Structures DWG Detail for AutoCAD

Structures DWG Detail for AutoCAD

PLANT; CUTS AND DETAILS OF INDUSTRIAL STRUCTURE

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

date, revised, drawing, design, review, internal drawing no, job no, scale, client, title, draft, date, review, structural engineering, allende north coah., drawing plant not, review, partial isometry, pipe mm, location plant, acot. mm, wall shaft, deploying, project north, ship, existing, gaskets, contraction, of floors in production, see detail, welded Mesh, compacted base, armed detail, thickness of floor in production, esc. acot. mm, npt, compacted base, detail of gasket, contraction in floors, esc. acot. mm, saw cut, mechanics, npt, fill with sealant, elastic, Exterior, inside, motherboard, with, ags., esc. acot. mm, motherboard, for columns, detail, issued for approval, not used for construction purposes, detail, detail of gasket, insulation in columns, particle board, asphalted, rods, reinforcement, esc .:, npt, surface preparation, of the floor to receive the seal, ascertain that the concrete surface, has more than four weeks of setting a, week in case of using accelerator, is perfectly free of, paint in poor condition any material, strange. for this, any, mechanical chemical method of surface preparation, elastomeric seal, mm, welded Mesh, grounting of, elastomeric seal, mm, particle board, asphalted, welded Mesh, particle board, asphalted, elastomeric seal, mm, steel smooth, mm round, mm of separation, cold joint detail, in floor in production, esc. acot. mm, detail of gasket, contraction in floors, esc. acot. mm, npt, welded Mesh, vapor barrier, compacted base, embankment

Raw text data extracted from CAD file:

FECHA REVISO DIBUJO DISEÑO REVISION DIBUJO INTERNO No JOB No ESCALA CLIENTE TITULO PROYECTO DATE BY No REVISION Construccion e Ingenieria Estructural Allende norte 224-204, Saltillo, Coah. (844)412 6445 escamillaconstructores@hotmail.com DIBUJO PLANTA No REVISION 11 12 13 14 15 A B C D E F G \A1;14000 \A1;14000 \A1;14000 \A1;14000 \A1;14000 \A1;14000 \A1;84000 \A1;14000 \A1;14000 \A1;14000 \A1;14000 \A1;56000 ISOMETRIA PARCIAL K1 K1 K1 K1 K1 TUBO d8"x6.35 mm K3g PLANTA DE LOCALIZACION ESC.1:250 ACOT. mm K1 K1 A' G' A1 EJE DE MURO DEAMPLIACION PROJECT NORTH NAVE EXISTENTE 1 S2 2 S2 K3 \A1;6878 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 K1 K1 K1 K2 K2 K1 K1 K2 K1 K1 K1 K3 K3 K3 K3 K3 K3f K3e K3d K3c K3b K3a JUNTAS DE CONTRACCION \A1;4660 \A1;4680 \A1;4660 \A1;4660 \A1;4680 \A1;4660 DE PISOS EN PRODUCCION VER DETALLE \A1;150 MALLA ELECTROSOLDADA 66-66 \A1;100 BASE COMPACTADA Detalle de Armado y Espesor de Piso en Producción ESC. 1:12.5 ACOT. mm NPT 0.00 \A1;150 \A1;100 BASE COMPACTADA Detalle de Junta de Contracción en Pisos ESC. 1:12.5 ACOT. mm CORTE 6x40 CON SIERRA MECANICA NPT 0.00 RELLENAR CON SELLADOR ELASTICO \A1;380 \A1;200 \A1;380 \A1;150 EXTERIOR INTERIOR PLACA BASE 19x380x380 CON 4 AGS. P/ANCLA 1" ESC. 1:12.5 ACOT. mm PLACA BASE PARA COLUMNAS K3 DETAIL 2 S2 3 S2 K3g K3f K3e K3d K3c K3b K3a \A1;7000 \A1;7000 \A1;7955 \A1;6045 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7955 \A1;6045 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;151 \A1;107 \A1;229 ISSUED FOR APPROVAL NOT TO BE USED FOR CONSTRUCTION PURPOSES DETAIL 1 S2 \A1;150 \A1;800x800 Detalle de Junta de Aislamiento en Columnas Junta de aglomerado asfaltado de 12.7mm 2 VARILLAS DE REFUERZO d 12.7 \A1;R100 \A1;111 ESC.: 1:25 \A1;400 NPT 0.00 \A1;13878 \A1;6878 \A1;13878 PREPARACION DE LA SUPERFICIE DEL PISO PARA RECIBIR EL SELLO ASERGURARSE DE QUE LA SUPERFICIE DE CONCRETO TENGA MAS DE CUATRO SEMANAS DE FRAGUADO o UNA SEMANA EN CASO DE USAR ACELERANTE DE FRAGUADO, Y SE ENCUENTRE PERFECTAMENTE SECA, LIBRE DE GRASA, ACEITES, PINTURA EN MAL ESTADO Y CUALQUIER MATERIAL EXTRAÑO. PARA TAL EFECTO, PODRA EMPLEARSE CUALQUIER METODO QUIMICO O MECANICO DE PREPARACION DE SUPERFICIES K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 \A1;800 Sello elastomerico de 12.7mm X 36 mm MALLA ELECTROSOLDADA 66-66 GROUNTING DE 50mm Sello elastomerico de 12.7mm X 36 mm Junta de aglomerado asfaltado de 12.7mm MALLA ELECTROSOLDADA 66-66 Junta de aglomerado asfaltado de 12.7mm Sello elastomerico de 12.7mm X 36 mm Pasajutas acero liso Redondo de 19 mm @ 600 mm de separación Detalle de Junta Fria En Piso en Producción ESC. 1:12.5 ACOT. mm \A1;150 \A1;100 \A1;150 \A1;100 Detalle de Junta de Contracción en Pisos ESC. 1:12.5 ACOT. mm NPT 0.00 MALLA ELECTROSOLDADA 66-66 \A1;200 BARRERA DE VAPOR BASE COMPACTADA TERRAPLEN

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, constructive metal structure metal details, cuts, DETAIL, details, DWG, industrial, plant, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure, structure en acier, structures