Sea Lader DWG Block for AutoCAD

Sea Lader DWG Block for AutoCAD

Sea lader to ascend and descend safely to the terraces and pits in buildings

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

hip. dg: breakage of the final tensioning cable, average temperature without wind, hip. dc: breakage of the conductor. final tension, with maximum wind, hip. a: initial voltage minimum temperature, approved, wash, asoc works increase production cylinders, in kgs, observations, weight unit., material, denomination, Pos., Cant, reviewed, Drawn, draft:, date, first name, firm, nro.plan provider, Name provider, venezuelan guiana, corporation, cvg, come, bolivar state of venezuela, industrial zone killings, Alum, nro.plano venalum, replaces:, review, Format, do not., review, reviewed, approved, date, scale:, otepi consultants s.a., of the lans of, spaced holding bars mm, buttweld cap, b.w. chap, Std, buttweld seamless cap, b.w. chap, Std, swagelok, whitey, bridal, swagelok, whitey, m.p. globe valve, globe valve, ftx, Oil, ring, ring, round bar, ring, Esc., section, section, pit, wall, Esc., ring, section, Esc., ring, Long, expansion bolts, tip., spaced holding bars mm, Expansion bolt, Long, section, Esc., Expansion bolt, Long, pl mm, section, Esc., round bar, detail, Esc., round bar, detail, Esc., ring, round bar, detail, Esc., Esc., elevation, Long, expansion bolts, oval holes, pl mm, section, Esc., Long, Expansion bolt, detail, Esc., rack, plant level platform, Esc., stairs, section, Esc., railing, section, Esc., Staircase, inspection, Bolts, Esc., section, pl mm, rack, detail, Esc., rack, Skirting board, Skirting board, Skirting board, rack, Skirting board, railing, ring, railing, level, ring, railing, platform, Skirting board, railing, empty, Tip, tip., unless otherwise indicated., all measurements are given in millimeters, corresponds to the elevation of the existing floor plate., all elevations are given in meters level, Notes:, concrete top lift, for location see plans nº, legend:, toc., use bolt holes, by hot dip galvanizing according to the following specifications:, all structural steel elements shall be protected, astm dip coatings on iron, and steel, Astm, Nuts, astm degree, Anchor bolt, Smooth round bars, quality of materials, flat irons, laminated profiles, Astm, expansion type, aisi, astm coatings on iron and steel, Washers, Astm, electrode welding, lifting grid top, tog., Upn, connecting bolts, Astm, rack, Astm, galvanized, direction grid support

Raw text data extracted from CAD file:

HIP. DG: ROTURA DEL CABLE DE GUARDA TENSION FINAL A TEMPERATURA MEDIA SIN VIENTO A TEMPERATURA MEDIA SIN VIENTO HIP. DC: ROTURA DEL CONDUCTOR. TENSION FINAL CON VIENTO MAXIMO HIP. A: TENSION INICIAL A TEMPERATURA MINIMA APROBADO COLADA OBRAS CIVILES/SERV. ASOC. INCREMENTO PRODUCCION CILINDROS 20-01- -3 201205-NNNNNN-XXX-PL-XXX L.V./S.P. EN Kgs OBSERVACIONES PESO UNIT. MATERIAL DENOMINACION POS. CANT. REVISADO DIBUJADO PROYECTO: FECHA NOMBRE FIRMA NRO.PLANO PROVEEDOR NOMBRE PROVEEDOR G C VENEZOLANA DE GUAYANA CORPORACION CVG ven ESTADO BOLIVAR VENEZUELA ZONA INDUSTRIAL MATANZAS alum NRO.PLANO VENALUM SUSTITUYE AL: REVISION FORMATO A1 No. REVISION REVISADO APROBADO FECHA ESCALA: OTEPI Consultores S.A. W.F./R.M. \\Silvestre\data_prj_3 royecto 201205\Archivo del proyecto\28 CAD lanos de Trabajo\DISCIPLINA lanos de Trabajo\201205-NNNNNN-XXX-PL-XXX-RevX A \A1;225 \A1;40 \A1;225 \A1;225 \A1;350 \A1;40° \A1;R=430 \A1;225 \A1;225 \A1;225 \A1;R=345 A \A1;225 \A1;40° \A1;40° \A1;40° \A1;40° \A1;225 \A1;225 \A1;225 \A1;R=345 \A1;225 \A1;40° \A1;40° \A1;40° \A1;40° \A1;350 \A1;40 \A1;350 \A1;40 0 0 \A1;990 \A1;1200 \A1;1100 \A1;1100 \A1;1200 \A1;1200 \A1;2400 \A1;2600 \A1;150 \A1;2400 \A1;150 \A1;2400 \A1;150 \A1;2390 \A1;150 \A1;75 \A1;100 \A1;34 BARRAS DE SUJECION ESPACIADAS A 300 mm (MAX.) \A1;450 \A1;300 1 \A1;25 \A1;50 \A1;50 \A1;125 \A1;25 \A1;50 \A1;50 \A1;125 \A1;25 \A1;50 \A1;50 \A1;125 0 \A1;3 \A1;40 \A1;40 \A1;40 A \A1;150 \A1;40 \A1;70 \A1;40 \A1;45 \A1;100 \A1;40° \A1;40° \A1;40° \A1;R96 \A1;R53 \A1;10465 \A1;50 \A1;10 L C ±0000 \A1;50 \A1;1200 \A1;950 \A1;50 \A1;50 \A1;1120 \A1;600 A \A1;537 \A1;950 \A1;225 \A1;225 \A1;225 \A1;225 \A1;R=345 \A1;40° \A1;40° \A1;40° \A1;315 \A1;240 \A1;1639 \A1;500 \A1;300 \A1;2250 \A1;500 A \A1;450 \A1;650 \A1;30° \A1;1100 \A1;25 \A1;50 \A1;500 \A1;25 \A1;75 \A1;60 \A1;60 \A1;30 \A1;50 \A1;2250 \A1;50 \A1;4014 \A1;1912 \A1;2102 \A1;40 \A1;7° \A1;256 \A1;44 \A1;215 \A1;10 400mm A1ADEV 150LB BUTTWELD CAP B.W. CAP (-) (-) 5 STD CAPBW16 S (-) (-) (29514.28461 6721.62512 0.00000) (29442.91061 6721.62512 0.00000) (29514.28461 6721.62512 0.00000) (29442.91067 6924.82512 0.00000) (0.00000 0.00000 0.00000) CAP3D CAP2D A1ADEV\CAPBW---.A1ADEV 1 CAPBW----16 1 (-) (-) 88.20321181602776 \A1;76 \A1;152 \A1;1000 \A1;1213 \A1;1603 \A1;177 \A1;89 \A1;89 \A1;89 \A1;89 \A1;89 \A1;89 \A1;89 \A1;126 \A1;133 \A1;5313 \A1;127 \A1;181 \A1;290 \A1;303 \A1;257 999.8547598795267 1365.400000000023 1351.54999999993 \A1;35 \A1;105 \A1;27 \A1;605 \A1;537 (-) (-) (-) (-) (-) (-) (-) (-) (-) (-) (-) (-) (-) (0 0 0) (0 0 0) (0 0 0) (0 0 0) (0 0 0) (-) (-) (-) (-) (-) (-) (-) (-) 250mm BB55C2 150LB BUTTWELD SEAMLESS CAP B.W. CAP (-) (-) 5 STD EK 5A S (-) (-) (21366.43636 1551.38964 0.00000) (21312.33436 1551.38964 0.00000) (21366.43636 1551.38964 0.00000) (21312.33440 1687.93964 0.00000) (0.00000 0.00000 0.00000) CAP3D CAP2D BB55C2\CAPBW---.BB55C2 1 CAPBW----10 1 (-) (-) SWAGELOK -400-1-4 -62_S4 WHITEY NUPRO SS-CHS4- -63_S8 SWAGELOK -400-1-4 WHITEY 100mm A1ADEV 150LB 150# R.F. GLOBE VALVE GLOBE VALVE A4R (-) 9 (-) GLBFL4 S (-) (-) (11666.95420 2601.79123 0.00000) (11520.90420 2601.79123 0.00000) (11813.00420 2601.79123 0.00000) (11520.90423 2716.09123 0.00000) (0.00000 0.00000 0.00000) GLOBE3D GLOBE2D A1ADEV\GLBFL---.A1ADEV 1 GLBFL----4 1 (-) (-) \A1;88 \A1;1000 \A1;1365 \A1;1352 8-8 FTX ISO4017-M8x16-1 ISO4017-M8x16-1 ISO4017-M8x16-1 