Industrial Facade Structure DWG Block for AutoCAD

Industrial Facade Structure DWG Block for AutoCAD

This map shows the structure of a building called crystallization.

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., spaces of, spaces of, spaces of, 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, spaces of, spaces of, spaces of, spaces of, spaces of, notes, nomenclature, p.t., work point, in itself, upper level of structure, ntp, top profile level, facade structure, profile table, ipr, Mca., description, weight, ipr, ipr, ipr, plates, per, per, beam, windbreaker, column, lifting axes, esc., tacho, tacho, variable, roof structure, see p., see p., see p., see p., see p., shaft facade structure, building, spaces of, esc., existing, shaft facade structure, esc., lime color blue, facade of lamina pintro, shaft facade structure, esc., shaft facade structure, esc., lime color blue, facade of lamina pintro, ipr, gone, see p., see p., see p., see p., lime color blue, facade of lamina pintro, spaces of, see p., see p., lime color blue, facade of lamina pintro, building, existing, spaces of, per, see p., reference planes, description, do not. plan, structural elevations of, roof plant structure, cuts structure details, axle only, spaces of, all the connections of beams columns, see general notes in plan, should be seeing flat not., dimensions in millimeters, levels in meters, this plan in conjunction with the, reference planes, ipr, ipr, ipr, ipr, after, npt, finished floor level, ligapolin, crossbar, strut, plant structure, ipr, bracing beam, plates, notes, nomenclature

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;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;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;42000 \A1;4020 \A1;5730 \A1;4380 \A1;4870 \A1;3695 \A1;5450 \A1;VARIABLE \A1;6287 \A1;2000 \A1;2000 \A1;2000 \A1;30000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;1796 \A1;3720 \A1;1924 \A1;100 \A1;4 ESPACIOS DE \A1;1250=5000 \A1;2000 \A1;2000 \A1;2000 \A1;1200 \A1;3000 \A1;3000 \A1;1000 \A1;1000 \A1;797 \A1;30000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;3720 \A1;6790 \A1;3460 \A1;2000 \A1;2000 \A1;2000 \A1;100 \A1;4 ESPACIOS DE \A1;1250=5000 \A1;1200 \A1;1000 \A1;1000 \A1;797 \A1;2000 \A1;2000 \A1;2000 \A1;6000 \A1;6000 \A1;3720 \A1;1796 \A1;1924 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;9558 \A1;100 \A1;4 ESPACIOS DE \A1;1250=5000 \A1;1200 \A1;1000 \A1;1000 \A1;797 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;100 \A1;4 ESPACIOS DE \A1;1250=5000 \A1;1200 \A1;1000 \A1;1000 B R-B \A1;6790 \A1;3460 \A1;2000 \A1;2000 \A1;2000 \A1;100 \A1;4 ESPACIOS DE \A1;1250=5000 \A1;1200 \A1;1000 \A1;1000 \A1;797 \A1;6000 \A1;6000 \A1;3720 \A1;2000 \A1;2000 \A1;2000 \A1;1796 \A1;1924 \A1;1200 \A1;3000 \A1;3000 \A1;1000 \A1;1000 \A1;797 \A1;30000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;3720 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;9558 \A1;100 \A1;4 ESPACIOS DE \A1;1250=5000 \A1;1200 \A1;1000 \A1;1000 \A1;797 \A1;1796 \A1;3720 \A1;1924 \A1;100 \A1;4 ESPACIOS DE \A1;1250=5000 \A1;2000 \A1;2000 \A1;2000 \A1;2000 \A1;2000 \A1;2000 \A1;100 \A1;4 ESPACIOS DE \A1;1250=5000 \A1;1200 \A1;1000 \A1;1000 \A1;6287 \A1;30000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;4020 \A1;5730 \A1;4380 \A1;4870 \A1;3695 \A1;5450 \A1;VARIABLE \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;6000 \A1;42000 NOTAS NOMENCLATURA P.T. = PUNTO DE TRABAJO NSE = NIVEL SUPERIOR DE ESTRUCTURA NTP = NIVEL TOPE DE PERFIL ESTRUCTURA DE FACHADAS C-012 TABLA DE PERFILES IPR 16"x7" V-1 MCA. DESCRIPCION 53.7 PESO KG/M IPR 27"x10" V-7 125.6 IPR 24"x7" V-5 82.0 IPR 27"x14" V-14 217.3 4 PLACAS 18"x18" C-1 (VER P. C-003) C-3 V-19 PER 8"x8"x5/16" 47.38 CV-1 PER 4"x4"x1/8" 9.61 V = VIGA CV = CONTRAVIENTO C = COLUMNA ELEVACION EJES 6 7 ESC. 1:125 TACHO 1 A B C D E F G H 5 5 5 5 5 5 5 5 NTP=19.000 NPT=0.000 TACHO 2 TACHO 3 TACHO 4 TACHO 5 5 5 5 5 C-1 PB-1 V-1 (EJE 7) V-4 (EJE 7) C-1 PB-1 PB-1 C-1 PB-1 C-1 PB-1 C-1 PB-1 C-1 PB-1 C-1 PB-1 V-1 (EJE 7) V-4 (EJE 7) V-1 (EJE 7) V-4 (EJE 7) V-1 (EJE 7) V-4 (EJE 7) V-1 (EJE 7) V-4 (EJE 7) V-1 (EJE 7) V-7 V-1 (EJE 7) V-5 V-1 (EJE 7) V-14 V-1 (EJE 7) V-5 V-1 (EJE 7) NTP=14.130 NTP=9.750 NTP=4.020 5 5 VARIABLE NTP=24.450 V-17 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 V-14 V-7 V-7 V-7 V-7 V-1 (EJE 7) V-1 (EJE 7) V-1 (EJE 7) V-1 (EJE 7) 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 CV-1(*) CV-1(*) DETALLE B VER P. C-010 DETALLE A VER P. C-009 DETALLE C VER P. C-010 DETALLE B VER P. C-009 V-18(*) CV-1(*) CV-1(*) CV-1(*) CV-1(*) 6287 5 6 7 8 9 10 5 5 5 5 5 5 NTP=24.450 L-1 ESTRUCTURA FACHADA EJE F 5 5 EDIFICIO 5 4 A-3 ST-1 ST-1 ST-1 5 4 ESPACIOS DE \X1250=<> ESC. 1:125 EXISTENTE (TIPO) 5 5 5 (TIPO) LP-1(TIPO) ESTRUCTURA FACHADA EJE H ESC. 1:125 R-101 CAL 26 COLOR AZUL FACHADA DE LAMINA PINTRO ESTRUCTURA FACHADA EJE A ESC. 1:125 ESTRUCTURA FACHADA EJE 7 ESC. 1:125 5 5 5 (TIPO) R-101 CAL 26 COLOR AZUL FACHADA DE LAMINA PINTRO L-1 (TIPO) ST-1 ST-1 ST-1 ST-1 ST-1 LP-1(TIPO) IPR 18"x7 1/2" V-12 96.7 L-1 4.53 LP-1 Fo Rdo d=10 0.59 ST-1 6 TENS-HYL 14 2 6 TENS-HYL 14 9.06 V-18(*) V-18(*) V-18(*) V-18(*) V-18(*) V-18(*) V-18 2 12 TENS-HYL 