Super Structure I Steel DWG Section for AutoCAD

Covering of cellar or hangar with technical specifications and constructive dates – The file include sections and details of it

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

Kimberly Clark of Mexico s.a. from c.v., title:, area:, unity:, draft:, Approved:, revised:, scale:, date:, flat no., rev, cross section, type of drawing:, revised, date, aprobo, review, do not. flat, conversion area, conversion, indicated, civil, corrugated sheet, siporex slab, corrugated sheet, siporex slab, corrugated sheet, corrugated sheet, Wall, modification, corrugated sheet, corrugated sheet, det., esc .:, modification, esc .:, modification, esc .:, current, esc .:, current, esc .:, esc .:, current, esc .:, n.t.p., support, esc .:, n.t.p., n.p.t., n.t.p., n.d.a., n.t.p., n.d.a., n.t.p., gutter, esc .:, gutter, esc .:, gutter, esc .:, barrenanclas, support, esc .:, cut, esc .:, mount, support, esc .:, n.t.p., n.d.a., notes:, axis, downpipe, ring, of thickness, det. of downpipe, esc .:, dimensions in millimeters., levels in meters., concrete add additive, festergral in proportciom, symbology:, n.t.p. profile top level, n.d.a. level of armor, Check diameter with existing drain.

Raw text data extracted from CAD file:

460 1050 600 50 200 530 305 75 640 530 203 335 680 1200 200 50 600 400 110 100 1100 430 120 50 110 250 350 200 70 50 600 530 305 420 640 420 75 680 203 380 500 300 70 70 360 70 285 70 460 295 70 70 500 380 395 400 340 200 260 200 140 60 200 500 170 410 350 475 435 475 6″d 4″d 30 30 430 \A1;530 \A1;305 \A1;600 \A1;50 \A1;75 \A1;640 \A1;203 \A1;420 \A1;680 \A1;75 \A1;640 \A1;420 \A1;530 \A1;335 \A1;680 \A1;203 \A1;1200 \A1;110 \A1;50 \A1;600 \A1;400 \A1;200 \A1;50 \A1;110 \A1;100 \A1;1100 \A1;1050 \A1;600 \A1;50 \A1;305 \A1;460 \A1;530 \A1;430 \A1;200 \A1;120 \A1;250 \A1;350 \A1;200 \A1;70 \A1;380 \A1;475 \A1;430 \A1;500 \A1;300 \A1;70 \A1;70 \A1;360 \A1;70 \A1;285 \A1;70 \A1;460 \A1;295 \A1;70 \A1;70 \A1;500 \A1;380 \A1;395 \A1;400 \A1;340 \A1;200 \A1;260 \A1;140 \A1;200 \A1;60 \A1;200 \A1;500 \A1;170 \A1;410 \A1;350 \A1;475 \A1;435 \A1;6″d \A1;4″d \A1;30 \A1;30 KIMBERLY CLARK DE MEXICO S.A. DE C.V. TITULO: AREA: UNIDAD: PROYECTO: APROBO: REVISO: DIBUJO/CAD: ESCALA: FECHA: PLANO No. REV. SECCION TRANSVERSAL TIPO DE DIBUJO: A R E V I S I O N E S REVISO FECHA APROBO D E S C R I P C I O N P L A N O S D E R E F E R E N C I A D E S C R I P C I O N REVISION No. PLANO AREA DE CONVERSION CONVERSION INDICADA JULIO/97 CIVIL 9713-C-02 A 530 305 600 50 [-12″ [-5 L-3″ LAMINA ACANALADA LAMINA ACANALADA 75 640 LOSA SIPOREX ]-5″ 203 420 680 LAMINA ACANALADA LAMINA ACANALADA [-8″ [-12″ 75 640 IPR-18 3/4″x 6″ 420 530 335 ]-5″ A 680 -6″x 2″ 203 LOSA SIPOREX 1200 110 50 E E LAMINA ACANALADA [-12″ [-8″ LAMINA ACANALADA 600 400 MURO 200 50 110 100 C O R T E 1 – 1 D E T A L L E 1 MODIFICACION 1100 1050 600 50 [-5 305 460 530 A LAMINA ACANALADA 430 [-12″ 200 L-3″ LAMINA ACANALADA L-1 3/4″ 120 E A A C DET. “2” DET. “1” DET. “3” Esc.: 1:25 D E T A L L E 2 MODIFICACION Esc.: 1:25 D E T A L L E 3 MODIFICACION Esc.: 1:25 D E T A L L E 1 ACTUAL Esc.: 1:30 D E T A L L E 2 ACTUAL Esc.: 1:30 D E T A L L E 3 Esc.: 1:30 ACTUAL Esc.: 1:150 N.T.P. 118.44 250 350 200 P 1/2″ L 70 P 1/2″ L T-2 SOPORTE T-2 Esc.: 1:10 380 T-1 475 T-3 A N.T.P. 115.47 N.T.P. 118.10 N.P.T. 106.00 N.T.P. 113.20 430 N.D.A. 113.66 N.T.P. 113.20 N.D.A. 113.74 N.T.P. 114.31 #3 @20 500 300 70 70 360 CANALON U-1 Esc.: 1:15 70 285 70 460 295 #3 @20 CANALON U-2 Esc.: 1:15 70 70 500 380 395 #3 @20 CANALON U-3 Esc.: 1:15 400 340 200 260 140 200 60 CPS-8″ 6 BARRENANCLAS DE 5/8″d SOPORTE T-1 Esc.: 1:15 200 500 170 410 350 CORTE 2-2 Esc.: 1:15 475 435 MONTEN 8″ IPR-18 3/4″x 6″ L-3″x 3/4″ SOPORTE T-3 Esc.: 1:15 2 2 N.T.P. 118.70 N.D.A. 113.74 NOTAS: U-2 U-3 EJE BAJANTE BAJANTE BAJANTE 6″d 4″d 30 30 ANILLO 3/16″ DE ESPESOR DET. DE BAJANTE Esc.: 1:7.5 1.- DIMENSIONES EN MILIMETROS. 2.- NIVELES EN METROS. 3.- CONCRETO F’c= 250 KG/CM2 ADICIONARLE ADITIVO FESTERGRAL EN PROPORCIOM 2KG/BULTO, 4.- SIMBOLOGIA: N.T.P. NIVEL TOPE DE PERFIL N.D.A. NIVEL DESPLANTE DE ARMADURA 5.- CHECAR DIAMETRO CON BAJANTE EXISTENTE. U-1 (NOTA 5) (NOTA 5) (NOTA 5) R = 29260 M