Building 3 Plants DWG Block for AutoCAD

Building 3 Plants DWG Block for AutoCAD

Structural planes of building three plants

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

month., esc, reinforcement top, weld mesh to, perimeter angle, esc, detail reinforcement plate top, esc, plant tank, plus, stirrups, bar no., bending diameter, extension, bar no., bending diameter, extension, diameter, overlapping lengths, main reinforcement, bar no., bending diameter, extension, minimum dimensions for standard hooks, longitudinal reinforcement, separation, mesh, lightening cassette, esc:, plate light detail, lower frieze, vga, They are:, esc, vga, They are:, esc, kind, armor, reinforcement length, separation, transverse reinforcement, separation, kind, armor, reinforcement length, separation, transverse reinforcement, separation, transverse longitudinal reinforcement, esc:, cut, solid plate detail, esc:, cut, solid plate detail, transverse longitudinal reinforcement, reinforcement by temperature: mm bars, transverse longitudinal reinforcement, reinforcement by temperature: mm bars, vga, They are:, esc, vga, They are:, esc, vta, They are:, esc, vta, They are:, esc, vta, They are:, esc, vta, They are:, esc, vga, They are:, esc, vga, They are:, esc, vga, They are:, esc, vga, They are:, esc, vga, They are:, esc, vga, They are:, esc, vga, They are:, esc, vga, They are:, esc, vga, They are:, esc, vga, They are:, esc, vga, They are:, esc, esc:, cutting of joists, esc:, cutting of beams, weight, weight, unity, length, length, total, length, unitary, cant, total, cant, by, elemen, pdr, figures, steel frame of structural elements, beams plate against floor, figures, joists plate against floor, mesh, vga, They are:, esc, esc:, cutting of beams, vga, They are:, esc, vga, They are:, esc, vga, They are:, esc, vga, They are:, esc, vga, They are:, esc, vga, They are:, esc, vga, They are:, esc, vga, They are:, esc, vga, They are:, esc, vga, They are:, esc, vta, They are:, esc, vta, They are:, esc, vta, They are:, esc, vta, They are:, esc, vta, They are:, esc, vta, They are:, esc, vga, They are:, esc, esc:, cutting of joists, cutting of beams joists, first floor mezzanine, floor of the second mezzanine, cover plant

Raw text data extracted from CAD file:

1.20 1.20 -1.0 -1.0 M.E.S. d4.00mm c/.15 Esc. 1:25 REFUERZO TAPA SOLDAR MALLA AL ANGULO PERIMETRAL Esc. 1:25 DETALLE REFUERZO PLACA SUPERIOR 3#329.5c/.25 4#312.5c/.25 -1.0 -1.0 4#520c/.20 6#324c/.25 4#318.5c/.25 2#529.9 1.82 .20 .20 2#528.4 2.44 .20 .20 2#528.4 2#529.9 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 A A B B Esc. 1:25 PLANTA TANQUE -1.0 -1.0 .20 1.35 .20 .20 .70 .20 2.75 2.10 1.00 1.00 1.70 2.35 1.00 1.00 \A1;R.30 \A1;R.25 5#5 <> 5 \A1;0.80 \A1;0.10 \A1;0.350 \A1;0.050 \A1;0.10 \A1;0.030 \A1;5.42 \A1;4.58 \A1;5.53 \A1;5.31 \A1;5.31 \A1;4.58 \A1;3.86 \A1;3.16 \A1;5.31 \A1;4.58 \A1;5.31 \A1;4.28 \A1;5.01 \A1;4.28 \A1;5.01 \A1;0.20 \A1;4.58 \A1;5.31 \A1;5.31 \A1;4.63 \A1;3.86 \A1;d \A1;d \A1;12d \A1;135° ó más \A1;6d \L>\l75mm \A1;d \A1;4d \L>\l65mm ESTRIBOS BARRA No. D DIAMETRO DEL DOBLEZ (cm) E EXTENSION (cm) BARRA No. D DIAMETRO DEL DOBLEZ (cm) E EXTENSION (cm) b \A1;D DIAMETRO LONGITUDES DE TRASLAPO (cm) 3 4 60 5 70 6 85 7 125 8 140 #2 ( 1 4 ) 3.80 6.50 #3 ( 3 8 5.70 6.50 #4 ( 1 2 ) 7.62 6.50 #5 ( 5 8 9.50 6.50 #6 ( 3 4 ) 11.50 7.60 #7 ( 7 8 ) 13.30 8.90 #8 (1) 15.20 10.20 #9 (1 1 8 ) 22.90 11.40 #10 (1 3 8 25.40 12.70 #11 (1 1 4 27.90 14.00 REFUERZO PRINCIPAL BARRA No. D DIAMETRO DEL DOBLEZ (cm) E EXTENSION (cm) D DIMENSIONES MÍNIMAS PARA GANCHOS ESTANDAR #2 ( 1 4 ) 3.80 7.70 #3 ( 3 8 ) 5.70 11.40 #4 ( 1 2 ) 7.60 15.20 #5 ( 5 8 ) 9.50 19.00 #6 ( 3 4 ) 11.40 22.90 #7 ( 7 8 ) 13.30 26.60 #8 (1) 15.20 30.50 #9 (1 1 8 ) 22.90 34.30 #10 (1 1 4 ) 25.40 38.20 #11 (1 3 8 ) 27.90 41.90 #2 ( 1 4 2.60 7.5 #3 ( 3 8 3.80 7.5 #4 ( 1 2 5.10 7.60 #5 ( 5 8 6.40 9.50 REFUERZO LONGITUDINAL #2 a #8 6d b #9 a #11 8d b 90° E 4d b D E 45 D E b b #2 a #8 6d #9 a #11 8d ) ) ) ) ) ) ) ) -150.6386032230396 -150.6386032230396 -150.6386032230396 -150.6386032230396 -150.6386032230396 -150.6386032230396 -150.6386032230396 b b \A1;3.16 \A1;5.31 \A1;0.70 \A1;0.70 \A1;3.16 \A1;0.70 \A1;3.86 \A1;0.70 \A1;5.02 \A1;5.31 \A1;0.77 \A1;0.60 \A1;5.31 \A1;1.86 \A1;5.42 \A1;4.58 \A1;5.53 \A1;5.31 \A1;3.86 \A1;3.16 \A1;5.31 \A1;3.95 \A1;4.58 \A1;0.70 \A1;0.70 \A1;4.87 \A1;0.70 \A1;5.53 \A1;0.70 \A1;4.87 \A1;4.58 \A1;5.53 \A1;5.42 \A1;4.58 \A1;1.35 \A1;5.42 \A1;1.35 \A1;5.53 \A1;4.58 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;5.53 \A1;0.70 \A1;4.87 \A1;4.58 \A1;1.35 \A1;5.31 \A1;3.16 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;3.86 \A1;5.31 \A1;3.86 \A1;3.16 