12 21.32 11 11 VER P. C-014 14 14 VER P. C-014 15 VER P. C-014 15 16 16 VER P. C-014 5 5 5 A-3 A-3 5 5 5 5 6 7 8 9 10 5 5 5 5 5 5 5 NTP=24.450 4 NSE=31.240 5 5 NSE=34.700 L-1 A-3 ST-1 ST-1 ST-1 (TIPO) R-101 CAL 26 COLOR AZUL FACHADA DE LAMINA PINTRO A-3 A-3 5 5 5 (TIPO) A-3 ST-1 A-3 A-3 5 4 ESPACIOS DE \X1250=<> 5 5 5 5 C-014 LP-1(TIPO) VER P. DETALLE G VER P. C-014 5 6 7 5 5 5 4 L-1 A-3 ST-1 ST-1 (TIPO) R-101 CAL 26 COLOR AZUL FACHADA DE LAMINA PINTRO A-3 5 5 5 (TIPO) LP-1(TIPO) NTP=24.450 5 5 EDIFICIO EXISTENTE A B C D E F 5 5 5 5 5 5 NTP=24.450 5 4 ESPACIOS DE \X1250=<> 5 5 5 5 60.00 PER 10"x10"x5/16" 17 VER P. C-014 17 PLANOS DE REFERENCIA DESCRIPCION No. DE PLANO ELEVACIONES ESTRUCTURALES 1 DE 3 C-009 ESTRUCTURA PLANTA DE CUBIERTA C-008 CORTES Y DETALLES DE ESTRUCTURA C-014 V-24 (EJE 6) V-24 (EJE 6) V-6 (EJE 6) V-7 (EJE 6) V-7 (EJE 6) V-7 (EJE 6) V-7 (EJE 6) V-8 (EJE 6) V-8 (EJE 6) V-8 (EJE 6) V-5 (EJE 6) V-5 (EJE 6) V-2 (EJE 6) CV-1(*) V-2 (EJE 6) V-2 (EJE 6) V-2 (EJE 6) V-2 (EJE 6) V-2 (EJE 6) V-2 (EJE 6) CV-1(*) CV-1(*) CV-1(*) CV-1(*) (*) SOLO EN EJE 7 ST-1 5 4 ESPACIOS DE \X1250=<> 5 5 5 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.- TRABAJESE ESTE PLANO EN CONJUNTO CON LOS PLANOS DE REFERENCIA 5.- C-013 IPR 16"x7" V-2 67.4 IPR 24"x9" V-6 101.6 IPR 27"x10" V-10 151.9 IPR 16"x7" V-17 74.4 A-3 APS 2 1/2"x2 1/2"x1/4" 6.10 NPT = NIVEL DE PISO TERMINADO LP = LIGAPOLIN L = LARGUERO ST = STRUT ESTRUCTURA PLANTA NTP=4.020 C-003 IPR 30"x10 1/4" V-24 147.4 181.76 VIGA ARRIOSTRAMIENTO (TIPO) C-1A (EJE 6) C-1 (EJE 7) 4 PLACAS 18"x18" C-1A (VER P. C-003) 225.09 NOTAS NOMENCLATURA P.T. = PUNTO DE TRABAJO NSE = NIVEL SUPERIOR DE ESTRUCTURA NTP = NIVEL TOPE DE PERFIL ESTRUCTURA DE FACHADAS 06-PL-07-1305-H012-Z10 TABLA DE PERFILES IPR 16"x7" V-1 MCA. DESCRIPCION 53.7 PESO KG/M IPR 27"x10" V-7 125.6 IPR 24"x7" V-5 82.0 IPR 27"x14" V-14 217.3 4 PLACAS 18"x18" C-1 (VER P. C-003) C-3 V-19 PER 8"x8"x5/16" 47.38 CV-1 PER 4"x4"x1/8" 9.61 V = VIGA CV = CONTRAVIENTO C = COLUMNA ELEVACION EJES 6 7 ESC. 1:125 TACHO 1 A B C D E F G H 5 5 5 5 5 5 5 5 NTP=19.000 NPT=0.000 TACHO 2 TACHO 3 TACHO 4 TACHO 5 5 5 5 5 C-1 PB-1 V-1 (EJE 7) V-4 (EJE 7) C-1 PB-1 PB-1 C-1 PB-1 C-1 PB-1 C-1 PB-1 C-1 PB-1 C-1 PB-1 V-1 (EJE 7) V-4 (EJE 7) V-1 (EJE 7) V-4 (EJE 7) V-1 (EJE 7) V-4 (EJE 7) V-1 (EJE 7) V-4 (EJE 7) V-1 (EJE 7) V-7 V-1 (EJE 7) V-5 V-1 (EJE 7) V-14 V-1 (EJE 7) V-5 V-1 (EJE 7) NTP=14.130 NTP=9.750 NTP=4.020 5 5 VARIABLE NTP=24.450 V-17 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 V-14 V-7 V-7 V-7 V-7 V-1 (EJE 7) V-1 (EJE 7) V-1 (EJE 7) V-1 (EJE 7) 