Structural Details Of Industrial Building Type DWG Full Project for AutoCAD

Structural Details Of Industrial Building Type DWG Full Project for AutoCAD

This project is a series of structural details on an industrial-type structure and details of joints, welding, and structural shapes tables

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

do not. drawing, date, scale, drawing, description, plant, group, s.a. of c.v., highway colombia km., steel constructions services wall, escobedo n.l., cabbage. andres caballero, multypanel, tals., cover of, multypanel, facade of, crossbar, cut, cover, folded, plate clip, mms. esp., kind, approved for, building, gcia. plant engineering, Signature date:, view, clearance to wall, obstruction, clearance to, or obstruction, ladder, valve removal, ladder safety cage, see rto inlet, flange detail, customer, d.s.i., fan, plan view, scale, control room, expansion joint, see note, ref., grout, ref., t.g., top of conc., d.s.i. he., bot. of rto, base pl’s., elevation view, scale, cut, esc., cut, esc., detail, railing see, existing, building, detail, railing see, existing, building, cut, esc., spaces of, spaces of, irving, grille floor, detail, railing see, of thickness, lisa of mm., board floor, steam tank, steam tank, stairs, see detail, marine staircase, date, revised, date, revised, scale, approved, ingenuity, quotas, date, drawing, riverside downtown, date, do not. flat, title, zone, let, modification, size, approved, date, mm., tacho, tacho, tacho, representative drawing, existing building, tacho, tacho, roof structure, see, tacho, see p., see p., tacho, existing building, tacho, axle lift, esc., existing building, see p., see p., see p., see p., see p., see p., reference planes, description, do not. plan, structural elevations of, facade structure, roof plant structure, plant structure, plant structure, plant structure, plant structure, plant structure, structural elevations of, structural elevations of, structural elevations of, general foundation plant, foundation detail, structure connections, cuts structure details, facade structure, variable, elevation axes al, esc., axle lift, esc., variable, tacho, existing building, tacho, axle lift, esc., notes, nomenclature, p.t., work point, npt, finished floor level, ntp, top profile level, structural elevations, axis only, existing building, roof structure, see p., roof structure, see p., column, beam, windbreaker, detail, see p., see p., see p., see p., detail, see p., motherboard, esc., detail, windbreaker, p.t., column, motherboard, windbreaker, column, esc., cut, column, esc., detail, windbreaker, p.t., column, ntp, beam, kind, esc., detail, kind, esc., cut, column, windbreaker, column, windbreaker, cut, column, see p., all the connections of beams columns, see general notes, should be seeing flat not., dimensions in millimeters, levels in meters, this plan in conjunction with the, reference planes, license plate, in itself, upper level of structure, nspl, upper board level, pending, flat profiles, p.t., p.t., kind, kind, kind, bracing beam, axle only, date, revised, date, revised, scale, approved, quotas, date, drawing, date, do not. flat, title, zone, let, modification, size, approved, date, mm.

