Structural Details Of Industrial Building Type DWG Detail for AutoCAD

Structural Details Of Industrial Building Type DWG Detail for AutoCAD

Displays a map with details of metal structures; joints of steel beams, as well as tables of steel.

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, tacho, existing building, tacho, axle lift, esc., existing building, see p., see p., see p., see p., see p., see p., p.t., sheet, cover of, esc., detail, column, esc., cut, strut, cover, column, p.t., sheet, cover of, esc., detail, column, mm esp., plate cover, esc., cut, strut, cover, column, beam on p., see connection, kind, detail, esc., sheet, cover of, p.t., kind, beam, cut, esc., 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, axle lift, esc., tacho, existing building, tacho, notes, nomenclature, p.t., work point, npt, finished floor level, ntp, top profile level, structural elevations, cover of, sheet, axis only, axle lift, esc., existing building, railing, axis only, railing, axis only, railing, profile table, ipr, Mca., description, weight, ipr, ipr, ipr, ipr, ipr, ipr, ipr, plates, plates, per, per, ipr, column, beam, windbreaker, winding only on axle, see p., see p., detail, p.t., sheet, cover of, esc., detail, column, esc., cut, strut, cover, column, p.t., sheet, cover of, esc., detail, column, mm esp., plate cover, esc., cut, strut, cover, column, kind, detail, esc., sheet, cover of, p.t., kind, beam, cut, facade of, sheet, per, per, cover, kind, cover, all the connections of beams columns, see general notes in plan, should be seeing flat not., dimensions in millimeters, levels in meters, ptr, rectangular tubular profile, ipr, rolled profile beam, this plan in conjunction with the, reference planes, license plate, in itself, upper level of structure, p.t., p.t., p.t., p.t., p.t., you

