Tribune Sports DWG Detail for AutoCAD

Tribune Sports DWG Detail for AutoCAD

DETAIL OF FOUNDATION OF SPORTS TRIBUNE

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

affirmed, bleachers, main, concrete screed, aa cut, compacted fill, dd cut, bb cut, cc cut, brick, foundation detail, vs-confinement, bleacher tile detail, brick wall, asphalt board, flooring, ground natural, grass, slab, affirmed, natural terrain, drainage system, sports tribune, anchor to beam

Raw text data extracted from CAD file:

.40 .80 .15 .80 .15 .15 .80 .15 1.45 1.50 1.00 .80 \A1;1.500 .80 .80 .80 .80 .80 .80 4.00 1.50 2.24 1.50 5.20 3.70 3.75 3.75 3.50 4.80 2.82 .90 1.30 .90 .90 1.20 1.35 4.27 .90 .90 1.10 .90 .90 1.20 .55 2.10 .60 .10 .60 .70 .60 .10 3.80 1.20 .85 .80 .80 .80 .80 .80 3.55 .15 .15 1.20 .90 .10 .90 .10 .90 .10 .90 .10 1.10 .15 .50 4.59 .50 2.27 .80 3.96 2.36 2.36 .75 .90 .90 1.80 .90 .15 .90 .15 .15 .15 .15 .15 3.56 3.56 4.38 1.47 AFIRMADO \A1;.25 \A1;2.92 \A1;3.17 \A1;3.05 \A1;.25 \A1;2.92 \A1;3.17 \A1;3.05 \A1;23.02 \A1;3.75 \A1;.27 \A1;3.75 \A1;3.75 \A1;3.75 \A1;23.02 \A1;3.75 \A1;3.75 \A1;.50 \A1;.30 \A1;.10 \A1;.50 \A1;.40 \A1;.25 \A1;.50 \A1;.30 \A1;.10 \A1;.50 \A1;.40 \A1;.25 \A1;.50 \A1;.30 \A1;.10 \A1;.50 \A1;.40 \A1;.25 \A1;.80 \A1;.25 \A1;.30 \A1;.10 \A1;.50 \A1;.40 \A1;1.20 \A1;.25 \A1;4.39 \A1;23.02 \A1;1.20 \A1;.25 \A1;3.50 \A1;.25 \A1;3.50 \A1;.25 \A1;3.50 \A1;.52 \A1;3.50 \A1;.25 \A1;3.50 \A1;.25 \A1;3.50 \A1;.25 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;3.88 \A1;3.75 \A1;3.75 \A1;.27 \A1;3.75 \A1;3.75 \A1;3.88 \A1;.25 \A1;3.50 \A1;.25 \A1;3.50 \A1;.25 \A1;3.50 \A1;.25 \A1;.25 \A1;3.50 \A1;.25 \A1;3.50 \A1;.25 \A1;3.50 \A1;.25 \A1;.25 \A1;3.92 \A1;3.77 \A1;3.92 \A1;23.02 \A1;.25 \A1;.20 \A1;.15 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.50 \A1;.20 \A1;3.15 \A1;.50 \A1;.40 \A1;.20 \A1;.20 \A1;3.04 \A1;.50 \A1;.10 \A1;.15 \A1;1.20 \A1;.50 \A1;2.70 \A1;2.59 \A1;.25 \A1;.35 \A1;1.00 \A1;.10 \A1;.15 0.50 0.25 \A1;.50 \A1;.15 \A1;1.63 \A1;2.63 \A1;R1.65 \A1;.99 0.50 0.25 \A1;.50 \A1;.20 \A1;1.20 \A1;1.20 \A1;.15 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.60 \A1;.10 \A1;.50 \A1;.20 \A1;4.05 \A1;.40 \A1;.20 \A1;3.04 \A1;.50 \A1;.10 \A1;.15 \A1;1.20 \A1;.50 \A1;3.35 \A1;2.59 \A1;.25 \A1;.35 \A1;.10 \A1;.15 \A1;.50 \A1;.65 \A1;.35 \A1;.20 \A1;1.50 \A1;.10 \A1;.15 \A1;.35 \A1;1.20 \A1;2.90 \A1;R1.65 \A1;1.00 \A1;.20 \A1;3.04 \A1;.25 \A1;.50 \A1;3.09 \A1;1.30 .25 .25 5 5 5 5 5 5 5 h= 1.80 m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA DE GRADAS PRINCIPALES esc.: 1/50 NOTA : ZAPATAS, CIMIENTOS, PISOS, VEREDAS, LOSAS SE APOYARAN SOBRE UN RELLENO COMPACTADO AL 100% DE 0.30 CM, MATERIAL CLASIFICADO TIPO GM 5 5 5 5 5 5 CIMIENTO C° SOLADO CONCRETO SIMPLE 1:10 (C:H) CORTE A-A NTN 0.00 4d5/8 NFE-1.10 RELLENO COMPACTADO d3/8" 1@.05, 5@.10, R@.20 5 5 5 5 5 CIMIENTO C° SOLADO CONCRETO SIMPLE 1:10 (C:H) CORTE D-D NTN 0.00 4d5/8 NFE-1.10 RELLENO COMPACTADO d3/8" 1@.05, 5@.10, R@.20 5 5 5 5 SOLADO CONCRETO SIMPLE 1:10 (C:H) CORTE B-B NFE-1.10 RELLENO COMPACTADO 4d5/8 CIMIENTO C° d3/8" 1@.05, 5@.10, R@.20 NTN 0.00 5 5 5 CIMIENTO C° SOLADO CONCRETO SIMPLE 1:10 (C:H) CORTE C-C RELLENO COMPACTADO 5 5 NFE-1.10 NTN 0.00 LADRILLO LADRILLO 5 5 4d5/8 d3/8" 1@.05, 5@.10, R@.20 5 5 C2 C2 C2 C2 C2 C2 A A A A A A A A A A A A D D D D D C C D D D D D D C2 D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B B B B B B B B B B B B 1 5 2 3 4 5 6 6 7 B A DETALLE CIMENTACION esc.: 1/25 5 5 4d1/2" d1/4" 1@.05, 5@.10, R@.20 VS-CONFINAMIENTO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VS SOBRE CIMIENTO f'c = 175 Kg/cm.2 CIMIENTO 1:10 + 30 % P.G. 5 DETALLE LOSA DE GRADAS PRINCIPALES MURO DE LADRILLO 5 5 5 JUNTA ASFALTICA e = 1" N.L.T.+ 00+20 N.T.N. 0.00 5 d1/4", 1@.05, 5@.10,R@.20 5 5 5 5 SOLADO 5 .50 5 5 NFE-1.60 5 5 4 d 3/8" 4 d 3/8" 4 d 3/8" a .20 4 d 3/8" a .20 CAMA DE ARENA DE 8" MATERIAL DE AFIRMADO 6" 5 5 5 5 5 5 5 pendiente 0.5% gravilla de 1/4" canto rodado de 3/4" terreno natural 0.50 0.50 0.25 0.25 cesped 5 LOSA canto rodado de 3/4" Afirmado gravilla de 1/4" 5 N.L.T.+ 0.00 5 5 Terreno Natural Sistema de Drenaje C2 5 5 TRIBUNA DEPORTIVA esc.: 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VS VIGA DE CIMENTACION f'c = 175 Kg/cm.2 CIMIENTO 1:10 + 30 % P.G. 5 DETALLE LOSA DE GRADAS MURO DE LADRILLO 5 5 N.T.N. 0.00 d1/4", 1@.05, 5@.10,R@.20 5 5 5 5 SOLADO 5 .50 5 5 NFE-1.60 5 5 4 d 3/8" 4 d 3/8" 4 d 3/8" a .20 4 d 3/8" a .20 CAMA DE PIEDRA DE 8" AFIRMADO 5 5 5 5 1.00 5 5 LOSA canto rodado de 3/4" Afirmado gravilla de 1/4" 5 N.L.T.+ 0.00 5 5 Terreno Natural Sistema de Drenaje 5 5 AFIRMADO CAMA DE PIEDRA DE 8" 5 Z-2 d 5/8" @0.175 5 5 ANCLAJE A VIGA 5 5 5 AFIRMADO CAMA DE PIEDRA DE 8" SOLADO VER DETALLE 01 ANCLAJE A VIGA 5 5 Tubo de 2" @ 1.875 \A1;ESC. 1/25 5 5 2Ø5/8" 2Ø1/2" 2Ø1/2" C - 2 \W0.9;Estr. Ø 3/8", 1@.05, 7@.10, 4 @.15 Resto@ 0.20 c/e.

Language	Spanish
Drawing Type	Detail
Category	Entertainment, Leisure & Sports
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, basquetball, cimentacion, court, DETAIL, DWG, feld, field, football, FOUNDATION, golf, sports, sports center, tribune, voleyball