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, frame in axes to ‘g’, ipr, existing, ipr, npt, joist, strut, esc. acot. mm, structuring of facade in axis g ‘, building, existing, esc. acot. mm, polin, counterflush it, axis, letter, axis, letter, structure type module between, esc. acot. mm, strut, for col. wind, ipr, ipr, ipr, npt, axle, see section on, cut by facade in, axis in col. wind, section, scale, cut by facade axis g ‘, joist, polin, post, section, scale, cut by facade axis a ‘, joist, npt, plant, npt, Offices, armor, see drawing no.

Raw text data extracted from CAD file:

\A1;14000 \A1;7000 \A1;7000 \A1;178 \A1;8056 \A1;56000 \A1;14000 \A1;14000 \A1;14000 \A1;14000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;6045 \A1;7955 \A1;7000 \A1;7000 \A1;3000 \A1;150 \A1;1500 \A1;1500 \A1;600 \A1;7025 \A1;7500 \A1;8184 \A1;8700 \A1;1900 \A1;1400 \A1;1800 \A1;1400 \A1;700 \A1;3000 \A1;150 \A1;1500 \A1;1500 \A1;600 \A1;761 \A1;1039 \A1;8550 \A1;56000 \A1;14000 \A1;14000 \A1;14000 \A1;14000 \A1;7000 \A1;7000 \A1;7955 \A1;6045 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7025 \A1;5974 \A1;7345 \A1;6119 \A1;7491 \A1;6264 \A1;7637 \A1;6430 \A1;6556 \A1;7929 \A1;6702 \A1;7783 \A1;8074 \A1;6848 \A1;8220 \A1;6994 \A1;7135 \A1;8184 \A1;13765 \A1;1364 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1311 \A1;395 \A1;1364 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1311 \A1;437 \A1;1364 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1311 \A1;494 \A1;1334 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1311 \A1;13743 \A1;34821 \A1;13701 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 15 14 13 12 11 Marco en Ejes A’ y G’ IPR 12″x8″x59.8 EXISTENTE IPR 12″x8″x59.8 NPT 0.00 JOIST STRUT STRUT STRUT ESC. 1:100 ACOT. mm JG4 JG6 JG7 JG4 JG4 JG4 JG5 JG5 K3g K3f K3e K3d K3c K3b K3a K1 15 14 13 12 11 Estructuración de Fachada en Eje G’ EDIFICIO EXISTENTE ESC. 1:100 ACOT. mm L1a L1a L1a L1a L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1b L1b L1b L1b L1c L1c L1c L1c L1 L1 L1 L1 L1a L1a L1a L1a CTF1 CTF1 CTF2 CTF1 CTF1 CTF2 CTF1 CTF1 CTF2 CTF1 CTF1 CTF2 CTF1 CTF1 CTF2 CTF1 CTF1 CTF2 CTF1 CTF1 CTF2 CTF1 CTF1 CTF2 L1, L1a, L1b y L1c= POLIN 8MT14 CTF1 y CTF2 = CONTRAFLAMBEO Lo 1-1/2″x1/8″ eje letra eje letra Estructuración módulo Tipo entre A y G ESC. 1:100 ACOT. mm STRUT 2-12MT10 PARA APOYO COL. VIENTO K1 IPR 12″x8″x59.8 K3 IPR 10″x5-3/4″x32.8 K1 IPR 12″x8″x59.8 NPT 0.00 NPT 0.00 2-8MT12 2-8MT12 2-8MT12 2-8MT12 2 S7 \A1;267 Sobre eje 15 VER SECCION EN P-1715(5-10) CORTE POR FACHADA EN EJE 15 EN COL. VIENTO \A1;1050 \A1;1039 \A1;621 SECTION SCALE = 1:50 2 S7 G’ K3f D1 CORTE POR FACHADA EJE G’ JOIST J2 POLIN 8MT14 POSTE 2-8MT14 SECTION SCALE = 1:50 1 S7 A’ K3b CORTE POR FACHADA EJE A’ JOIST J2 1 S7 NPT 0.00 PLANTA NPT -0.02 OFICINAS armadura JG3 D1 \A1;258 \A1;229 \A1;229 1 S7 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 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 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(5-10)