Metal Structure DWG Block for AutoCAD

D ETAIL OF METAL CEILING IN WAREHOUSE

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

s. to., steel prefabricated buildings, draft:, flat:, owner:, contractor:, rev., Location:, description, dib .:, sheet number, esc .:, fec .:, rev .:, dis .:, revised, approved, rev., date, rail beam, ridge, templers bar, templers bar, templers bar, portico, roof structure plant, scale, Strap line, det., portico, det., det., det., panel, sides, bolts, hollows p ‘, scale, Pub, bar, bar, scale, detail, hollow, bar of, detail, scale, scale, detail, section, scale, ridge, hollows p ‘, bolts, hollows p ‘, bolts, sides, scale, section, bar of, hollow, scale, section, Pub, Pub, Pub, scale, panel, laminated profiles astm, Specifications, astm current bolts, wind speed, roof live load, loads of, welding, profiles formed in astm, high strength pins astm, cellulosic electrodes according to aws, that astm bolts could be used to fix belts., astm bolts will be used for all except, capacity, ton, an epoxy system. Micron dry film thickness., the structures will be sandblasted to white metal painted with, scale, section, det., panel, pt., scale, lift shaft, panel, det., det., det., det., lift shaft, scale, det., det., panel, det., panel, lift shaft, scale, lift shaft, templers bar, Yes., panel, det., det., det., det., npt., pt., npt., pt., scale, det., scale, section, bolts, hollow, sides, templers bar, npt., pt., det., det., templers bar, det., det., panel, templers bar, det., panel, det., panel, templers bar, panel

Raw text data extracted from CAD file:

\A1;5700 \A1;5700 \A1;5700 \A1;5700 \A1;5700 \A1;5700 \A1;5700 \A1;14500 \A1;39900 \A1;7250 \A1;7250 \A1;L/3 \A1;L/3 \A1;L/3 \A1;L/3 \A1;L/3 \A1;L/3 \A1;L/3 \A1;L/3 \A1;L/3 \A1;235 \A1;308 \A1;308 \A1;235 \A1;70 \A1;50 \A1;10 \A1;19 \A1;152 \A1;2 \A1;51 \A1;50 \A1;50 \A1;150 \A1;50 \A1;50 \A1;80 \A1;150 \A1;150 \A1;35 \A1;235 \A1;35 \A1;70 \A1;50 \A1;47 \A1;76 \A1;2 \A1;152 \A1;19 \A1;51 \A1;25 \A1;14500 \A1;5660 \A1;240 \A1;725 \A1;4800 \A1;50 S i g r a l S. A. Edificios Prefabricados en Acero PROYECTO: PLANO: PROPIETARIO: CONTRATISTA: Rev. UBICACION: Descripción DIB.: NUMERO DE LAMINA ESC.: FEC.: REV.: DIS.: Revisó Aprobó REV. Fecha \A1;13750 VIGA CARRILERA \A1;4850 \A1;4800 \A1;308 \A1;308 \A1;235 \A1;L/3 \A1;L/3 \A1;5700 \A1;L/3 \A1;5700 \A1;4850 \A1;L/3 \A1;L/3 \A1;5700 \A1;L/3 \A1;5700 \A1;L/3 \A1;235 \A1;L/3 \A1;5700 \A1;L/3 \A1;5700 \A1;5700 \A1;4000 \A1;5660 \A1;1900 \A1;1900 \A1;125 \A1;240 \A1;1735 \A1;4000 \A1;850 \A1;1900 \A1;850 \A1;4285 \A1;1615 \A1;1900 \A1;5660 \A1;240 \A1;1900 \A1;125 \A1;1735 \A1;L/3 \A1;L/3 \A1;L/3 \A1;40369 \A1;14500 \A1;152 \A1;3 \A1;76 \A1;80 \A1;45 \A1;119 \A1;234 \A1;L/3 \A1;L/3 \A1;5700 \A1;L/3 \A1;5700 \A1;L/3 \A1;L/3 \A1;5700 \A1;L/3 \A1;5700 \A1;L/3 \A1;234 \A1;L/3 \A1;5700 \A1;L/3 \A1;5700 \A1;5700 \A1;5660 \A1;1900 \A1;1900 \A1;125 \A1;240 \A1;1735 \A1;40369 \A1;4285 \A1;1615 L-3″x1/4″ L-3″x1/4″ L-3″x1/4″ L-3″x1/4″ \A1;320 \A1;50 -0.0000000000102989 60770.50388590337 60770.50388590337 60770.50388590337 60770.50388590337 60770.50388590337 60770.50388590337 60770.50388590337 60770.50388590337 C-6″x2″x2.0 C-6″x2″x2.0 + C-6″x3″x2.0 C-6″x2″x2.0 + C-6″x3″x2.0 1 2 3 4 5 6 7 8 B A 60770.50388590337 60770.50388590337 CUMBRERA C L L/3 L/3 L/3 Templadores Barra 1/2″d L/3 L/3 Templadores Barra 1/2″d L/3 L/3 L/3 Templadores Barra 1/2″d L/3 – A B – D – PORTICO P-2 PORTICO P-1 PORTICO P-1 PORTICO P-1 PORTICO P-1 PORTICO P-1 PORTICO P-2 ESTRUCTURA DE TECHO – PLANTA ESCALA : 1/100 LINEA DE CORREAS LINEA DE CORREAS – D 60770.50388590337 -0.0000000000102989 -0.0000000000102989 60770.50388590337 2 – DET. DET. – 2 PORTICO P-1 1 DET. – – 3 DET. 3 – DET. DET. 1 – PANEL TR-4 PANEL TR-4 3 Lados PERNOS 5/8″d HUECOS 11/16″d P’ L-3″x1/4″ 5 59925.58959676834 5 59925.58959676834 C-6″x2″x2.0 (L=130) -302.7487671329291 -302.7487671329291 ESCALA : 1/10 C-6″x2″x2.0 -221.8742191364872 -302.7487671329291 Bar 5/8″d W-12×26 x100 L-4″x1/4″ x130 PL-3/8″x160 1000 484 Barra 5/8″d 5 Barra 5/8″d 59812.00267124778 59812.00267124778 59812.00267124778 ESCALA : 1/10 DETALLE HUECOS 9/16″d C-152×76 59925.58959676834 – 3 BARRA DE 1/2″d 59925.58959676834 DETALLE ESCALA : 1/10 2 – ESCALA : 1/10 DETALLE – 1 SECCION ESCALA : 1/10 – B L-2″x3/16″ 100 10 3 60341.51976951295 L C 60341.51976951295 60341.51976951295 10 100 CUMBRERA HUECOS 11/16″d P’ PERNOS 5/8″d -633.9861758204061 HUECOS 11/16″ P’ PERNOS 5/8″d 3 lados 5 L-2 1/2″x3/16″ -633.9861758204061 C-6″x2″x2.0 -48.20976576823159 -48.20976576823159 61509.47709057085 L-3″x1/4″ (L=130) ESCALA : 1/10 – D SECCION – C C – BARRA DE 1/2″d BARRA DE 1/2″d HUECOS 9/16″d ESCALA : 1/10 – SECCION C C-6″x2″x2.0 + 50-300 48343.29397021887 48343.29397021887 49802.42159413281 47527.14991729131 47527.14991729131 48343.29397021887 100 10 Bar 5/8″d C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 Bar 5/8″d Bar 5/8″d C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 Bar 5/8″d Bar 5/8″d Bar 5/8″d Bar 5/8″d Bar 5/8″d Bar 5/8″d Bar 5/8″d Bar 5/8″d Bar 5/8″d Bar 5/8″d Bar 5/8″d Bar 5/8″d Bar 5/8″d Bar 5/8″d Bar 5/8″d Bar 5/8″d Bar 5/8″d Bar 5/8″d Bar 5/8″d Bar 5/8″d C-6″x2″x2.0 C-6″x2″x2.0 + C-6″x3″x2.0 C-6″x2″x2.0 + C-6″x3″x2.0 C-6″x2″x2.0 + C-6″x3″x2.0 C-6″x2″x2.0 + C-6″x3″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 401.1372530159424 Tubo-100x100x2.0 Tubo-100x100x2.0 Tubo-100x100x2.0 Tubo-100x100x2.0 Tubo-100x100x2.0 Tubo-100x100x2.0 C-6″x3″x2.0 ESCALA : 1/10 4428.46134111696 4428.46134111696 5 4428.46134111696 5 10 100 10 100 PANEL TR-4 A B 61958.16811924482 – PERFILES LAMINADOS Y PLANCHAS, ASTM A36 ESPECIFICACIONES TECNICAS.