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 CV-1(*) CV-1(*) DETALLE B VER P. C-010 DETALLE A VER P. C-009 DETALLE C VER P. C-010 DETALLE B VER P. C-009 V-18(*) CV-1(*) CV-1(*) CV-1(*) CV-1(*) 6287 5 6 7 8 9 10 5 5 5 5 5 5 NTP=24.450 L-1 ESTRUCTURA FACHADA EJE F 5 5 EDIFICIO 5 4 A-3 ST-1 ST-1 ST-1 5 4 ESPACIOS DE \X1250=<> ESC. 1:125 EXISTENTE (TIPO) 5 5 5 (TIPO) LP-1(TIPO) ESTRUCTURA FACHADA EJE H ESC. 1:125 R-101 CAL 26 COLOR AZUL FACHADA DE LAMINA PINTRO ESTRUCTURA FACHADA EJE A ESC. 1:125 ESTRUCTURA FACHADA EJE 7 ESC. 1:125 5 5 5 (TIPO) R-101 CAL 26 COLOR AZUL FACHADA DE LAMINA PINTRO L-1 (TIPO) ST-1 ST-1 ST-1 ST-1 ST-1 LP-1(TIPO) IPR 18"x7 1/2" V-12 96.7 L-1 4.53 LP-1 Fo Rdo d=10 0.59 ST-1 6 TENS-HYL 14 2 6 TENS-HYL 14 9.06 V-18(*) V-18(*) V-18(*) V-18(*) V-18(*) V-18(*) V-18 2 12 TENS-HYL 12 21.32 11 11 VER P. C-014 14 14 VER P. C-014 15 VER P. C-014 15 16 16 VER P. C-014 5 5 5 A-3 A-3 5 5 5 5 6 7 8 9 10 5 5 5 5 5 5 5 NTP=24.450 4 NSE=31.240 5 5 NSE=34.700 L-1 A-3 ST-1 ST-1 ST-1 (TIPO) R-101 CAL 26 COLOR AZUL FACHADA DE LAMINA PINTRO A-3 A-3 5 5 5 (TIPO) A-3 ST-1 A-3 A-3 5 4 ESPACIOS DE \X1250=<> 5 5 5 5 C-014 LP-1(TIPO) VER P. DETALLE G VER P. C-014 5 6 7 5 5 5 4 L-1 A-3 ST-1 ST-1 (TIPO) R-101 CAL 26 COLOR AZUL FACHADA DE LAMINA PINTRO A-3 5 5 5 (TIPO) LP-1(TIPO) NTP=24.450 5 5 EDIFICIO EXISTENTE A B C D E F 5 5 5 5 5 5 NTP=24.450 5 4 ESPACIOS DE \X1250=<> 5 5 5 5 60.00 PER 10"x10"x5/16" 17 VER P. C-014 17 PLANOS DE REFERENCIA DESCRIPCION No. DE PLANO ELEVACIONES ESTRUCTURALES 1 DE 3 C-009 ESTRUCTURA PLANTA DE CUBIERTA C-008 CORTES Y DETALLES DE ESTRUCTURA C-014 V-24 (EJE 6) V-24 (EJE 6) V-6 (EJE 6) V-7 (EJE 6) V-7 (EJE 6) V-7 (EJE 6) V-7 (EJE 6) V-8 (EJE 6) V-8 (EJE 6) V-8 (EJE 6) V-5 (EJE 6) V-5 (EJE 6) V-2 (EJE 6) CV-1(*) V-2 (EJE 6) V-2 (EJE 6) V-2 (EJE 6) V-2 (EJE 6) V-2 (EJE 6) V-2 (EJE 6) CV-1(*) CV-1(*) CV-1(*) CV-1(*) (*) SOLO EN EJE 7 ST-1 5 4 ESPACIOS DE \X1250=<> 5 5 5 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.- TRABAJESE ESTE PLANO EN CONJUNTO CON LOS PLANOS DE REFERENCIA 5.- C-013 IPR 16"x7" V-2 67.4 IPR 24"x9" V-6 101.6 IPR 27"x10" V-10 151.9 IPR 16"x7" V-17 74.4 A-3 APS 2 1/2"x2 1/2"x1/4" 6.10 NPT = NIVEL DE PISO TERMINADO LP = LIGAPOLIN L = LARGUERO ST = STRUT ESTRUCTURA PLANTA NTP=4.020 C-003 IPR 30"x10 1/4" V-24 147.4 181.76 VIGA ARRIOSTRAMIENTO (TIPO) C-1A (EJE 6) C-1 (EJE 7) 4 PLACAS 18"x18" C-1A (VER P. C-003) 225.09

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features	A/C
Tags	autocad, block, building, called, DWG, facade, facades, industrial, map, shows, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure, structure en acier