Structure 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, section, scale, frame in axes to, ipr, existing, ipr, tube., npt, building, existing, armor, acot. mm, support for, armor, acot. mm, tube., column, detail, esc. acot. mm, tube., detail, esc. acot. mm, tube., detail, esc. acot. mm, support angles, joist, strut, armor, acot. mm, kind, except indicated, section of, armor jg, esc. acot. mm, joist, esc. acot. mm, diagonals, typical, amounts, typical, section, scale, joist section, view detail of, reinforcement in, cols., column, existing, canal std., detail, scale, union existing column, with enlargement, union board, centered, seat plate, card, license plate, column, existing

Raw text data extracted from CAD file:

\A1;13765 \A1;1364 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1311 \A1;395 \A1;3409 \A1;3890 \A1;3890 \A1;3890 \A1;3890 \A1;3890 \A1;3890 \A1;3890 \A1;3277 \A1;1092 \A1;3409 \A1;3890 \A1;3890 \A1;3890 \A1;3890 \A1;3890 \A1;3890 \A1;3890 \A1;3277 \A1;1234 \A1;3334 \A1;3890 \A1;3890 \A1;3890 \A1;3890 \A1;3890 \A1;3890 \A1;3890 \A1;3277 \A1;13743 \A1;13743 \A1;13701 \A1;1°11’37” \A1;8184 \A1;6665 \A1;8050 \A1;7608 \A1;7316 \A1;5504 \A1;7025 \A1;14000 \A1;14000 \A1;14000 \A1;14000 \A1;56000 \A1;173 \A1;180 \A1;25 \A1;51 \A1;76 \A1;13743 \A1;1364 \A1;1432 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1418 \A1;1520 \A1;2091 \A1;101 \A1;180 \A1;13701 \A1;1432 \A1;1364 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1376 \A1;6554 \A1;1520 \A1;1520 \A1;200 \A1;122 \A1;250 \A1;70 \A1;16 \A1;700 \A1;13999 \A1;578 \A1;12720 \A1;701 \A1;13878 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 SECTION SCALE = 1:100 1 S5 Marco en Ejes B al F IPR 12″x8″x59.8 EXISTENTE IPR 12″x8″x59.8 TUBO d8″ CED. 20 TUBO d8″ CED. 20 \A1;1520 NPT 0.00 EDIFICIO EXISTENTE JG1 JG1 2Lo3″x3″x5/16″ 2Lo3″x3″x1/4″ 2Lo2″x1/4″ 2Lo2-1/2″x1/4″ 2Lo1-1/2″x1/8″ 2Lo1-1/2″x1/8″ 2Lo1-1/2″x1/8″ 2Lo1-1/2″x1/8″ 2Lo2″x3/16″ 2Lo2-1/2″x1/4″ 2Lo2″x1/8″ 2Lo2″x3/16″ 2Lo2″x1/8″ 2Lo2-1/2″x1/4″ 2Lo2″x3/16″ 2Lo2-1/2″x1/4″ ARMADURA JG1 ESC.1:50 ACOT. mm APOYO 2Lo3″x5/16″ JG3 2Lo3″x3″x5/16″ 2Lo3″x3″x1/4″ 2Lo2″x1/4″ 2Lo2-1/2″x1/4″ 2Lo1-1/2″x1/8″ 2Lo1-1/2″x1/8″ 2Lo1-1/2″x1/8″ 2Lo1-1/2″x1/8″ 2Lo2″x3/16″ 2Lo2-1/2″x1/4″ 2Lo2″x1/8″ 2Lo2″x3/16″ 2Lo2″x1/8″ 2Lo2-1/2″x1/4″ 2Lo2″x3/16″ 2Lo2-1/2″x1/4″ ARMADURA JG2 ESC.1:50 ACOT. mm TUBO d8″ CED. 20 COLUMNA K2 COLUMNA K2a COLUMNA K2b 1 S3 2 S3 4 S3 3 S3 DETAIL 1 S3 ESC. 1:12.5 ACOT. mm \A1;d=219 TUBO d8″ CED. 20 JG1 JG1 6 6 E70 \A1;d=219 \A1;d=219 DETAIL 2 S3 ESC. 1:12.5 ACOT. mm 6 E70 TUBO d8″ CED. 20 \A1;113 DETAIL 3 S3 ESC. 1:5 ACOT. mm ANGULOS DE APOYO 2L 3″x5/16″ 6 E70 JOIST STRUT STRUT STRUT JG2 \A1;1520 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1556 \A1;1376 2Lo3″x3″x5/16″ 2Lo3″x3″x1/4″ 2Lo2″x1/4″ 2Lo2-1/2″x1/4″ 2Lo1-1/2″x1/8″ 2Lo1-1/2″x1/8″ 2Lo1-1/2″x1/8″ 2Lo1-1/2″x1/8″ 2Lo2″x3/16″ 2Lo2-1/2″x1/4″ 2Lo2″x1/8″ 2Lo2″x3/16″ 2Lo2″x1/8″ 2Lo2-1/2″x1/4″ 2Lo2″x3/16″ 2Lo2-1/2″x1/4″ ARMADURA JG3 ESC.1:50 ACOT. mm \A1;13765 \A1;1497 \A1;1364 \A1;1311 2Lo3″x3″x5/16″ 2Lo3″x3″x1/4″ 2Lo2″x3/16″ TIPO EXCEPTO INDICADO SECCION DE ARMADURAS JG ESC. 1:25 ACOT. mm Joist J2(80 pc) ESC. 1:50 ACOT. mm \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 \A1;20@636= VER DETALLE DE REFUERZO EN COLS. A-11 y G11 11 A A’ JG3 E70 COLUMNA EXISTENTE CANAL STD. 12″x44.64 8 8 4 S3 DETAIL SCALE = 1:250 4 S3 UNION y COLUMNA EXISTENTE CON AMPLIACION PLACA UNION 6.4x150x150 CENTRADA PLACA ASIENTO 16x200x200 CARTELA PLACA 1/2″ COLUMNA EXISTENTE 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 <>11’37” 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