ISO4017-M8x16-1 ISO4017-M8x16-1 ISO4017-M8x16-1 ISO4017-M8x16-1 ISO4017-M8x16-1 ISO4017-M8x16-1 T 4 F5BU OIL 4-4 GBU-S 6 FBU-S \A1;40 \A1;663 \A1;1200 TOC-10.725 V2 E E PL 40x6 ANILLO "A" ANILLO "B" TOC-0.160 ANILLO "B" ANILLO "B" BARRA REDONDA ANILLO "A" (MACIZA) d 1" PL 75x6 5 5 5 5 5 5 R=430 ESC. 1:10 SECCION A-A 5 SECCION B-B 5 FOSA PARED ESC. 1:10 ANILLO "B" PL 75x6 5 R=345 A A B B 5 5 5 5 5 PL 40x6 (TIP.) 5 SECCION C-C 5 ESC. 1:10 (TIP.) PL 10mm 5 5 R=345 5 5 5 5 ANILLO "B" PL 75x6 PL 40x6 (TIP.) C C d 3/4" x 6" LONG. PERNOS DE EXPANSION (CANT. 2) 5 5 5 5 TIP. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 34 BARRAS DE SUJECION ESPACIADAS A 300 mm (MAX.) 5 5 3 F PERNO DE EXPANSION d 3/4" x 6" LONG. F SECCION E-E ESC. 1:10 5 5 5 5 5 5 5 5 5 5 5 5 PERNO DE EXPANSION d 3/4" x 6" LONG. PL 10 mm V2 6 SECCION F-F ESC. 1:5 5 (MACIZA) d 1" BARRA REDONDA V2 DETALLE 3 ESC. 1:2.5 1 2 V2 5 BARRA REDONDA (MACIZA) d 1" DETALLE 1 ESC. 1:5 PL 75x6 ANILLO "C" BARRA REDONDA (MACIZA) d 1" 5 DETALLE 2 ESC. 1:5 V2 5 5 ESC. 1:20 ELEVACION 5 3 (TIP.) PL 10mm 5 J J 5 (CANT. 2) d 3/4" x 6" LONG. PERNOS DE EXPANSION 5 5 5 AGUJEROS OVALADOS (VERTICALES) 5 5 (TIP.) PL 10 mm SECCION J-J ESC. 1:5 5 5 5 5 5 5 5 5 d3/4" LONG. 6" c/500 PERNO DE EXPANSION V4 V1 DETALLE 5 ESC. 1:10 REJILLA PLANTA NIVEL PLATAFORMA ESC. 1:25 5 5 5 5 5 5 5 G G ESCALERA 5 SECCION G-G ESC. 1:20 5 5 V1 D D 5 5 5 BARANDA V3 5 R=345 5 PL 40x6 (TIP.) 5 5 5 5 SECCION D-D ESC. 1:10 TOG-4.500 TOG-4.500 TOG-4.500 ESCALERA DE INSPECCION <> 5 5 5 5 PERNOS d5/8" c/500 TOG-4.500 ESC. 1:10 SECCION H-H V3 V3 TOG-4.500 V1 H H 5 5 5 5 PL 10 mm c/300 5 V4 V1 REJILLA V1 5 DETALLE 4 ESC. 1:10 4 REJILLA 5 PL 100x6 RODAPIE 5 5 RODAPIE PL100x6 PL100x6 RODAPIE V3 5 5 5 V2 6 5 5 V4 REJILLA RODAPIE PL 100x6 V1 V1 V1 V1 V1 1"x3/16" BARANDA 5 5 5 5 V3 5 PL 105x75x6 5 PL 75x6 ANILLO "C" 5 5 5 BARANDA NIVEL ANILLO "C" BARANDA PLATAFORMA 5 PL 100x6 RODAPIE 5 5 5 V1 BARANDA V1 V1 V1 V1 5 5 VACIO 5 5 TIP 5 5 TIP. 5 5 5 5 SALVO QUE SE INDIQUE DE OTRA MANERA. 1.- TODAS LAS MEDIDAS ESTAN DADAS EN MILIMETROS CORRESPONDE A LA ELEVACION +48.50 DE LA PLACA DE PISO EXISTENTE. 2.- TODAS LAS ELEVACIONES ESTAN DADAS EN METROS Y EL NIVEL ±0.00 NOTAS: = ELEVACION TOPE DE CONCRETO 3.- PARA UBICACION VER PLANOS Nº 201205-002012-GEN-PL-001 Y 201205-102012-010-PL-001. LEYENDA: TOC. 4.- USAR AGUJEROS d15/16" PARA PERNOS d3/4" MEDIANTE GALVANIZADO EN CALIENTE SEGUN LAS SIGUIENTES ESPECIFICACIONES: 5.- TODOS LOS ELEMENTOS DE ACERO ESTRUCTURAL DEBERAN SER PROTEGIDOS ASTM A123, "ZINC (HOT DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS" ASTM A-36 TUERCAS ASTM A563 GRADO A PERNO DE ANCLAJE BARRAS REDONDAS LISAS CALIDAD DE LOS MATERIALES PLANCHAS Y PLETINAS PERFILES LAMINADOS ASTM A-36 ASTM A-36 TIPO EXPANSION Fy= 2530 kg/cm Fy= 2530 kg/cm Fy= 2530 kg/cm 2 2 2 AISI 1038 ASTM A153, "ZINC (HOT DIP) COATINGS ON IRON AND STEEL HARDWARE" ARANDELAS ASTM F436 ELECTRODO SOLDADURA E70XX = ELEVACION TOPE DE REJILLA TOG. = UPN 140 V1 PERNOS DE CONEXION ASTM A-307 = L75x75x8 V2 = L65x65x6 V3 = L120x120x10 V4 REJILLA 1"x3/16" ASTM A-569 ANTIRRESBALANTE, GALVANIZADA DIRECCION APOYO DE REJILLA

Language	Spanish
Drawing Type	Block
Category	Stairways
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, buildings, degrau, DWG, échelle, escada, escalier, étape, ladder, leiter, sea, staircase, stairway, step, stufen, terraces, treppe, treppen