Raw text data extracted from CAD file:

~ No. DIBUJO FECHA ESCALA DIBUJO DESCRIPCION : PLANTA : GRUPO TEL.(8) 397-75-00 FAX.(8) 397-75-01 S.A. DE C.V. CARRETERA A COLOMBIA KM. 7.5 CONSTRUCCIONES DE ACERO Y SERVICIOS TAPIA ESCOBEDO N.L. COL. ANDRES CABALLERO MULTYPANEL V-1 TALS. d=13 P/TORS. d=10 51 CUBIERTA DE MULTYPANEL FACHADA DE LARGUERO DE CORTE 21-21 A-1 S/E CUBIERTA ~ DOBLADA DE CLIP DE PLACA 6 MMS. ESP. A B 35 35 35 140 35 6 TIPO APROBADO PARA CONSTRUCCION GCIA. DE INGENIERIA DE PLANTAS FECHA: FIRMA: FECHA: FIRMA: VIEW \A1;25'-3" \A1;10'-10" \A1;9'-6 1/2" \A1;4'-0 3/16" \A1;3'-3" \A1;4'-2" \A1;8'-0 3/8" \A1;8'-0" \A1;8'-8 3/8" \A1;6'-6" \A1;3'-8 3/16" \A1;4'-5" \A1;8'-3 1/16" (REF) \A1;3'-8 3/16" \A1;MIN. CLEARANCE TO WALL \A1;OR OBSTRUCTION 4'-0" \A1;MINIMUM CLEARANCE TO \A1;WALL OR OBSTRUCTION 5'-3" \A1;1'-3 1/2" A/C L C LADDER C L 11 13 12 25 VALVE REMOVAL 21 LADDER SAFETY CAGE 10 2 31 -46.00191562072814 -46.00191562072814 SEE RTO INLET FLANGE DETAIL CUSTOMER D.S.I. C L C FAN 6 7 -46.00191562072814 B C -46.00191562072814 -46.00191562072814 -46.00191562072814 -46.00191562072814 -46.00191562072814 -46.00191562072814 -46.00191562072814 -46.00191562072814 -46.00191562072814 -46.00191562072814 -46.00191562072814 PLAN VIEW SCALE = 1/2" -46.00191562072814 A -46.00191562072814 32 CONTROL ROOM EXPANSION JOINT (REF) SEE NOTE # 4, 6 & 7 3 4 -46.00191562072814 \A1;9'-0" \A1;7'-0" \A1;16'-3" \A1;25'-0" \A1;3'-4 1/2" REF. \A1;1" GROUT \A1;2'-1 3/4" \A1;REF. \A1;4" REF. T.O.G. 20 21 29 9 30 10 TOP OF CONC. D.S.I. EL. 0'-0" BOT. OF RTO BASE PL'S. B C -44.65424897928574 -44.65424897928574 -44.65424897928574 -44.65424897928574 -44.65424897928574 -44.65424897928574 ELEVATION VIEW SCALE = 1/2" -44.65424897928574 -44.65424897928574 8 \A1;1600 \A1;4000 \A1;1600 \A1;4000 \A1;2090 \A1;3600 \A1;6600 \A1;3300 \A1;3300 \A1;3000 \A1;3000 \A1;3000 \A1;9000 \A1;2000 \A1;1000 NPT=95.910 CORTE 2-2 ESC. 1:50 -14946.5598304848 -14946.5598304848 CORTE 1-1 ESC. 1:50 -14946.5598304848 -14946.5598304848 C-1 V-1 PB-1 PB-1 DETALLE BARANDAL VER A B A B EXISTENTE EDIFICIO NTP=98.000 -14946.5598304848 DETALLE BARANDAL VER NPT=95.400 -14946.5598304848 C-1 PB-2 C-2 C-2 PB-2 V-1 NTP=99.000 EXISTENTE EDIFICIO PB-2 PB-2 PB-2 PB-2 PB-2 PB-2 V-1 V-1 C-1 C-1 C-1 C-1 C-1 C-1 V-1 V-1 V-1 1 2 3 NTP=99.000 -14946.5598304848 -14946.5598304848 -14946.5598304848 -14946.5598304848 -14946.5598304848 -14946.5598304848 -14946.5598304848 NTP=98.000 NTC=96.160 NTC=96.160 CORTE 3-3 ESC. 1:50 