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;5.31 \A1;3.86 \A1;3.16 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;5.31 \A1;3.86 \A1;3.16 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.77 \A1;0.60 \A1;0.70 \A1;0.77 \A1;5.02 \A1;5.31 \A1;5.31 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.80 \A1;0.80 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;4.58 \A1;2.19 \A1;0.70 \A1;0.70 \A1;4.58 \A1;2.19 \A1;0.70 \A1;0.70 \A1;4.10 \A1;0.55 \A1;4.87 \A1;4.58 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;3.95 \A1;0.70 \A1;0.70 \A1;5.42 \A1;4.58 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;5.53 \A1;5.42 \A1;0.70 \A1;0.70 \A1;4.58 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;5.31 \A1;0.77 \A1;0.60 \A1;5.34 \A1;2.99 \A1;0.70 \A1;0.77 \A1;2.00 \A1;5.31 \A1;3.16 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;5.31 \A1;3.16 \A1;1.86 \A1;3.75 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;5.31 \A1;3.16 \A1;1.86 \A1;3.75 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;1.86 \A1;5.31 \A1;3.16 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;5.31 \A1;0.77 \A1;0.60 \A1;5.31 \A1;3.16 \A1;0.70 \A1;0.77 \A1;0.60 \A1;5.31 \A1;3.16 \A1;0.77 \A1;0.60 \A1;3.16 \A1;2.00 \A1;0.77 \A1;0.60 \A1;0.77 \A1;0.60 \A1;3.16 \A1;1.86 \A1;5.27 \A1;5.53 \A1;0.70 \A1;0.70 \A1;0.70 \A1;4.87 \A1;4.58 \A1;1.35 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;2.00 \A1;1.86 \A1;3.75 \A1;1.86 \A1;3.75 \A1;3.16 \A1;2.00 \A1;4.21 \A1;2.54 \A1;1.10 \A1;4.21 \A1;2.54 \A1;5.31 \A1;2.00 \A1;3.75 \A1;4.21 \A1;2.54 \A1;1.86 \A1;2.00 \A1;1.88 \A1;1.58 \A1;1.86 \A1;4.21 \A1;2.54 \A1;2.00 \A1;4.21 \A1;2.54 \A1;2.00 \A1;2.00 \A1;2.00 3mm y Separacion 300mm X 300mm Malla M-024 Caseton Aligerante 0.80 5 5 5 5 ESC: 1-10 DETALLE PLACA ALIGERADA 5 Friso inferior 1 3 4 8 2 6 5 7 5 5 5 5 5 22 32 22 32 8 40E L=128 VGA 1 (30x40) SON: 2 ESC. 1:50 E 3/8 (22x32) 2 # 5 L= 6.00 12 e @ 9 cm G H 2 # 5 L= 6.00 12 e @ 9 cm 15 e @ 18 cm 5 22 32 22 32 8 36E L=128 VGA 2 (30x40) SON: 2 ESC. 1:50 E 3/8 (22x32) 2 # 5 L= 5.30 12 e @ 9 cm 2 # 5 L= 5.30 12 e @ 9 cm 11 e @ 18 cm D F G H 5 5 5 3 4 8 2 7 1 F 5 G H 5 TIPO ARMADURA MA\fArial|b0|i0|c0|p34;LLA H-283 6.00 S1 S2 L2(m) L1(m) REFUERZO LONGITUD d (mm) SEPARACION (m) REFUERZO TRANSVERSAL d (mm) SEPARACION (m) 0.10 0.10 0.25 8.50 5.00 