Structure Shed DWG Detail for AutoCAD

Structural Detail Engineering with Structural Steel Shed and Concrete Foundations – Details – specifications – axonometric

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

rif., AC., content:, flat:, polar companies, Bolivarian Republic of Venezuela, client:, surveyor:, date:, rev:, approved:, area:, scale, Location:, location of file:, foods, ing. henry perez, av. Sunday would look with ernesto branger. z.i south. Valencia. edo. carabobo, April, ing. Healthy angelo, sections, transverse, digitalisation, Fernando shot., ing. henry perez, polar, topography, plant cereals., scale, digitization:, I raise:, date september, project code, draft:, materials to use, reinforcing steel, electrodes, concrete in all elements, structural grade steel, envigado plant, portico, porticos, detail of losacero, scale, envigado plant, porches, card details, scale, portico, estr., reinforcement, rafter beam, mesh, concrete slab, formwork, galvanized sheet, upn, perimetral formwork, cutting connector, eco profile beam, griddle, holes, mesh, concrete slab, formwork, galvanized sheet, upn, perimetral formwork, scale, n., slab on collaborative formwork, bolts, griddle, holes, floor base, its T., its T., pedestal, holes, threaded point, eco straps, eco beams, eco straps, eco beams, eco straps, eco beams, eco straps, eco beams, eco straps, eco beams, echo, eco beams, echo, eco beams, echo, eco straps, eco beams, holes, threaded point, eco card, card, minced stone, ground, scale, foundation plant, foundation details, materials to use, reinforcing steel, electrodes, digitization:, I raise:, date september, project code, draft:, detail of truss beams, scale:, Foundation, scale:, structural grade steel, iron detail, perspective, scale:, detail of typical welds, splicing of columns, beams straps, Union, concrete in all elements, unions, coatings

Raw text data extracted from CAD file:

RIF.: J-29646668 - 8 C.A. CONTENIDO: N° PLANO: EMPRESAS POLAR REPÚBLICA BOLIVARIANA DE VENEZUELA CLIENTE: TOPOGRAFO: FECHA: FECHA: REV: APROBADO: AREA: ESCALA (S): UBICACION: UBICACION DE ARCHIVO: 1:100 02 ALIMENTOS POLAR, ING. HENRY PÉREZ AV. DOMINGO OLAVARRIA CON ERNESTO BRANGER. Z.I SUR. VALENCIA. EDO. CARABOBO ABRIL 2009 ING. ANGELO SANO SECCIONES TRANSVERSALES DIGITALIZACION FERNANDO TIRADO. ING. HENRY PEREZ PP_TOP_002_01 \fArial|b1|i0|c0|p34;Alimentos Polar TOPOGRAFIA PLANTA CEREALES. 3000 m2 4 A 3 B 4 3 2 1 A 2 B 1 ESCALA (S): 1:50 DIGITALIZACION: LEVANTO: FECHA: SEPTIEMBRE 2009 CODIGO DEL PROYECTO PROYECTO: MATERIALES A UTILIZAR ACERO DE REFUERZO A-42 fy=4200 Kgf/cm2 ELECTRODOS E-7018 CONCRETO EN TODOS LOS ELEMENTOS f'c= 250 KG/cm2 ACERO DE ESTRUCTURAL A-500 GRADO C fy=3.515 Kgf/cm2 PLANTA DE ENVIGADO PORTICO A PORTICOS 1 A 6 DETALLE DE LOSACERO ESCALA 1:20 PLANTA DE ENVIGADO PÓRTICOS DETALLES DE CARTELAS ESCALA 1:20 PORTICO B 4,2 4,2 4,2 4,2 4,2 8 0,05 0,3 0,3 0,1 0,05 0,2 0,2 0,05 0,19 0,4 0,4 0,3 0,3 0,4 0,3 0,1 0,75 1,5 1,5 0,45 0,45 0,3 0,3 1,5 1,5 0,3 0,12 1,5 0,3 0,7 0,12 1 0,45 0,4 0,3 1,12 0,3 0,45 0,45 0,4 0,4 0,05 0,05 0,35 0,35 0,1 4,2 4,2 4,2 4,2 4,2 8 0,71 0,6 1,15 1,09 0,71 0,71 4,2 4,2 4,2 4,2 4,2 0,71 0,71 4,2 4,2 4,2 4,2 4,2 4,5 6 4,5 6 1 7,92 1,98 1,98 1,98 1,98 1 8 0,6 0,6 0,6 0,6 0,4 0,4 0,05 0,15 0,15 0,05 0,05 0,15 0,15 0,05 2 2 2 0,3 1,89 0,66 2 0,3 0,45 0,45 0,45 0,45 1,5 1,5 0,3 0,45 0,45 1,5 1,5 0,3 0,3 0,45 0,45 1,5 1,5 0,3 0,45 0,45 1,5 1,5 0,3 0,3 0,45 0,45 1,5 1,5 0,3 0,45 0,45 1,5 1,5 0,3 0,3 0,45 0,45 1,5 1,5 0,3 0,45 0,45 1,5 1,5 0,3 0,3 0,45 0,45 1,5 1,5 0,45 0,45 1,5 1,5 0,3 11,5 24,511 7,7 3,9 23,45 10,45 21 10,36 22,42 1 2 3 4 5 6 B A 5 5 5 5 5 5 5 5 5 5 5 6 d 1/2" Estr. d 3/8" @15 L=1.00m Refuerzo d=3/8" (N°3) Refuerzo d=1/2" (N°4) Refuerzo d=5/8" (N°5) Refuerzo d=3/4" (N°6) Refuerzo d=7/8" (N°7) Refuerzo d=1" (N°8) Refuerzo d=1 3/8" (N°11) 5 5 5 VIGA DE RIOSTRA MALLA 100x100x4 MALLA 100 x 100 x 4 LOSA CONCRETO e= 8cm ENCOFRADO COLABORANTE CALIBRE 20 LAMINA GALVANIZADA UPN 80 ENCOFRADO PERIMETRAL 5 CONECTOR DE CORTE d=3/4" @ 50cm VIGA PERFIL ECO Plancha 400x400x22mm 5 5 5 Orificios 1"+3/16" 5 5 5 5 MALLA 100 x 100 x 4 LOSA CONCRETO e= 8cm ENCOFRADO COLABORANTE CALIBRE 20 LAMINA GALVANIZADA UPN 80 ENCOFRADO PERIMETRAL ESCALA 1:20 ESCALA 1:20 5 Plancha de apoyo y pernos LOSA SOBRE ENCOFRADO COLABORANTE PERNOS d = 1" PLANCHA 400x400x22mm F-1 F-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PL 400x400x12 ORIFICIOS d=5/8"+3/16" 5 Base de Pavimento e=12cm 5 5 8 d=5/8" L=1.42m 8 d=5/8" L=1.3m 6 EST. d=3/8 @15cm 12 d=3/8" L=1.80m (AMBOS SENTIDOS) 1.40 0.20 0.20 5 5 5 5 5 5 5 5 5 5 5 EST. d=3/8 @15cm PEDESTAL PL 400x400x12 ORIFICIOS d=5/8"+3/16" L=1.6m PUNTA ROSCADA 1 2 3 4 5 6 B A 5 5 5 5 5 5 5 5 5 5 CORREAS ECO 160x65 CORREAS ECO 160x65 CORREAS ECO 160x65 CORREAS ECO 160x65 CORREAS ECO 160x65 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 CORREAS ECO 160x65 CORREAS ECO 160x65 CORREAS ECO 160x65 CORREAS ECO 160x65 CORREAS ECO 160x65 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 CORREAS ECO 160x65 CORREAS ECO 160x65 CORREAS ECO 160x65 CORREAS ECO 160x65 CORREAS ECO 160x65 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 CORREAS ECO 160x65 CORREAS ECO 160x65 CORREAS ECO 160x65 CORREAS ECO 160x65 CORREAS ECO 160x65 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 CORREAS ECO 160x65 CORREAS ECO 160x65 CORREAS ECO 160x65 CORREAS ECO 160x65 CORREAS ECO 160x65 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 ECO 220x220x9 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 ECO 220x220x9 ECO 220x220x9 ECO 220x220x9 ECO 220x220x9 ECO 220x220x9 ECO 220x220x9 ECO 220x220x9 ECO 220x220x9 ECO 220x220x9 ECO 220x220x9 ECO 220x220x9 1 2 3 4 5 6 5 5 5 5 5 5 5 1 2 3 4 5 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B 5 5 5 5 VIGAS ECO 300x100x7 ECO 220x220x9 ECO 220x220x9 CORREAS ECO 160x65 VIGAS ECO 300x100x7 VIGAS ECO 300x100x7 PL 400x400x12 ORIFICIOS d=5/8"+3/16" 5 5 5 5 5 5 5 5 5 5 PUNTA ROSCADA 45° 45° 45° 9mm 45° 7mm 45° 6.5mm 5 5 CARTELA (1) CON ECO 300x100x7 CARTELA (2) CON ECO 300x100x7 45° 6.5mm 45° 6.5mm 5 5 5 5 5 5 CARTELA (1) CARTELA (2) 5 5 F-1 F-1 5 5 5 5 5 5 5 5 5 5 5 F-1 F-1 5 5 5 5 5 5 5 5 5 5 5 F-1 F-1 5 5 5 5 5 5 5 5 5 5 5 F-1 F-1 5 5 5 5 5 5 5 5 5 5 5 F-1 F-1 5 5 5 5 5 5 5 5 5 8 d=5/8" PIEDRA PICADA esp=10cm 5 5 TERRENO 5 5 5 5 5 5 5 4 A 3 B 4 3 2 A 2 B 1 ESCALA (S): 1:50 PLANTA DE FUNDACIONES DETALLES DE FUNDACIONES MATERIALES A UTILIZAR ACERO DE REFUERZO A-42 fy=4200 Kgf/cm2 ELECTRODOS E-7018 DIGITALIZACION: LEVANTO: FECHA: SEPTIEMBRE 2009 CODIGO DEL PROYECTO PROYECTO: DETALLE DE VIGAS DE RIOSTRA ESCALA: 1:10 FUNDACIÓN F-1 ESCALA: 1:10 ACERO DE ESTRUCTURAL A-500 GRADO C fy=3.515 Kgf/cm2 DETALLE DE PLANCHA PERSPECTIVA 3D ESCALA: 1:10 DETALLE DE SOLDADURAS TÍPICAS EMPALMES DE COLUMNAS VIGAS Y CORREAS UNIÓN COLUMNA-PLANCHA CONCRETO EN TODOS LOS ELEMENTOS f'c= 250 KG/cm2 UNIONES VIGA-COLUMNA UNIONES CORREA-VIGA RECUBRIMIENTOS e=5cm

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, concrete, DETAIL, details, DWG, engineering, foundations, shed, specifications, stahlrahmen, stahlträger, steel, steel beam, steel frame, structural, structure, structure en acier