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, anchor detail, of castles, with floor slab, esc. acot. mm, center line, armed, castle, npt, npt, ntn, shaft foundation profile, acot. mm, zc track racing, embankment, Offices, cimentacion plant, esc. acot. mm, ssh, ssm, ssh, ssm, wall shaft, deploying, castle, acot. mm, castle, acot. mm, npt, ntn, project north, zc track racing, castles, anchored, floor tile, see detail, the arming of, the castles cm, inside of the, npt, detail, scale, court by fahada, zc track racing, see foundation profiles, the arming of, the castles cm, inside of the, welded Mesh, compacted base, armed detail, thickness of floor in production, esc. acot. mm, npt, concrete

Raw text data extracted from CAD file:

\A1;7000 \A1;7000 \A1;7955 \A1;6045 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;2775 \A1;229 \A1;3800 \A1;1000 \A1;3800 \A1;3000 \A1;1560 \A1;2840 \A1;2920 \A1;2840 \A1;1200 \A1;8000 \A1;3675 \A1;4325 \A1;6250 \A1;7350 \A1;3675 \A1;3675 \A1;1000 \A1;3990 \A1;5360 \A1;1000 \A1;1600 \A1;2390 \A1;2600 \A1;7350 \A1;8700 \A1;16050 \A1;14080 \A1;4800 \A1;26570 \A1;4700 \A1;50150 \A1;150 \A1;150 \A1;200 \A1;200 \A1;100 \A1;65 \A1;3050 \A1;31270 \A1;4800 \A1;14080 \A1;2300 \A1;100 \A1;150 \A1;150 \A1;1200 \A1;250 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 DETALLE DE ANCLAJE DE CASTILLOS C1 CON LA LOSA DE PISO ESC. 1:12.5 ACOT. mm C CENTRE LINE L armado del castillo NPT 0.00 11a 12a 12b 14a NPT 0.00 NTN -1.35 NTN -2.10 Perfil de Cimentación Eje A2 ESC.1:250 ACOT. mm ZAPATA CORRIDA ZC (PERFIL) TERRAPLEN OFICINAS PLANTA DE CIMENTACION ESC. 1:200 ACOT. mm Z1 Z1 Z1 Z1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 SSH SSM C2 C2 C2 C1 C2 C1 C2 C1 C2 C2 C1 C2 C1 C1 C1 C2 C2 C1 C1 C1 C2 C1 C1 SSH SSM C1 A2 A1 EJE DE MURO DEAMPLIACION C2 C2 C1 \A1;3075 11a 12a 12b 14a CASTILLO C1 1:12.5 ACOT. mm CASTILLO C2 ESC.1:12.5 ACOT. mm 4-d3/8″ E-d1/4″@20 m 4-d1/2″ E-d1/4″@20 m NPT -0.02 (101.48) NTN -1.35 (100.15) NTN -2.10 (99.40) C2 C2 C2 C2 PROJECT NORTH ZAPATA CORRIDA ZC ZC ZC ZC C2 ZC ZC castillos C1 anclados a losa de piso ver detalle A’ A1 Z1 Z1 Z1 Z1 (ANCLAR EL ARMADO DE LOS CASTILLOS 60 cm DENTRO DEL CIMIENTO) NPT 0.00 DETAIL SCALE = 1:25 1 S6 \A1;VER CORTE POR FAHADA d3/8″@20 cm 7-d3/8″ d3/8″@20 cm d3/8″@30 cm \A1;MINIMO=700 ZAPATA CORRIDA ZC VER PERFILES DE CIMENTACION C2 C2 C2 C2 C2 C2 (ANCLAR EL ARMADO DE LOS CASTILLOS C2 60 cm DENTRO DEL CIMIENTO) MALLA ELECTROSOLDADA 66-66 BASE COMPACTADA Detalle de Armado y Espesor de Piso en Producción ESC. 1:12.5 ACOT. mm NPT -0.02 CONCRETO f’c=250 kg/cm2 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