0.75 5.00 1.20 5.00 H-567 6.00 0.20 S1 TIPO ARMADURA MA\fArial|b0|i0|c0|p34;LLA H-567 8.50 S1 L2(m) L1(m) REFUERZO LONGITUD d (mm) SEPARACION (m) REFUERZO TRANSVERSAL d (mm) SEPARACION (m) 0.10 0.20 6.00 4.28 5.00 5 5 5 5 5 S1 S2 5 G H 5 S1 H-283 Refuerzo longitudinal d6.00mm c/0.10m; transversal d5.00mm c/0.25m H-567 Refuerzo longitudinal d8.50mm c/0.10m; transversal d6.00mm c/0.20m H-567 Refuerzo longitudinal d8.50mm c/0.10m; transversal d6.00mm c/0.20m ESC: 1-25 CORTE A - A A 03 A 03 DETALLE PLACA MACIZA 4 3 ESC: 1-25 CORTE A - A DETALLE PLACA MACIZA 4 3 A 03 A 03 H-567 Refuerzo longitudinal d8.50mm c/0.10m; \fArial|b0|i0|c238|p34; transversal d6.00mm c/0.20m Refuerzo por temperatura: 14 Barras \fArial|b0|i0|c238|p34;d\fArial|b0|i0|c186|p34;8.00 mm c/0.20 m H-283 Refuerzo longitudinal d6.00mm c/0.10m; transversal d5.00mm c/0.25m H-567 Refuerzo longitudinal d8.50mm c/0.10m; transversal d6.00mm c/0.20m Refuerzo por temperatura: 14 Barras \fArial|b0|i0|c238|p34;d\fArial|b0|i0|c186|p34;8.00 mm c/0.20 m 5 22 32 22 32 8 40E L=128 VGA 1 (30x40) SON: 2 ESC. 1:50 E 3/8 (22x32) 2 # 5 L= 6.00 14 e @ 6.5 cm 2 # 5 L= 6.00 14 e @ 6.5 cm 24 e @ 13 cm 5 22 32 22 32 8 36E L=128 VGA 2 (30x40) SON: 2 ESC. 1:50 E 3/8 (22x32) 2 # 5 L= 5.30 14 e @ 6.5 cm 2 # 5 L= 5.30 14 e @ 6.5 cm 19 e @ 13 cm G H G H G H 5 VTA 1 (10x40) SON: 9 ESC. 1:50 E 3/8 (5x32) 1 # 5 L= 2.50 m 11 e @ 18 cm D 1 # 6 L= 3.00 m F G H 48E L=54 5 5 1 # 5 L= 4.60 m 1 # 5 L= 6.00 m 5 5 1 # 6 L= 5.40 m 14 e @ 18 cm 23 e @ 18 cm 5 VTA 2 (10x40) SON: 4 ESC. 1:50 E 3/8 (5x32) 1 # 5 L= 2.40 m 11 e @ 18 cm D 1 # 5 L= 2.40 m F G 5 1 # 5 L= 6.00 m 5 11 e @ 18 cm 1 # 5 L= 2.40 m 10 10 32 22E L=54 10 10 32 5 VTA 3 (10x40) SON: 1 ESC. 1:50 E 3/8 (5x32) 1 # 5 L= 2.40 m 11 e @ 18 cm E 1 # 4 L= 4.00 m 5 e @ 18 cm G 5 1 # 5 L= 6.00 m 5 1 # 5 L= 4.00 m 41E L=54 10 10 32 H 5 e @ 18 cm 20 e @ 18 cm 1 # 5 L= 2.20 m 5 5 1 # 4 L= 2.40 m VTA 4 (10x40) SON: 1 ESC. 1:50 E 3/8 (5x32) G 5 1 # 5 L= 1.50 m 14E L=54 10 10 32 H 7 e @ 18 cm 5 5 5 5 D F G H 5 5 5 3 4 8 1' 7 1 E 5 5 VGA D (30x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 12 e @ 9 cm 7 2 # 5 L= 5.00 m 13 e @ 18 cm 4 3 5 5 2 # 5 L= 5.00 m 5 5 2 # 5 L= 5.40 m 12 e @ 9 cm 12 e @ 9 cm 11 e @ 18 cm 7 e @ 18 cm 1' 107E L=136 1 3 4 8 2 6 5 7 8 24 34 24 34 10 12 e @ 9 cm 12 e @ 9 cm 12 e @ 9 cm 5 5 VGA E (30x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 9 e @ 9 cm 7 18 e @ 18 cm 4 3 5 5 9 e @ 9 cm 9 e @ 9 cm 16 e @ 18 cm 21 e @ 18 cm 1' 8 9 e @ 9 cm 9 e @ 9 cm 9 e @ 9 cm 5 1 113E L=136 24 34 24 34 10 5 VGA F (30x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 12 e @ 9 cm 7 16 e @ 18 cm 4 3 5 5 12 e @ 9 cm 12 e @ 9 cm 11 e @ 18 cm 16 e @ 18 cm 1' 8 12 e @ 9 cm 12 e @ 9 cm 12 e @ 9 cm 1 115E L=136 24 34 24 34 10 5 5 VGA G (30x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 5 5 5 5 5 5 12 e @ 9 cm 5 127E L=136 24 34 24 34 10 5 VGA H (30x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 7 4 3 5 5 1' 8 5 1 127E L=136 24 34 24 34 10 5 5 VGA 8 (300x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 2 # 5 L= 6.00 m 12 e @ 9 cm D 2 # 5 L= 3.00 m 12 e @ 9 cm F G H 5 5 5 5 2 # 5 L= 6.00 m 2 # 5 L= 2.40 m 2 # 5 L= 6.00 m 5 5 2 # 5 L= 5.40 m 9 e @ 9 cm 9 e @ 9 cm 12 e @ 9 cm 12 e @ 9 cm 5 VGA 4 (300x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 2 # 5 L= 6.00 m 12 e @ 9 cm D 2 # 5 L= 3.00 m 12 e @ 9 cm F G H 5 5 5 5 2 # 5 L= 6.00 m 2 # 5 L= 2.40 m 2 # 5 L= 6.00 m 5 5 2 # 5 L= 5.40 m 9 e @ 9 cm 9 e @ 9 cm 12 e @ 9 cm 12 e @ 9 cm 5 VGA 3 (300x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 2 # 5 L= 6.00 m 12 e @ 9 cm D 2 # 5 L= 3.00 m 12 e @ 9 cm F G H 5 5 5 5 2 # 5 L= 6.00 m 2 # 5 L= 2.40 m 2 # 5 L= 6.00 m 5 5 2 # 5 L= 5.40 m 9 e @ 9 cm 9 e @ 9 cm 12 e @ 9 cm 12 e @ 9 cm 5 VGA 1' (300x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 2 # 5 L= 6.00 m 16 e @ 9 cm D 2 # 5 L= 3.00 m F G H 5 5 5 5 2 # 5 L= 6.00 m 2 # 5 L= 2.40 m 2 # 5 L= 6.00 m 5 5 2 # 5 L= 5.40 m 14 e @ 9 cm 24 e @ 9 cm 14 e @ 9 cm 5 VGA 1 (30x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 2 # 5 L= 2.40 m 14 e @ 9 cm E 2 # 5 L= 4.00 m 12 e @ 9 cm G 5 2 # 5 L= 6.00 m 5 2 # 5 L= 4.00 m H 12 e @ 9 cm 12 e @ 9 cm 5 2 # 5 L= 6.00 m 5 5 2 # 5 L= 2.40 m VGA 1'' (30x40) SON: 1 ESC. 1:50 E 3/8 (24x34) G 5 2 # 5 L= 6.00 m 2 # 5 L= 6.00 m H 12 e @ 9 cm 12 e @ 9 cm 97E L=136 24 34 24 34 10 97E L=136 24 34 24 34 10 97E L=136 24 34 24 34 10 106E L=136 24 34 24 34 10 82E L=136 24 34 24 34 10 39E L=136 24 34 24 34 10 ESC: 1-50 DESPIECE DE VIGUETAS ESC: 1-50 DESPIECE DE VIGAS 5 5 2 # 5 L= 5.40 m 2 # 5 L= 5.00 m 2 # 5 L= 5.00 m 2 # 5 L= 4.00 m 3 # 6 L= 4.00 m 2 # 6 L= 3.00 m 4 e @ 9 cm 4e@9cm 5 5 5 2 # 5 L= 2.00 m 2 # 5 L= 