NPT=100.000 -14946.5598304848 NPT=100.000 -14946.5598304848 NPT=95.400 NPT=95.910 \A1;4000 \A1;3 ESPACIOS DE 1100=3300 \A1;6600 \A1;9000 \A1;600 \A1;1438 \A1;1445 \A1;1827 \A1;3956 \A1;737 \A1;737 \A1;3 ESPACIOS DE 1100=3300 \A1;3 ESPACIOS DE 1000=3000 \A1;3 ESPACIOS DE 1000=3000 \A1;3 ESPACIOS DE 1000=3000 \A1;628 \A1;628 \A1;425 \A1;900 \A1;602 1 A 3 B 2 3 -28308.52906697144 -28308.52906697144 -28308.52906697144 -28308.52906697144 3 1 1 2 2 -28308.52906697144 -28308.52906697144 -28308.52906697144 -28308.52906697144 -28308.52906697144 IRVING IS-05 (25x3) PISO DE REJILLA DETALLE BARANDAL VER V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 C-1 C-1 C-2 C-2 C-2 C-2 C-1 C-1 C-2 C-2 C-2 C-2 V-1 V-1 V-1 V-1 V-1 -28308.52906697144 -28308.52906697144 -28308.52906697144 -28308.52906697144 -28308.52906697144 -28308.52906697144 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 -28308.52906697144 -28308.52906697144 -28308.52906697144 -28308.52906697144 -28308.52906697144 DE ESPESOR LISA DE 5 MM. PISO DE PLACA C TANQUE DE VAPOR L C TANQUE DE VAPOR L C ESCALERA L EM-1 EM-1A VER DETALLE ESCALERA MARINA EM-2 FECHA REVISO FECHA REVISO ESCALA APROBO INGENIO COTAS FECHA DIBUJO RIBERA Nº39, ZONA CENTRO FECHA No. PLANO TITULO ZONA LET. MODIFICACION TAMAÑO APROBO FECHA MM. "EL HIGO" TACHO 3 \A1;5021 -404408.0418021481 TACHO 7 TACHO 8 TACHO 6 TACHO 2 TACHO 1 TACHO 4 B-1500 \A1;30000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;1740 1 2 3 4 5 6 -123949.6257560403 -123949.6257560403 -123949.6257560403 -123949.6257560403 -123949.6257560403 -123949.6257560403 -123949.6257560403 TACHO 6 TACHO 4 B-1500 \W3.38095; DIBUJO \W3.38095; REPRESENTATIVO \A1;3695 \A1;5450 \A1;VARIABLE \A1;4020 \A1;5730 \A1;4380 \A1;4870 \A1;6000 \A1;6000 \A1;2300 \A1;6000 \A1;6000 \A1;4020 \A1;5730 \A1;4380 \A1;4870 \A1;5450 \A1;VARIABLE \A1;2300 \A1;30000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;4020 \A1;5730 \A1;4380 \A1;4870 \A1;12240 \A1;5450 \A1;6287 \A1;3460 \A1;1796 \A1;3720 \A1;6000 \A1;1924 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 \A1;503 \A1;1750 \A1;1425 \A1;5450 \A1;5125 \A1;5878 \A1;6000 \A1;6000 \A1;1796 \A1;3720 \A1;1924 5 6 7 88616.66491732263 88616.66491732263 EDIFICIO EXISTENTE NTP=30.328 88616.66491732263 88616.66491732263 NPO=24.450 88616.66491732263 V-18 V-18 V-1 V-1 V-1 V-1 NTP=35.453 88616.66491732263 88616.66491732263 88616.66491732263 4 C-3 C-3 C-3 CV-1 CV-1 CV-1 CV-1 V-18 CV-1 CV-1 CV-1 CV-1 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;42000 \A1;3695 \A1;5450 \A1;6858 TACHO 1 A B C D E F G H -117771.9132363383 -117771.9132363383 -117771.9132363383 -117771.9132363383 -117771.9132363383 -117771.9132363383 -117771.9132363383 -117771.9132363383 TACHO 2 TACHO 3 TACHO 4 TACHO 5 -117771.9132363383 -117771.9132363383 -117771.9132363383 NPO=24.450 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-12 