Floating Ponton DWG Block for AutoCAD

Floating Ponton DWG Block for AutoCAD

Floating bridges are basically a board resting on a series of floating elements that serve to keep a more or less fixed position. This design was developed in the Peruvian jungle; under standards RNC

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

typ., extra strong tube, aa, ii, tube estd., detail ventilation, pontoon, tip., elbow estd., assemble package, introducing, one inside, ff, bb, cc, cable type, standard tube, gg, extra tube, strong, jj, dd, ee, hh, of the other, entrance plant, section jj, plant, floating pontoon, ventilation pipe, bita, man-hole entrance, support plate, bite reinforcement, detail cc, income, item, material, denomination, cant, weight, total, unless indicated., notes:, the holes are not shown for the fixation, of the mooring plates and the winches, the, and the adjustment of the location of the anchors., thickness equal to the thickness of the smaller plate, of the pontom

Raw text data extracted from CAD file:

TYP. \A1;510 \A1;300 \A1;600 \A1;600 \A1;300 \A1;300 \A1;76,2 \A1;76,2 \A1;76,2 \A1;76,2 \A1;100 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;100 \A1;1950 \A1;420 \A1;2000 \A1;150 \A1;300 \A1;400 \A1;800 \A1;150 \A1;75 \A1;200 \A1;1450 \A1;200 \A1;275 \A1;600 \A1;600 \A1;1200 \A1;60 \A1;150 \A1;70 \A1;400 \A1;25.4 \A1;\U+2205350 \A1;12.7 \A1;400 \A1;25,4 \A1;\U+2205350 \A1;12,7 \A1;400 \A1;400 \A1;800 \A1;250 \A1;250 \A1;1978 \A1;350 \A1;175 \A1;175 \A1;2300 \A1;8 \A1;31,8 \A1;31,8 \A1;625 \A1;500 \A1;40 \A1;70 \A1;40 \A1;150 \A1;50 \A1;100 \A1;150 \A1;12,7 N \A1;2640 \A1;2100 16 16 TUBO d8 3/4" TUBO EXTRA STRONG 21 (*).025x9.5 L P 22 23 4.601886542731776 4.601886542731776 4.601886542731776 4.601886542731776 4.601886542731776 4.601886542731776 1 1 7 6 7 1 DET. 2 7 4.601886542731776 4.601886542731776 4.601886542731776 4.601886542731776 -760x760x6 76.2x9.5x1950 4 3 76.2x9.5x250 P L 6 -2.211486872988061 -2.211486872988061 -2.211486872988061 -2.211486872988061 -2.211486872988061 -2.211486872988061 -2.211486872988061 -2.211486872988061 -2.211486872988061 9.238765743678798 (3 UNIDADES) 1:20 A A A-A 1:20 5 d1/2"(TIP.) 8 PERNOS L-4"x3"x5/16"x752 (TIP.) 1 (TIP.) d3/4"x400 2 L-1"x1"x1/4"x772 DETALLE 1 1:20 5 DET.1 9.238765743678798 0.3436415048853405 0.3436415048853405 0.0 0.0 1:20 800x300x25,4 8 DETALLE 3 1:20 I-I TUBO ESTD. TUBO ESTD. (3 UNIDADES) DETALLE VENTILACION