- NOTAS.- – PERNOS CORRIENTES ASTM A307 – VELOCIDAD DE VIENTO – CARGA VIVA DE TECHO CARGAS DE DISENO.- SOLDADURA Y CONECTORES.- – PERFILES FORMADOS EN FRIO, ASTM A570 – PERNOS DE ALTA RESISTENCIA ASTM A325 – ELECTRODOS CELULOSICOS E60, SEGUN AWS A5.1 QUE PODRA USARSE PERNOS ASTM A307 PARA LA FIJACION DE CORREAS. SE USARAN PERNOS ASTM A325 PARA TODAS LAS CONEXIONES, EXCEPTO 2.- ACERO.- Fy kg/cm2 – 2,500 8,400 4,200 4,200 s/c V = = Fu = Fu Fu = = Fy = kg/cm2 kg/m2 km/hr 30 75 kg/cm2 kg/cm2 kg/cm2 2,500 = – CAPACIDAD GRUA-PUENTE 5 = P Ton UN SISTEMA EPOXICO. ESPESOR DE PELICULA SECA = 150 micrones. LAS ESTRUCTURAS SERAN ARENADAS AL METAL BLANCO Y PINTADAS CON 1.- 5 ESCALA : 1/75 SECCION – A -97271.39961375817 -97271.39961375817 -97271.39961375817 -97271.39961375817 -97271.39961375819 L/3 L/3 -97271.39961375819 L/3 -97271.39961375819 -97271.39961375817 -97271.39961375819 -97271.39961375819 -97271.39961375819 -97271.39961375819 -97271.39961375819 L/3 -97271.39961375819 L/3 -97271.39961375819 L/3 -97271.39961375819 -97271.39961375819 C-6″x2″x2.0 + C-6″x3″x2.0 DET. PANEL TR-4 PT. +6.050 5 ESCALA : 1/100 ELEVACION EJE B PANEL TR-4 DET. -97271.39961375819 C-6″x2″x2.0 C-6″x2″x2.0 + C-6″x3″x2.0 Tubo-100x100x2.0 C-6″x2″x2.0 C-6″x2″x2.0 -97271.39961375819 -0.0000000000291038 -0.0000000000291038 W-12×26 DET. -0.0000000000181899 0.0 4 DET. 6 E – -0.0000000000291038 DET. U-6″ x3″x3.0 -97271.39961375819 W-12×26 U-6″x3″x3.0 -97271.39961375819 -97271.39961375819 Tubo-100x100x2.0 ELEVACION EJE A ESCALA : 1/100 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 -97271.39961375819 7 W-12×26 8 DET. Tubo-100x100x2.0 C-6″x2″x2.0 + C-6″x3″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 W-12×26 9 DET. Tubo-100x100x2.0 C-6″x2″x2.0 + C-6″x3″x2.0 PANEL TR-4 U-6″x3″x3.0 DET. C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 10 W-12×26 U-6″x3″x3.0 C-6″x2″x2.0 W-12×26 U-6″x3″x3.0 11 C-6″x2″x2.0 C-6″x2″x2.0 5 W-12×26 5 19949.94849477589 19949.94849477589 5 19949.94849477589 5 E 19949.94849477589 PANEL TR-4 ELEVACION EJE 1 (MOST.) ESCALA : 1/100 ELEVACION EJE 8 (OPST.) Templadores barra 1/2″d L/3 W-8×13 C-6″x2″x2.0 C-6″x2″x2.0 SIM. PANEL TR-4 C-6″x2″x2.0 DET. C-6″x2″x2.0 10 L-2 1/2″x3/16″ C-6″x2″x2.0 10 100 L/3 DET. 14 C-6″x2″x2.0 L/3 C-6″x2″x2.0 DET. C-6″x2″x2.0 W-8×13 13 DET. 8 L-2 1/2″x3/16″ C-6″x2″x2.0 100 10 -97271.39961375819 1 2 3 4 5 -97271.39961375817 6 7 8 B A NPT. ±0.150 PT. +6.050 NPT. ±0.150 NPT. ±0.150 PT. +6.050 002 002 002 002 002 002 002 002 002 002 002 002 U-6″x3″x3.0 ESCALA : 1/10 -302.7487671329291 -302.7487671329291 -302.7487671329291 002 12 DET. – ESCALA : 1/10 C-6″x2″x2.0 (L=210) -212.7360569611883 SECCION PERNOS 5/8″d E HUECOS 11/16″dP’ -212.7360569611883 -212.7360569611883 C-6″x2″x2.0 L-3″x1/4″ (L=130) L-3″x1/4″ 5 5 3 Lados – 1 8 Tubo-100x100x2.0 Tubo-100x100x2.0 5 Templadores Barra 1/2″d C-6″x2″x2.0 + C-6″x3″x2.0 5 L/3 5 5 5 5 5 5 5 Tubo-100x100x2.0 002 NPT. ±0.150 5 PT. +6.050 5 5 5 DET. 002 4 DET. 002 6 C-6″x2″x2.0 C-6″x2″x2.0 Tubo-100x100x2.0 Templadores Barra 1/2″d C-6″x2″x2.0 + C-6″x3″x2.0 C-6″x2″x2.0 L/3 5 5 5 W-12×26 – E DET. L/3 W-12×26 L/3 L/3 002 8 DET. C-6″x2″x2.0 + C-6″x3″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 PANEL TR-4 Tubo-100x100x2.0 Tubo-100x100x2.0 W-12×26 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 Templadores Barra 1/2″d L/3 L/3 DET. PANEL TR-4 002 10 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 W-12×26 DET. W-12×26 Tubo-100x100x2.0 C-6″x2″x2.0 + C-6″x3″x2.0 002 9 Tubo-100x100x2.0 W-12×26 PANEL TR-4 1 2 3 4 5 6 7 5 5 5 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 W-12×26 L/3 L/3 Tubo-100x100x2.0 8 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 W-12×26 Templadores Barra 1/2″d Templadores Barra 1/2″d Templadores Barra 1/2″d C-6″x2″x2.0 C-6″x2″x2.0 C-6″x2″x2.0 Tubo-100x100x2.0 C-6″x2″x2.0 5 5 W-12×26 PANEL TR-4