6.00 m 2 # 5 L= 6.00 m 2 # 5 L= 2.00 m 2 # 5 L= 6.00 m 2 # 5 L= 6.00 m 5 2 # 5 L= 4.00 m 5 5 2 # 5 L= 4.00 m 5 5 2 # 5 L= 2.00 m 2 # 5 L= 6.00 m 2 # 5 L= 6.00 m 5 2 # 5 L= 5.00 m 5 2 # 5 L= 1.50 m 2 # 5 L= 6.00 m 2 # 5 L= 6.00 m 2 # 5 L= 5.00 m 5 5 5 2 # 5 L= 5.00 m 2 # 5 L= 5.00 m 2 # 5 L= 6.00 m 2 # 5 L= 3.30 m 2 # 5 L= 3.30 m 2 # 5 L= 6.00 m 2 # 5 L= 4.00 m 5 2 # 5 L= 6.00 m 5 5 5 5 5 5 2 # 5 L= 5.00 m 2 # 5 L= 5.00 m 2 # 5 L= 6.00 m 2 # 5 L= 3.30 m 2 # 5 L= 3.30 m 2 # 5 L= 6.00 m 2 # 5 L= 4.00 m 2 # 5 L= 6.00 m E E E E F 14 e @ 9 cm 11 e @ 18 cm 12 e @ 9 cm 12 e @ 9 cm 12 e @ 9 cm 16 e @ 18 cm 12 e @ 9 cm 12 e @ 9 cm 11 e @ 18 cm 16 e @ 18 cm 12 e @ 9 cm 12 e @ 9 cm 12 e @ 9 cm 12 e @ 9 cm 10 e @ 9 cm 6 e @ 18 cm 15 e @ 18 cm 10 e @ 9 cm 10 e @ 9 cm 10 e @ 9 cm 10 e @ 9 cm 6 e @ 18 cm 15 e @ 18 cm 6 e @ 18 cm 15 e @ 18 cm 8 e @ 18 cm 17 e @ 18 cm 3 e @ 18 cm 7 e @ 18 cm 15 e @ 18 cm 15 e @ 18 cm 2 # 5 L= 4.00 m 3 # 6 L= 3.50 m 2 # 6 + 2 # 7 L= 1.20 m 1 # 5 L= 4.00 m 1 # 5 L= 4.00 m 2 # 5 L= 3.00 m 1 # 5 L= 2.40 m 2 # 5 L= 3.00 m 2 # 5 L= 2.00 m 2 # 6 L= 3.00 m 2 # 6 L= 2.00 m 2 # 6 L= 4.00 m 3 # 6 L= 3.00 m 2 # 6 L= 2.00 m 1 # 5 L= 4.00 m 2 # 6 L= 3.00 m 1 # 5 L= 4.00 m 1 # 5 L= 4.00 m 1 # 5 L= 4.00 m 2 # 5 L= 4.00 m PESO (KG) PESO UNIDAD LONGITUD (KG/M) LONGITUD TOTAL (M) LONGITUD UNITARIA (M) Ø (PULG) CANT TOTAL CANT POR ELEMEN PDR FIGURAS CUADRO DE ACERO DE ELEMENTOS ESTRUCTURALES 60 5/8 6.00 252.00 1.552 391.10 42 42 60 5/8 6.00 60.00 1.552 93.12 10 59 60 3/4 5.40 21.60 2.235 48.27 4 4 60 4 5/8 4 5.00 1.552 20.00 31.04 60 10 5/8 10 5.00 1.552 50.00 77.60 60 16 5/8 16 4.00 1.552 64.00 99.32 60 6 5/8 6 4.00 1.552 24.00 37.25 2.235 60 3/4 3.50 10.50 3 3 23.47 60 5/8 3.30 13.20 1.552 20.48 4 4 2.235 60 3/4 3.00 33.00 11 11 73.76 60 5/8 2.4 2.40 1.552 3.72 1 1 60 12 5/8 12 2.4 1.552 28.80 44.69 60 2 2 2.00 4.00 6.21 1.552 5/8 60 2.00 8.00 12.42 4 4 1.552 5/8 60 2 5/8 2 1.50 1.552 3.00 4.65 VIGAS PLACA CONTRA PISO 1 DE 1 FIGURAS 6.00 5.40 5.00 4.00 4.00 3.50 3.00 2.00 2.00 1.50 1.20 1.20 24 34 24 34 10 6.00 5.40 3.30 3.00 2.40 2.40 1.552 60 5/8 3.00 24.00 8 8 37.25 1.552 60 3.30 29.70 9 9 46.09 5/8 60 5/8 5.40 43.20 1.552 67.04 8 8 5.00 3.30 4.00 60 5 3/4 5 4.00 2.235 20.00 44.70 1.552 60 5/8 3.00 6.00 2 2 9.31 3.00 60 6 6 2.00 12.00 26.82 2.235 3/4 2.00 60 2 2 2.00 4.00 8.94 2.235 3/4 60 2 2 