V-19 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 ESTRUCTURA DE CUBIERTA VER 06-PL-10-2511-010-Z9 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 \A1;6000 \A1;6000 \A1;6000 \A1;42000 \A1;3695 \A1;5450 \A1;6858 F G H -117771.9132392397 -117771.9132392397 -117771.9132392397 -117771.9132392397 NPO=19.000 TACHO 5 V-7 V-14 -117771.9132392397 -117771.9132392397 -117771.9132392397 NPO=24.450 V-1 V-1 V-12 V-19 C-3 C-3 C-3 V-14 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 DETALLE G VER P. C-013 DETALLE B VER P. C-014 \A1;3000 \A1;30000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;4020 \A1;5730 \A1;4380 \A1;4870 \A1;11696 \A1;5450 \A1;5878 \A1;5480 \A1;1796 \A1;3720 \A1;6000 \A1;1924 \A1;368 \A1;1750 \A1;1425 5 6 7 8 9 10 -22825.03892470355 -22825.03892470355 -22825.03892470355 -22825.03892470355 -22825.03892470355 -22825.03892470355 NPO=19.000 NPT=0.000 -22825.03892470355 -22825.03892470355 -22825.03892470355 -22825.03892470355 PB-1 TACHO 8 TACHO 7 TACHO 6 C-1 C-3 V-1 V-6 V-4 V-10 V-1 V-6 V-4 V-10 V-1 V-6 V-4 V-1 V-6 V-7 V-1 V-6 V-7 PB-1 C-1 PB-1 C-1 PB-1 C-1 PB-1 C-1 PB-1 C-1 C-3 C-3 C-3 C-3 NPO=30.696 -22825.03892470355 EDIFICIO EXISTENTE C-3 NPO=14.130 NPO=9.750 NPO=4.020 NPO=24.450 -22825.03892470355 -22825.03892470355 TACHO 5 V-1 V-1 V-1 V-1 V-1 ELEVACION EJE F ESC. 1:125 V-2 V-18 V-18 V-18 V-18 V-18 V-18 V-10 V-14 V-14 -22825.03892470355 NSE=36.176 V-1 V-1 V-1 V-1 V-1 V-18 -22825.03892470355 -22825.03892470355 EDIFICIO EXISTENTE -22825.03892470355 -22825.03892470355 4 3 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 -22825.03892470355 CV-1 CV-1 V-23 C-4 -22825.03892470355 -22825.03892470355 DETALLE E VER P. C-013 DETALLE F VER P. C-013 DETALLE H VER P. C-013 DETALLE I VER P. C-013 DETALLE J VER P. C-013 DETALLE K VER P. C-013 \A1;15 (MIN) \A1;200 \A1;(TIPO) \A1;150 \A1;15 (MIN) \A1;200 \A1;(TIPO) \A1;10 \A1;82 \A1;200 \A1;(TIPO) \A1;10 \A1;82 \A1;10 \A1;102 \A1;13 \A1;102 \A1;13 PLANOS DE REFERENCIA DESCRIPCION No. DE PLANO ELEVACIONES ESTRUCTURALES 1 DE 3 C-007 ESTRUCTURA DE FACHADAS C-014 ESTRUCTURA PLANTA DE CUBIERTA C-001 ESTRUCTURA PLANTA NTP=24.450 C-002 ESTRUCTURA PLANTA NTP=19.000 C-003 ESTRUCTURA PLANTA NTP=14.130 C-004 ESTRUCTURA PLANTA NTP=9.750 C-005 ESTRUCTURA PLANTA NTP=4.020 C-006 ELEVACIONES ESTRUCTURALES 1 DE 3 C-007 ELEVACIONES ESTRUCTURALES 2 DE 3 C-008 ELEVACIONES ESTRUCTURALES 3 DE 3 C-009 PLANTA CIMENTACION GENERAL C-010 DETALLE DE CIMENTACION C-011 CONEXIONES DE ESTRUCTURA C-012 CORTES Y DETALLES DE ESTRUCTURA C-013 ESTRUCTURA DE FACHADAS C-014 R-B B \A1;279 \A1;1269 \A1;1492 \A1;6287 F G H 5 5 NTP=19.000 NPT=0.000 5 5 5 5 C-1 PB-1 C-2 PB-2 C-1 PB-1 V-1 V-8 V-1 V-14 (EJE 8) V-1 V-8 V-1 V-14 NTP=14.130 NTP=9.750 NTP=4.020 5 5 VARIABLE NTP=24.450 ELEVACION EJES 8 AL 9 ESC. 1:125 5 ELEVACION EJE 10 ESC. 1:125 F G H 5 5 NTP=19.000 NPT=0.000 5 5 5 5 