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;1796 \A1;4020 \A1;5730 \A1;4380 \A1;4870 \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 \A1;3720 \A1;12240 TACHO 6 TACHO 4 B-1500 \W3.38095; DIBUJO \W3.38095; REPRESENTATIVO \A1;1924 \A1;6000 \A1;5450 \A1;5450 \A1;3271 \A1;6287 \A1;6000 \A1;6000 \A1;4020 \A1;5730 \A1;4380 \A1;4870 \A1;1796 \A1;3720 \A1;1924 \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;6344 \A1;3460 \A1;1796 \A1;3720 \A1;6000 \A1;1924 \A1;446 \A1;1750 \A1;1425 \A1;3000 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 NSE=31.240 -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-10 V-14 V-14 -22825.03892470355 NSE=34.700 V-1 V-1 V-1 V-1 V-1 -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 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 -22825.03892470355 CV-1 CV-1 V-18 V-18 V-18 V-18 V-18 \A1;6287 \A1;3460 \A1;503 \A1;12447 -1009669.177897177 \A1;19 \A1;255 \A1;140 \A1;255 \A1;50 \A1;245 \A1;155 \A1;190 \A1;19 \A1;255 \A1;127 \A1;127 \A1;279 \A1;13 \A1;13 \A1;101.5 \A1;101.5 \A1;203 \A1;13 \A1;13 \A1;340 \A1;100 \A1;100 \A1;100 \A1;100 \A1;235 \A1;240 \A1;100 \A1;100 \A1;230 \A1;24 \A1;225 \A1;225 \A1;19 \A1;230 \A1;127 \A1;127 \A1;230 \A1;24 \A1;230 \A1;170 \A1;185 \A1;19 \A1;230 \A1;127 \A1;127 \A1;254 \A1;13 \A1;13 \A1;101.5 \A1;101.5 \A1;203 \A1;13 \A1;13 \A1;295 \A1;265 \A1;100 \A1;100 48041.76335215941 48041.76335215941 L P-8 L P-19 L P-8 5 P.T. 48041.76335215941 48041.76335215941 L P-13 C-3 4 LAMINA CUBIERTA DE 48041.76335215941 48041.76335215941 ESC. 1:10 DETALLE I 9 9 V-18 C COLUMNA L 48041.76335215941 48041.76335215941 48041.76335215941 48041.76335215941 L P-13 L P-13 C-3 L P-19 L P-8 4 ESC. 1:10 CORTE 9-9 STRUT DE CUBIERTA C COLUMNA L L P-19 P.T. 48041.76335215941 48041.76335215941 C-3 4 LAMINA CUBIERTA DE 48041.76335215941 48041.76335215941 ESC. 1:10 DETALLE H 8 8 V-18 C COLUMNA L L P-13 6 mm ESP. TAPA DE PLACA 4 48041.76335215941 4 4 4 48041.76335215941 48041.76335215941 48041.76335215941 48041.76335215941 L P-13 L P-13 C-3 L P-19 L P-8 4 ESC. 1:10 CORTE 8-8 STRUT DE CUBIERTA C COLUMNA L (SOLO EN EXTREMOS) 48041.76335215941 VIGA EN P. C-012 VER CONEXION DE TIPO V-18 10 DETALLE K ESC. 1:7.5 LAMINA CUBIERTA DE P.T. 10 48041.76335215941 48041.76335215941 V-18 L P-16 TIPO C VIGA L 48041.76335215941 48041.76335215941 L P-16 48041.76335215941 48041.76335215941 48041.76335215941 48041.76335215941 CORTE 10-10 ESC. 1:5 (DE P. C-008 y C-009) (DE P. C-008 y C-009) (DE P. C-008 y C-009) 48041.76335215941 5 48041.76335215941 48041.76335215941 L P-8 \A1;279 \A1;50 \A1;255 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 \A1;3000 \A1;140 B \A1;279 \A1;503 \A1;2768 \A1;313 \A1;279 \A1;1269 \A1;279 \A1;100 \A1;100 \A1;235 \A1;240 \A1;50 \A1;255 \A1;279 R-B \A1;1492 \A1;230 \A1;230 5 6 7 8 9 10 5 5 5 5 5 5 5 ELEVACION EJE G Y H ESC. 1:125 NTP=19.000 NPT=0.000 5 5 5 5 PB-1 TACHO 8 TACHO 7 TACHO 6 V-1 V-1 V-14 V-1 V-7 (EJE G) PB-1 C-1 PB-1 C-1 PB-1 C-1 5 5 EDIFICIO EXISTENTE 5 5 NTP=14.130 NTP=9.750 NTP=4.020 NTP=24.450 5 TACHO 5 NOTAS NOMENCLATURA P.T. = PUNTO DE TRABAJO NPT = NIVEL DE PISO TERMINADO NTP = NIVEL TOPE DE PERFIL ELEVACIONES ESTRUCTURALES 4 3 V-14(EJE G) V-13 V-13 CUBIERTA DE LAMINA SOLO EJE H SOLO EJE G 5 6 7 5 5 ELEVACION EJE A ESC. 1:125 NPT=0.000 5 5 5 5 V-1 V-7 V-7 V-1 V-7 V-7 V-7 PB-1 C-1 PB-1 C-1 PB-1 C-1 EDIFICIO EXISTENTE NTP=30.737 5 5 NTP=24.450 NTP=19.000 NTP=14.130 NTP=9.750 NTP=4.020 5 V-1 V-1 NSE=34.008 5 5 5 4 C-3 C-3 C-4 (EJE G) C-3 C-3 C-3 V-12 (EJE H) V-12 (EJE H) V-12 (EJE H) V-12 (EJE H) V-12 (EJE H) V-1 (EJE G) V-1 (EJE G) V-1 (EJE G) V-1 (EJE G) V-1 (EJE G) V-13(EJE H) V-14(EJE G) V-13(EJE H) V-1 (EJE H) V-7 (EJE G) V-1 (EJE H) V-10 (EJE G) V-7 (EJE H) V-2 (EJE G) V-1 (EJE H) V-2 (EJE G) V-1 (EJE H) V-2 (EJE G) V-1 (EJE H) V-2 (EJE G) V-1 (EJE H) V-2 (EJE G) V-1 (EJE H) C-1 (EJE H) C-2 (EJE G) BARANDAL BARANDAL SOLO EJE H BARANDAL (C-1) PB-2 (C-2) PB-1 (C-1) PB-2 (C-2) PB-1 (C-1) PB-2 (C-2) CV-1(*) CV-1(*) CV-1(*) CV-1(*) SOLO EJE G BARANDAL C-1 (EJE H) C-2 (EJE G) C-1 (EJE H) C-2 (EJE G) 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(*) C-3 C-3 C-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 CV-1 CV-1 TABLA DE PERFILES IPR 16"x7" V-1 MCA. DESCRIPCION 53.7 PESO KG/M IPR 16"x7" V-2 67.4 IPR 27"x10" V-7 125.6 IPR 27"x10" V-9 140.3 IPR 27"x10" V-10 151.9 IPR 18"x7 1/2" V-12 96.7 IPR 27"x10" V-13 169.7 IPR 27"x14" V-14 217.3 4 PLACAS 18"x18" C-1 (VER P. C-003) 4 PLACAS 20"x20" C-2 (VER P. C-003) V-18 2 12 TENS-HYL 12 21.32 C-3 V-19 PER 8"x8"x5/16" 47.38 CV-1 PER 4"x4"x1/8" 9.61 IPR 24"x9" V-8 113.4 C = COLUMNA V = VIGA CV = CONTRAVIENTO (*) CONTRAVIENTO SOLO EN EJE H DETALLE B VER P. C-013 DETALLE B VER P. C-010 DETALLE A DETALLE B DETALLE C V-18 V-18 V-18 V-18 V-18 V-18 CV-1 (*) CV-1 (*) CV-1 (*) CV-1 (*) CV-1 (*) CV-1 (*) V-18 V-18 V-18 V-18 V-18 NSE=31.240 6287 5 NSE=34.700 503 CV-1 (*) CV-1 (*) V-18 V-18 V-18 V-18 CV-1 CV-1 CV-1 CV-1 5 5 L P-8 L P-19 L P-8 5 P.T. L P-13 C-3 3 LAMINA CUBIERTA DE 5 5 ESC. 1:10 DETALLE B 2 2 V-18 C COLUMNA L 5 5 5 L P-13 L P-13 C-3 L P-19 L P-8 3 ESC. 1:10 CORTE 2-2 STRUT DE CUBIERTA C COLUMNA L L P-19 P.T. 255 50 C-3 3 LAMINA CUBIERTA DE 5 5 ESC. 1:10 DETALLE A 1 1 V-18 C COLUMNA L L P-13 3 mm ESP. TAPA DE PLACA 5 3 5 5 5 5 L P-13 L P-13 C-3 L P-8 3 ESC. 1:10 CORTE 1-1 STRUT DE CUBIERTA C COLUMNA L (SOLO EN EXTREMOS) 279 V-18 TIPO V-18 3 DETALLE C ESC. 1:7.5 LAMINA CUBIERTA DE P.T. 3 5 5 V-18 L P-16 TIPO C VIGA L 101.5 101.5 L P-16 203 5 5 340 CORTE 3-3 S/E (DE P. C-010 y C-011) (DE P. C-010 y C-011) (DE P. C-010 y C-011) 5 5 5 L P-8 V-18 FACHADA DE LAMINA C-3 (EJE H) 60.00 PER 10"x10"x5/16" C-4 86.46 PER 12"x12"x3/8" 5 5 5 L P-19 5 C CUBIERTA L TIPO TIPO 5 C CUBIERTA L TODAS LA CONEXIONES DE VIGAS A COLUMNAS VER NOTAS GENERALES EN PLANO C-009 DEBERAN SER A MOMENTO, VER PLANO No. 4.- 3.- DIMENSIONES EN MILIMETROS NIVELES EN METROS 1.- 2.- PTR = PERFIL TUBULAR RECTANGULAR IPR = VIGA I DE PERFIL ROLADO TRABAJESE ESTE PLANO EN CONJUNTO CON LOS PLANOS DE REFERENCIA 5.- C-013 P = PLACA L NSE = NIVEL SUPERIOR DE ESTRUCTURA 5 NTP=30.737 P.T. P.T. P.T. P.T. NSE=34.008 P.T. V-10 (EJE G) V-7 (EJE H) V-10 (EJE G) V-7 (EJE H) V-10 (EJE G) V-7 (EJE H) V-6 (EJE G) V-7 (EJE H) 181.76 298.27 P.T. 5 5 P.T. NSE=31.240 10 P.T. 5 NSE=31.240 10 5 5 5 10 TIPO TIPO 10 5 5 L P-8 L P-19 L P-8 5 P.T. L P-13 C-3 3 LAMINA CUBIERTA DE 5 5 ESC. 1:12.5 DETALLE D 2 2 V-18 C COLUMNA L 3 5 5 10 TIPO DETALLE D 5 3 mm ESP. TAPA DE PLACA 6 6 VIGA ARRIOSTRAMIENTO V-1 V-1 V-2 C-5 5 (ARRIOSTRAMIENTO) (ARRIOSTRAMIENTO) (TIPO) ESC. 1:12.5 DETALLE E 5 ESC. 1:12.5 CORTE 4-4 V-1 C COLUMNA Y VIGA L V-2 ATIESADOR PLACA 10 mm ESPESOR 230 L P-16 8 V-1 V-2 5 TIPO ATIESADOR PLACA 10 mm ESPESOR 6 L P-16 230 C COLUMNA L NTP=19.000 4 4 C-5 C-5 DETALLE E V-7 FECHA REVISO FECHA REVISO ESCALA APROBO COTAS FECHA DIBUJO FECHA No. PLANO TITULO ZONA LET. MODIFICACION TAMAÑO APROBO FECHA MM.

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features	A/C
Tags	autocad, beams, building, construction details, DETAIL, details, displays, DWG, industrial, joints, map, metal, stahlrahmen, stahlträger, steel, steel beam, steel frame, structural, structural details, structure en acier, structures, tables, type