. - ANTICORROSIVO. - ACABADO. \L5.-PROTECCION \L3.- COBERTURA ESPECIFICACIONES TECNICAS \L1.- ESTRUCTURA METALICA \L2.- SOLDADURA EL CONTRATISTA DE LA ESTRUCTURA DE ACERO DEBE SOMETER AL PROYECTISTA LOS PLANOS DE FABRICACION ARMADA SE MUESTRA EN DETALLE LAS UNIONES SOLDADAS, LOS ELECTRODOS A UTILIZAR SERAN AWS ASI Serie E-70 LA SOLDADURA DE LAS UNIONES DEBERA DESARROLLAR LA CAPACIDAD EN TRACCION DE CADA ELEMENTO ESTRUCTURAL - PERFILES , ASTM A=36 F'y = 2500 Kg./cm2 - ACERO CORRUGADO : ASTM A= 60 F'y=4200 Kg/cm2 ESTRUCTURA METALICA EL ACERO ESTRUCTURAL A UTILIZAR EN LA FABRICACION DE LA ESTRUCTURA METALICA SERA DE : ESC 1/5 ENCUENTRO DE ARCO Y VIGUETA 3/16 " 2Ø1/2" 3/16 " < 1 1/2" x 1 1/2" x 3/16" Fº CORRUGADO Ø 1/2 " < 1 1/2" x 1 1/2" x 3/16" SECCION TIPICA Y SOLDADURA VARILLA DE SOPORTE DE Ø 1/2" VARILLA TENSORA DE Ø 3/4" VER DETALLE DE APOYO TIPICO VER DETALLE DE APOYO TIPICO 5 5 5 < 1 1/2" x 1 1/2" x 3/16" < 1 1/2" x 1 1/2" x 3/16" ELEVACION PLANTA DE ARCO T - 1 ESC 1/20 Fº CORRUGADO Ø 3/8 " Fº CORRUGADO Ø 1/2 " Fº CORRUGADO Ø 1/2 " Fº CORRUGADO Ø 1/2 " Fº CORRUGADO Ø 3/8" Fº CORRUGADO Ø 1/2 " Fº CORRUGADO MOVIL FIJO 5 5 5 5 6.00 Ldg Lg L No se empalmara refuerzo en zonas de alta concentracion de esfuerzos por flexión 35 5/8" ACERO DE REFUERZO Ldg Ø 25 1/2" 3/8" 20 (cms) 25 Lg 20 15 (cms) DETALLE DE ELEVACION - ESTRUCTURA METALICA ESC 1/100 DETALLE DE DOBLADO PARA Ø 3/8 " (min. 0.10) .15 ESC. 1/10 DE ESTRIBOS .10 PARA Ø 1/4 " (min. 0.08) f'c=210 kg/cm2 ( en columnas vigas y losa) LOSA ALIGERADA=2.5cm VIGAS PERALTADAS= 4.00cm LOSA ALIGERADA: 200 Kg/m2 ESCALERAS : 500 Kg/m2 SOBRECARGAS RECUBRIMIENTOS: ESPECIFICACIONES TECNICAS fy=4200 kg/cm2 CONCRETO ARMADO: 0.40m 0.60m 0.50m L 3/8" 5/8" 1/2" Ø EMPALMES ESC 1/20 ESC 1/20 ESC 1/20 ESC 1/20 ESC 1/20 ESC 1/20 ESC 1/20 ESC 1/20 VCH 5 5 5Ø1/2" 5 Ø 1/4" : 2 @. 0.05 3 @. 0.10 3 @. 0.15 Resto @. 0.20 EN C/EXT. VP-104 DOBLE VIGA DOBLE VIGA DOBLE VIGA SECCION A-A 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 5 1 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 1 Ø 1/2" 5 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 1 Ø 1/2" 5 VIGA IMVERTIDA 0.25x0.40 2Ø3/8"@0.20 DETALLE DE VIGA VP-101,201 ESC 1/25 REVISADO : ESTRUCTURAS METALICAS - ALIGERADO ALTO LOCUMBA, DISTRITO LOCUMBA, PROVINCIA JORGE BASADRE, DEPARTAMENTO TACNA \fSwis721 Ex BT|b0|i0|c0|p34; \fArial Black|b0|i0|c0|p34;MUNICIPALIDAD PROVINCIAL JORGE BASADRE GROHMANN PLANO : ELABORADO : PROPIETARIO : PROYECTO : DIBUJO CAD : ESCALA : ELISEO INDICADA MAYO - 2005 07 Nº ACONDICIONAMIENTO Y CONSTRUCCION DE COLISEO RECREATIVO MULTIUSO ESC 1/25 DETALLE DE VIGAS ACONDICIONAMIENTO Y CONSTRUCCION DE COLISEO RECREATIVO MULTIUSO Nº 08 MAYO - 2005 INDICADA ELISEO ESCALA : DIBUJO CAD : PROYECTO : PROPIETARIO : ELABORADO : PLANO : \fSwis721 Ex BT|b0|i0|c0|p34; \fArial Black|b0|i0|c0|p34;MUNICIPALIDAD PROVINCIAL JORGE BASADRE GROHMANN ALTO LOCUMBA, DISTRITO LOCUMBA, PROVINCIA JORGE BASADRE, DEPARTAMENTO TACNA DETALLES DE ESTRUCTURAS REVISADO : \A1;IMPRIMIR E \A1;A1 ESCV \A1;\S1/1;

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, construction, cover, coverage, dach, DETAIL, DWG, hangar, lagerschuppen, metal, roof, shed, steel, structural, structure, terrasse, toit, truss