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, joist, esc. acot. mm, diagonals, typical, amounts, typical, section, scale, joist section, Sponsored links, acot. mm, wall shaft, deploying, diaphragm, typical among, each between axis, see detail, project north, strut, windbreaker, round, where it shows, pending, cover sheet, with insulation according to, specification, detail, scale, windbreaker, round, upper rope, from joist girder, union clip, windbreaker, round, union clip, joist, typical detail of riostra, between joist armor, strut, to off, brace ends, axis, letter, esc. acot. mm, bap, cut by facade, in axis, npt, esc. acot. mm, building, current, building, extension, ipr, existing, ipr, column, precast wall, recovered, cut by facade, in axle on frame, esc. acot. mm, fit in, Wall, npt, detail, scale, kind, gutter, gutter, gutter, gutter, gutter, gutter, strut support, wind, ipr, column, precast wall, recovered, cut by facade, on axis in col. wind, esc. acot. mm, fit in, Wall, npt, strut support, wind, detail, scale, strut, ipr, column, diaphragm detail, between joist, esc. acot. mm, joist, to off, angle, see drawing no., of design, own, dead

Raw text data extracted from CAD file:

\A1;14000 \A1;14000 \A1;14000 \A1;14000 \A1;56000 \A1;14000 \A1;14000 \A1;14000 \A1;14000 \A1;14000 \A1;14000 \A1;84000 \A1;120 \A1;212 \A1;1200 \A1;8700 \A1;700 \A1;1800 \A1;5504 \A1;7024 \A1;1520 \A1;700 \A1;260 \A1;51 \A1;212 \A1;1200 \A1;8700 \A1;700 \A1;303 \A1;120 \A1;2100 \A1;6665 \A1;229 \A1;1520 \A1;700 \A1;38 \A1;38 \A1;51 \A1;1556 \A1;972 \A1;229 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 Joist J1(160 pc) ESC. 1:50 ACOT. mm \A1;14000 \A1;22@636=13995 \A1;700 2-Lo1-1/2"x1/8" 2-Lo1-1/2"x1/8" DIAGONALES Lo2"x1/8" TIPICO MONTANTES Lo1-1/2"x1/8" TIPICO \A1;849 2-Lo1-1/2"x1/8" 2-Lo1-1/2"x1/8" A A SECTION A-A SCALE = 1:10 SECCION JOIST J1 y J2 11 12 13 14 15 A B C D E F G ESTRUCTURACION CUBIERTA PRODUCCION ESC.1:250 ACOT. mm A1 EJE DE MURO DEAMPLIACION \A1;147 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J1 J1 J1 J1 J1 J1 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 DIAFRAGMA Lo1-1/2"x1/8" TIPICO ENTRE CADA ENTRE EJE VER DETALLE PROJECT NORTH STRUT STRUT STRUT STRUT STRUT STRUT STRUT STRUT STRUT STRUT STRUT STRUT STRUT STRUT STRUT STRUT STRUT STRUT CONTRAVIENTO REDONDO d 3/4" DONDE SE MUESTRA PENDIENTE =2.083 % LAMINA DE CUBIERTA CON AISLANTE SEGUN ESPECIFICACION JG3 JG1 JG1 JG2 JG3 JG1 JG1 JG2 JG3 JG1 JG1 JG2 JG3 JG1 JG1 JG2 JG3 JG1 JG1 JG2 1 S5 DETAIL SCALE = 1:12.5 1 S5 CONTRAVIENTO REDONDO d 3/4" CUERDA SUPERIOR DE JOIST GIRDER Lo2-1/2"x5/16" CLIP DE UNION 6 6 E70 CONTRAVIENTO REDONDO d 3/4" Lo2-1/2"x5/16" CLIP DE UNION 6 6 E70 JOIST J1/J2 JOIST J1/J2 JG1/JG2 DETALLE TIPICO DE RIOSTRA ENTRE JOIST y ARMADURAS (JG) 4 4 E70 RIOSTRA Lo1-1/2"x1/8" DESPATINAR EXTREMOS DE RIOSTRA eje letra ESC. 1:20 ACOT. mm BAP BAP BAP BAP BAP BAP BAP 11 Corte por Fachada en Eje 11 NPT 0.00 ESC. 1:50 ACOT. mm EDIFICIO ACTUAL EDIFICIO AMPLIACION 15 IPR 12"x8"x59.8 EXISTENTE IPR 12"x8"x59.8 COLUMNA K1 MURO PRECOLADO RECUPERADO Corte por Fachada en Eje 15 sobre marco ESC. 1:50 ACOT. mm AJUSTE EN MURO NPT 0.00 3 S5 DETAIL SCALE = 1:10 3 S5 4 E70 TIPO 1.5 % CANALON 1.5 % CANALON 1.5 % CANALON 1.5 % CANALON 1.5 % CANALON 1.5 % CANALON STRUT APOYO COL, VIENTO 15 IPR 10"x5-3/4"x32.8 COLUMNA K3 MURO PRECOLADO RECUPERADO Corte por Fachada en Eje 15 en Col. Viento ESC. 1:50 ACOT. mm AJUSTE EN MURO NPT 0.00 STRUT APOYO COL, VIENTO 4 S5 DETAIL SCALE = 1:10 4 S5 STRUT 2-12MT10 IPR 10"x5-3/4"x32.8 COLUMNA K3 15 4 E70 Detalle de Diafragma entre Joist ESC. 1:25 ACOT. mm JOIST JOIST Lo1-1/2"x1/8" 4 4 E70 DESPATINAR ANGULO 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VER DIBUJO No. P-1715(7-10) JG5 JG4 JG6 JG7 JG4 JG4 JG4 JG5 JG5 JG4 JG6 JG7 JG4 JG4 JG4 JG5 \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b1|i0|c0;CARGAS DE DISEÑO (kg/m2) \fCalibri|b0|i0|c0;ELEMENTO \fCalibri|b0|i0|c0;innst e,h,s,a/c \fCalibri|b0|i0|c0;LAMINA \fCalibri|b0|i0|c0;OTROS (MUERTA) \fCalibri|b0|i0|c0;PESO PROPIO \fCalibri|b0|i0|c0;TOTAL MUERTA \fCalibri|b0|i0|c0;VIVA \fCalibri|b0|i0|c0;TOTAL \fCalibri|b0|i0|c0;JOIST \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0;MARCOS \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0;

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	A/C
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