Detail Bleachers DWG Plan for AutoCAD

Detail Bleachers DWG Plan for AutoCAD

IN THIS PLAN ARE PRESENTED STRUCTURAL DETAILS FOR CUTTING SLAB IN A SPORTY bleachers.

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

reinforced concrete wall, section, abutment, foundation, girder, summary table of columns and beams, sidewalk, cut aa, reinforced concrete slab, affirmed, filling, bb cutting, reinforced foundation beam, seat trim, cc cut, dd cut, cut xx, cut and and, ground, compacted, natural, affirmed compacted, detail steel graderias

Raw text data extracted from CAD file:

\A1;38.32 \A1;1.35 \A1;1.35 \A1;.15 \A1;.40 \A1;.50 \A1;.45 \A1;.15 \A1;.40 \A1;.50 \A1;.45 \A1;.15 \A1;.40 \A1;.50 \A1;.45 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.30 \A1;0.20 \A1;0.20 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.15 \A1;1.20 \A1;.40 \A1;.40 \A1;.60 \A1;.60 \A1;.08 \A1;.10 \A1;.10 \A1;.15 \A1;1.20 \A1;.40 \A1;.40 \A1;.60 \A1;.60 \A1;.10 \A1;.10 \A1;.15 \A1;1.20 \A1;.40 \A1;.40 \A1;.60 \A1;.60 \A1;.10 \A1;.10 \A1;4.83 \A1;4.55 \A1;4.95 \A1;4.71 \A1;4.71 \A1;4.95 \A1;4.55 \A1;4.83 \A1;.25 \A1;4.70 \A1;.25 \A1;4.30 \A1;.25 \A1;4.70 \A1;.25 \A1;4.46 \A1;.25 \A1;4.59 \A1;.25 \A1;4.70 \A1;.25 \A1;4.30 \A1;.25 \A1;4.58 \A1;.25 \A1;.25 \A1;1.10 \A1;.25 \A1;1.10 \A1;.15 \A1;.40 \A1;.50 \A1;.45 \A1;.65 \A1;.65 \A1;.65 \A1;.48 \A1;.48 \A1;.05 \A1;.05 \A1;.10 \A1;.10 \A1;.40 \A1;.15 \A1;.40 \A1;.10 \A1;.08 \A1;.60 \A1;.10 \A1;.38 \A1;.75 \A1;.30 \A1;.40 \A1;0.55 \A1;.40 \A1;.55 \A1;.40 \A1;.08 \A1;.10 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 VC-01=25x30 VC-01=25x30 VC-01=25x30 VC-01=25x30 VC-01=25x30 VC-01=25x30 VC-01=25x30 VC-01=25x30 Muro concreto Armado E=15cm-f'c=175Kg/cm2 \W1;A \W1;B \W1;1 \W1;2 \W1;3 \W1;4 \W1;5 \W1;6 \W1;7 \W1;8 \W1;9 Muro concreto Armado E=15cm-f'c=175Kg/cm2 Muro concreto Armado E=15cm-f'c=175Kg/cm2 Muro concreto Armado E=15cm-f'c=175Kg/cm2 Muro concreto Armado E=15cm-f'c=175Kg/cm2 Muro concreto Armado E=15cm-f'c=175Kg/cm2 Muro concreto Armado E=15cm-f'c=175Kg/cm2 Muro concreto Armado E=15cm-f'c=175Kg/cm2 Muro concreto Armado E=15cm-f'c=175Kg/cm2 PLANTA: GRADERIAS BLOQUE 01 Escala:1/50 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 \W1;x \W1;x \W1;x \W1;x \W1;x \W1;x \W1;x \W1;x \W1;x \W1;x \W1;x \W1;x \W1;x \W1;x \W1;x \W1;x \W1;x \W1;x \W1;y \W1;y \W1;y \W1;y \W1;y \W1;y \W1;y \W1;y \W1;y \W1;y \W1;y \W1;y \W1;y \W1;y \W1;y \W1;y \W1;b \W1;b \W1;b \W1;b \W1;b \W1;b \W1;b \W1;b \W1;b \W1;b \W1;b \W1;b \W1;b \W1;b \W1;b \W1;b \W1;a \W1;a \W1;a \W1;a \W1;a \W1;a \W1;a \W1;a \W1;c \W1;c \W1;c \W1;c \W1;d \W1;d \W1;d \W1;d \W1;d \W1;d 4 d 1/2" d 1/4",2@0.05 resto@0.20 0.25 0.25 0.20 0.20 .05 Seccion Estribo COLUMNA C-1 25x25 cm 4 d 3/8" d 1/4",2@0.05 resto@0.20 0.25 0.30 .05 Estribo CIMENTACION 25x30 cm VIGA DE CUADRO RESUMEN DE COLUMNAS Y VIGAS Escala:1/20 0.20 0.20 N.V.T.=+0.15 Vereda N.F.C.=-0.40 Muro concreto Armado F'c=175 Kg/cm2 CORTE a-a Escala:1/50 C.H. 1:8+30% P.M. Losa concreto Armado F'c=175 Kg/cm2 .10 .10 .40 .15 .40 .10 .08 Afirmado Relleno Afirmado .60 .40 .10 .38 VC-01 CORTE b-b .40 N.V.T.=+0.15 Vereda N.T.N.=±0.00 N.F.C.=-0.40 Viga Cimentacion Armado F'c=175 Kg/cm2 Relleno .75 .30 .40 C.H. 1:8+30% P.M. N.P.G.=+0.55 Graderia asiento CORTE c-c .40 Afirmado Relleno N.V.T.=+0.15 Vereda N.T.N.=±0.00 N.F.C.=-0.40 .40 0.55 .40 Muro concreto Armado F'c=175 Kg/cm2 Losa concreto Armado F'c=175 Kg/cm2 C.H. 1:8+30% P.M. CORTE d-d Afirmado Relleno .55 .40 .40 C.H. 1:8+30% P.M. N.V.T.=+0.15 Vereda N.T.N.=±0.00 N.F.C.=-0.40 Muro concreto Armado F'c=175 Kg/cm2 Losa concreto Armado F'c=175 Kg/cm2 N.P.G.=+0.55 Graderia asiento CORTE X-X .15 N.P.G.=+0.95 Graderia asiento 1.20 .40 .40 .60 .60 .08 .08 .10 d 3/8" @0.15 d 3/8" @0.20 N.V.T.=+0.15 Vereda .10 .10 Afirmado N.V.T.=+0.15 Vereda N.T.N.=±0.00 N.F.C.=-0.40 CORTE Y-Y VC-01 TERRENO COMPACTADO NATURAL Vereda Afirmado Compactado Afirmado Afirmado Afirmado N.V.T.=+0.15 Vereda N.T.N.=±0.00 N.F.C.=-0.40 Vereda Afirmado VC-01 TERRENO COMPACTADO NATURAL Afirmado Compactado Afirmado Afirmado Afirmado N.V.T.=+0.15 Vereda N.T.N.=±0.00 N.F.C.=-0.40 d 1/4" @0.15 d 1/4" @0.20 d 1/4" @0.15 d 1/4" @0.20 d 3/8" @0.20 d 3/8" @0.20 d 3/8" @0.20 d 3/8" @0.20 Detalle Acero Graderias N.P.G.=+0.55 Escala:1/50 Escala:1/50 Escala:1/50 Escala:1/50 Escala:1/50 Escala:1/50 .15 1.20 .40 .40 .60 .60 N.V.T.=+0.15 .10 .10 Afirmado .15 1.20 .40 .40 .60 .60 N.V.T.=+0.15 Vereda .10 .10 Afirmado

Language	Spanish
Drawing Type	Plan
Category	Entertainment, Leisure & Sports
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, bleachers, court, cutting, DETAIL, details, DWG, feld, field, plan, presented, projekt, projet de stade, projeto do estádio, slab, sport slab, stadion, stadium project, structural, structures