DEL PONTON 150 75 200 TIP. d1 1/2"x70 1:10 TIP. CODO ESTD. 13 11 12 14 d1 1/2" TUBO ESTD. d1 1/2"x160 d1 1/2"x35 5 5 275 5 5 5 DE 2 LLANTAS ARMAR PAQUETE INTRODUCIENDO UNA EN EL INTERIOR d5/8"x270 (58 UNIDADES) DETALLE 4 1:20 F-F 1:20 F I I F B-B 1:75 C-C 1:10 1750 Long. CABLE TIPO BOA d5/8"x (2 UNIDADESEN UNA) LLANTA d±1000 20 16 15 15 DET. 5 TUBO ESTANDAR 18 -0.0223508511264896 -0.0223508511264896 17 -150x60x6.5 P L 0.3164418719366324 18 17 3 TIP. G 17 G (58 UNIDADES) DETALLE 5 1:5 G-G 1:5 d2"x100 10 9 (3 UNIDADES) 16 12 400 25.4 d8 3/4"x12.7x368 TUBO EXTRA 0.0 d350x32 L- 10 P 12.7 9 STRONG 8 0.0 0.0 d8 3/4"x12.7x368 TUBO EXTRA 0.0111833250571465 d350x32 L- 10 P 0.0 9 STRONG 8 0.0 0.0 0.0 0.0 0.0 5 0.0 -0.0644848297633587 -0.0644848297633587 E6011 %%126 TIP. 1:20 J-J -1978x350x16 P L 6A J J %%126 6A 6A 6A 0.0 0.1320213645601491 0.1320213645601491 -2300x1250x31,8 P L 19 (VER NOTA 2) TIP. -0.1115904588057397 -2300x1250x31,8 P L 19 (VER NOTA 2) -0.1115904588057397 -0.1115904588057397 -1750x1000x25,4 P L 19A -1978x1000x25,4 P L 19B 19B %%126 D-D 1:20 E-E 1:20 -0.6082371668370925 -0.6082371668370925 -0.6082371668370925 -0.6082371668370925 -0.6082371668370925 -0.6082371668370925 TIP. 5 12,7 -150x100x12,7 L P 18A DET. 6 DETALLE 6 1:10 H-H 1:10 H H DE LA OTRA PLANTA INGRESO 5 2100 -4"x4"x1/2"x1980 25 L -4"x4"x1/2"x2540 26 %% DETALLE 7 1:50 -4"x4"x1/2"x1980 25 L -4"x4"x1/2"x2540 26 L TIP. TIP. 24 24 DETALLE 2 1:20 TIP. 26 25 SECCION J-J 1:50 J J 24 GRAPAS d5/8" (92 UNIDADES) 27 E7018 8 E6011 E7018 7 TYP. TIP. 5-10 5-10 8 8 8 GRAPAS d5/8" (92UNIDADES) 27 TYP. TYP. 1350 PLANTA 1 2 3 4 PONTON FLOTANTE ELEVACION 1 ELEVACION 2 D D \A1;d350 \A1;X Especificar \A1;X Especificar \A1;X Especificar \A1;X Especificar \A1;X Especificar \A1;X Especificar \A1;X Especificar \A1;X Especificar \A1;X Especificar \A1;X Especificar \A1;X Especificar \A1;X Especificar \A1;X Especificar \A1;25000 \A1;X Especificar \A1;1000 \A1;X Especificar \A1;X Especificar \A1;2500 1500 \A1;1250 \A1;1250 \A1;2500 \A1;25000 \A1;1500 \A1;1000 \A1;1250 \A1;1250 \A1;1250 \A1;1250 \A1;1250 \A1;1250 \A1;1250 \A1;1250 \A1;1250 \A1;1250 \A1;1250 \A1;1250 \A1;1250 \A1;1250 \A1;2500 \A1;2500 \A1;2500 \A1;2500 \A1;2500 \A1;2500 \A1;2500 \A1;2500 \A1;2500 1500 \A1;510 \A1;300 \A1;500 \A1;500 \A1;500 \A1;300 \A1;300 \A1;300 \A1;25000 \A1;8000 TUBO DE VENTILACION BITA ENTRADA MAN-HOLE TUBO EXTRA STRONG d9 5/8" x 12.7x368 PL- d350x32 TUBO DE