2.00 4.00 12.17 3.042 7/8 60 3/4 6.00 24 2.235 53.64 4 4 6.00 0.56 3/8 1.36 1505.52 1107 1107 782.87 37 VIGUETAS PLACA CONTRA PISO 1 # 5 L= 6.00 m 6.00 6.00 5.40 6.00 4.00 3.00 2.40 60 4 4 6.00 24 37.25 1.552 5/8 60 10 10 6.00 60.00 93.12 1.552 5/8 60 1 1 6.00 6.00 9.31 1.552 5/8 60 9 9 5.40 5.40 12.07 2.236 3/4 60 1 1 4.00 4.00 6.21 1.552 5/8 60 9 9 3.00 27.00 60.372 2.236 3/4 60 13 13 2.40 31.20 48.42 1.552 5/8 4.00 60 1 1 4.00 4.00 4.00 1.000 1/2 2.40 60 2 2 2.40 4.80 4.80 1.000 1/2 10 10 32 0.56 3/8 0.54 67.5 125 125 37.8 37 MALLA M-024 60 1 1 V-\fArial|b0|i0|c0|p34;D 2-8 (30X40) V-\fArial|b0|i0|c0|p34;E 2-8 (30X40) V-\fArial|b0|i0|c0|p34;F 2-8 (30X40) V-\fArial|b0|i0|c0|p34;G 2-8 (30X40) V-\fArial|b0|i0|c0|p34;H 2-8 (30X40) V-\fArial|b0|i0|c0|p34;8 D-H (30X40) V-\fArial|b0|i0|c0|p34;4 D-H (30X40) V-\fArial|b0|i0|c0|p34;3 D-H (30X40) V-\fArial|b0|i0|c0|p34;1' D-H (30X40) V-\fArial|b0|i0|c0|p34;1 E-H (30X40) N+ 0.00 B 1 C D G H 3 4 8 2 A A A 1 2 6 7 8 9 3 4 5 17 16 15 14 13 12 11 10 18 19 S E F 6 5 7 5 VGA B (30x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 12 e @ 9 cm 2 # 5 L= 5.00 m 11 e @ 18 cm 4 5 5 5 12 e @ 9 cm 3 5 2 # 5 L= 5.00 m ESC: 1-50 DESPIECE DE VIGAS 24 34 24 34 10 113E L=136 5 e @ 9 cm 5 VGA C (30x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 12 e @ 9 cm 2 # 5 L= 5.00 m 11 e @ 18 cm 4 5 5 5 12 e @ 9 cm 3 5 2 # 5 L= 5.00 m 24 34 24 34 10 113E L=136 5 VGA D (30x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 12 e @ 9 cm 7 2 # 5 L= 5.00 m 13 e @ 18 cm 4 3 5 5 2 # 5 L= 5.00 m 5 5 2 # 5 L= 5.40 m 12 e @ 9 cm 12 e @ 9 cm 11 e @ 18 cm 10 e @ 18 cm 8 12 e @ 9 cm 12 e @ 9 cm 12 e @ 9 cm 5 5 5 2 # 5 L= 5.40 m 2 # 5 L= 5.00 m 2 # 5 L= 5.00 m 4 e @ 9 cm 5 VGA E (30x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 12 e @ 9 cm 17 e @ 18 cm 3 4 5 5 12 e @ 9 cm 9 e @ 9 cm 16 e @ 18 cm 21 e @ 18 cm 1' 1 9 e @ 9 cm 9 e @ 9 cm 9 e @ 9 cm 1 113E L=136 24 34 24 34 10 5 5 5 2 # 5 L= 2.00 m 2 # 5 L= 6.00 m 2 # 5 L= 6.00 m 2 # 5 L= 2.00 m 2 # 5 L= 6.00 m 2 # 5 L= 6.00 m 5 2 # 5 L= 4.00 m 5 5 2 # 5 L= 4.00 m 2 # 6 + 2 # 7 L= 1.20 m 5 VGA F (30x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 12 e @ 9 cm 17 e @ 18 cm 3 4 5 5 12 e @ 9 cm 12 e @ 9 cm 13 e @ 18 cm 17 e @ 18 cm 1 12 e @ 9 cm 12 e @ 9 cm 12 e @ 9 cm 1 113E L=136 24 34 24 34 10 5 5 5 2 # 5 L= 2.00 m 2 # 5 L= 