C-1 PB-1 C-2 PB-2 C-1 PB-1 V-1 V-5 V-1 V-10 V-1 NTP=14.130 NTP=9.750 NTP=4.020 5 VARIABLE NTP=24.450 5 5 6 7 8 9 10 5 5 5 5 5 5 NTP=19.000 NPT=0.000 5 5 5 5 PB-1 TACHO 8 TACHO 7 TACHO 6 C-1 C-3 V-1 V-6 V-4 V-10 V-1 V-6 V-4 V-10 V-1 V-6 V-4 V-1 V-6 V-7 V-1 V-6 V-7 PB-1 C-1 PB-1 C-1 PB-1 C-1 PB-1 C-1 PB-1 C-1 C-3 C-3 C-3 C-3 NSE=31.240 5 EDIFICIO EXISTENTE C-3 NTP=14.130 NTP=9.750 NTP=4.020 NTP=24.450 5 6287 TACHO 5 V-1 V-1 V-1 V-1 V-1 ELEVACION EJE F ESC. 1:125 V-1 NOTAS NOMENCLATURA P.T. = PUNTO DE TRABAJO NPT = NIVEL DE PISO TERMINADO NTP = NIVEL TOPE DE PERFIL ELEVACIONES ESTRUCTURALES V-18 V-10 V-14 V-14 5 NSE=34.700 SOLO EJE 9 V-18 V-18 V-18 V-18 V-18 5 5 EDIFICIO EXISTENTE 5 5 4 3 V-1 V-17 V-12 V-19 C-3 C-4 (EJE 8) C-3 V-16 V-19 V-1 V-16 V-19 C-3 C-3 C-3 V-1 V-1 V-5 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 CV-1 ESTRUCTURA DE CUBIERTA VER P. C-008 ESTRUCTURA DE CUBIERTA VER P. C-008 503 C = COLUMNA V = VIGA CV = CONTRAVIENTO V-23 C-5 5 5 DETALLE A DETALLE B DETALLE A VER P. C-011 DETALLE B VER P. C-011 DETALLE H VER P. C-014 DETALLE C VER P. C-011 DETALLE C DETALLE C VER P. C-009 5 V-18 V-18 V-18 V-18 V-18 PLACA BASE L NSPL=0.732 ESC. 1:12.5 DETALLE A \A1;37 13 <> (MIN) CONTRAVIENTO CV-1 <> \X(TIPO) P-13 L P.T. 5 COLUMNA 3 1 1 PLACA BASE L NSPL=0.732 CONTRAVIENTO CV-1 P-13 L COLUMNA 3 P-13 L ESC. 1:12.5 CORTE 1-1 C COLUMNA L ESC. 1:12.5 DETALLE B \A1;37 13 <> (MIN) CONTRAVIENTO CV-1 P-13 L P.T. COLUMNA 3 2 2 <> \X(TIPO) NTP VIGA (DE P. C-009 y C-010) (DE P. C-009, C-010 y C-011) CV-1 3 TIPO ESC. 1:10 DETALLE C TIPO 3 ESC. 1:12.5 CORTE 2-2 C COLUMNA L CONTRAVIENTO CV-1 P-13 L COLUMNA P-13 L CV-1 CV-1 5 5 <> \X(TIPO) CONTRAVIENTO CV-1 3 3 CORTE 3-3 S/E 5 5 5 5 5 5 5 P-13 L P-13 L (DE P. C-009y C-010) C COLUMNA C COLUMNA DETALLE C VER P. C-009 C-3 (EJE 9) V-15 (EJE 9) CV-1 TODAS LA CONEXIONES DE VIGAS A COLUMNAS VER NOTAS GENERALES Y TABLA DE DEBERAN SER A MOMENTO, VER PLANO No. 4.- 3.- DIMENSIONES EN MILIMETROS NIVELES EN METROS 1.- 2.- TRABAJESE ESTE PLANO EN CONJUNTO CON LOS PLANOS DE REFERENCIA 5.- C-013 P = PLACA L NSE = NIVEL SUPERIOR DE ESTRUCTURA NSPL = NIVEL SUPERIOR DE PLACA PENDIENTE 5 5 V-1 V-2 C-5 5 PERFILES EN PLANO C-009 CV-1 CV-1 NTP=30.737 P.T. P.T. P.T. P.T. NSE=34.008 P.T. 8 TIPO TIPO 8 TIPO 3 TIPO VIGA DE ARRIOSTRAMIENTO (TIPO) V-18 (*) V-18 (*) 5 NTP=30.737 (ARRIOSTRAMIENTO) (ARRIOSTRAMIENTO) (*) SOLO EN EJE 8 V-10 FECHA REVISO FECHA REVISO ESCALA APROBO COTAS FECHA DIBUJO FECHA No. PLANO TITULO ZONA LET. MODIFICACION TAMAÑO APROBO FECHA MM.

Language	Spanish
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units
Footprint Area
Building Features	A/C
Tags	autocad, barn, building, construction details, cover, dach, details, DWG, full, hangar, industrial, joints, lagerschuppen, Project, roof, series, shed, structural, structural details, structure, terrasse, toit, type, welding