VENTILACION TUBO EXTRA STRONG d9 5/8" x 3750 TUBO DE VENTILACION BITA BITA PLACA DE SOPORTE-2500x1250x31.8 TUBO EXTRA STRONG d9-5/8" x 3750 TUBO DE VENTILACION TUBO EXTRA STRONG d9 5/8" x 3750 PLACA DE SOPORTE TUBO DE VENTILACION REFUERZO EN BITA E E DETALLE C-C INGRESO INGRESO BITA \A1; INGRESO DETALLE C-C ITEM KGS/ MATERIAL DENOMINACION CANT KGS/ PESO TOTAL 8 7 6 5 4 2 1 L-1"x1"x1/4"x772 PERNO d12,7"x55+ TUERCA EXAGONAL + 3 12 3 24 12 12 9 TUBO EXTRA STRONG 3 PESO TOTAL: 8964.00 Kg 10 11 TUBO STD. d1 1/2"x160 12 6 3 3 3 13 14 15 16 17 18 19 L-4"x3"x5/16"x752 d3/4"x400 250x76,2x9,5 1950x76,2x9,5 ARAND. DE PRESION d20 P L-760x760x6 P L-800x300x25,4 d8 3/4"x12,7x368 d350x32 CODO STD. d1 1/2" TUBO STD. d1 1/2"x70 TUBO STD. d1 1/2"x35 d5/8"x270 CABLE TIPO BOA d5/8"x1750 P L-150x60x6,5 TUBO STD. d2"x100 P L-2300x1350x31,8 6 21 3 3 46 23 92 46 2 20 LLANTA d±1000 46 0,40 0,65 0,28 0,14 24,17 26,50 0,99 0,08 8,06 1,42 11,08 1.- MEDIDAS EN MILIMETROS SALVO INDICADO. NOTAS: 21 TUBO EXTRA STRONG d8 3/4"x12,7x368 22 TUBO EXTRA STRONG d8 3/4"x12,7x368 P L-(*).025x9,5 23 2 56 1 27,20 1,71 47,85 0,43 1,71 0,46 0,54 717.64 1,86 1114,89 90,26 NO SE MUESTRAN LOS AGUJEROS PASANTES PARA LA FIJACION DE LAS PLACAS DE AMARRE Y LOS CABRESTANTES, LOS QUE SE DEFINIRAN DE ACUERDO AL SUMINISTRO (WINCHES) Y EL AJUSTE DE LA UBICACION DE LOS ANCLAJES. 2.- 6A 6 P L-1978x350x16 86,95 19A P L-1750x1000x25,4 2 348,93 19B P L-1978x1000x25,4 2 394,39 18A P L-150x100x12,7 46 1,47 24 P L-2640x2100x31,8 2 1383,95 2767,84 104,16 1114,89 388,84 788,78 697,86 1435.38 67.7 24.9 42.5 39.5 19.80 0,42 0,84 2,40 1,95 72,51 79,50 143,55 20,52 521,70 81,60 1,92 66,48 17,04 20,79 96,72 4 L-4"x4"x1/2"x1980 ASTM A36 37,72 150,88 25 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 ASTM A36 4 L-4"x4"x1/2"x2540 ASTM A36 48,39 193,56 26 L- ESPESOR IGUAL AL ESPESOR DE LA PLANCHA MENOR 3.- PARA LAS UNIONES CON SOLDADURA, EMPLEAR FILETE CON UN 92 GRAPAS DE Ø 5/8 " 27 ASTM A36 DEL PONTOM 4.- SE SOLDARAN LAS PLANCHAS (58 UND) E 3/8" AL CASCO Ø 9 5/8" E=1/2" 5.- SOBRE LAS PLANCHAS DE 3/8" SE COLOCARA Y SOLDARA DE ACABADO CON E-7018 6.- EL PRIMER PASE SERA CON SOLDADURA E-6011 Y EL PASE FORMATO A1

Language	Spanish
Drawing Type	Block
Category	Transportation & Parking
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, board, bridges, doca, dock, DWG, elements, fixed, floating, hafen, kai, port, porto de cais, quai, seaport, series, serve, wharf