6.00 m 2 # 5 L= 6.00 m 2 # 5 L= 2.00 m 2 # 5 L= 6.00 m 2 # 5 L= 6.00 m 5 2 # 5 L= 4.00 m 5 5 2 # 5 L= 4.00 m 1 3 4 8 VGA 1'' (30x40) SON: 1 ESC. 1:50 E 3/8 (24x34) H 5 2 # 5 L= 6.00 m 2 # 5 L= 6.00 m G 12 e @ 9 cm 12 e @ 9 cm 39E L=136 24 34 24 34 10 15 e @ 18 cm 5 VGA 1 (30x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 2 # 5 L= 2.40 m 12 e @ 9 cm H 2 # 5 L= 4.00 m 12 e @ 9 cm 5 2 # 5 L= 6.00 m 5 2 # 5 L= 4.00 m D 9 e @ 9 cm 5 2 # 5 L= 6.00 m 5 5 2 # 5 L= 2.40 m 86E L=136 24 34 24 34 10 15 e @ 18 cm 6 e @ 18 cm G 5 VGA 1' (300x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 2 # 5 L= 6.00 m H 2 # 5 L= 3.00 m D 5 5 5 5 2 # 5 L= 6.00 m 2 # 5 L= 2.40 m 2 # 5 L= 6.00 m 5 5 2 # 5 L= 5.40 m 110E L=136 24 34 24 34 10 G F E 5 VGA G (30x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 5 5 5 5 5 5 127E L=136 24 34 24 34 10 5 5 2 # 5 L= 5.00 m 2 # 5 L= 5.00 m 2 # 5 L= 6.00 m 2 # 5 L= 3.30 m 2 # 5 L= 3.30 m 2 # 5 L= 6.00 m 2 # 5 L= 4.00 m 5 2 # 5 L= 6.00 m H G F D C B 5 VGA G (30x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 5 5 5 5 5 5 127E L=136 24 34 24 34 10 5 5 2 # 5 L= 5.00 m 2 # 5 L= 5.00 m 2 # 5 L= 6.00 m 2 # 5 L= 3.30 m 2 # 5 L= 3.30 m 2 # 5 L= 6.00 m 2 # 5 L= 4.00 m 5 2 # 5 L= 6.00 m H G F D C B 5 VGA 8 (300x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 2 # 5 L= 6.00 m 12 e @ 9 cm H 2 # 5 L= 3.00 m D 5 5 5 5 2 # 5 L= 6.00 m 2 # 5 L= 2.40 m 2 # 5 L= 6.00 m 5 5 2 # 5 L= 5.40 m 101E L=136 24 34 24 34 10 G F 5 VTA 1 (10x40) SON: 1 ESC. 1:50 E 3/8 (5x32) 1 # 5 L= 6.00 m 12 e @ 9 cm H 1 # 6 L= 3.00 m G 1 # 5 L= 6.00 m 5 10 e @ 9 cm 68E L=54 10 10 32 5 VTA 2 (10x40) SON: 1 ESC. 1:50 E 3/8 (5x32) 1 # 5 L= 2.40 m 12 e @ 9 cm H 1 # 4 L= 4.00 m G 5 1 # 5 L= 6.00 m 5 1 # 5 L= 4.00 m 48E L=54 10 10 32 E 12 e @ 9 cm 5 5 1 # 4 L= 2.40 m F 5 VTA 3 (10x40) SON: 7 ESC. 1:50 E 3/8 (5x32) 1 # 5 L= 2.40 m 12 e @ 9 cm H 1 # 4 L= 4.00 m G 5 1 # 5 L= 6.00 m 48E L=54 10 10 32 E 5 5 1 # 4 L= 2.40 m D F 5 VTA 4 (10x40) SON: 1 ESC. 1:50 E 3/8 (5x32) 1 # 5 L= 2.40 m 12 e @ 9 cm G 1 # 4 L= 4.00 m E 5 1 # 5 L= 6.00 m 1 # 5 L= 4.00 m 48E L=54 10 10 32 C 5 5 1 # 4 L= 2.40 m B D F VTA 5 (10x40) SON: 3 ESC. 1:50 E 3/8 (5x32) G 1 # 4 L= 4.00 m E 1 # 5 L= 6.00 m 48E L=54 10 10 32 C 5 5 1 # 4 L= 2.40 m B D F 5 VTA 6 (10x40) SON: 2 ESC. 1:50 E 3/8 (5x32) G 1 # 4 L= 4.00 m E 5 1 # 5 L= 6.00 m 48E L=54 10 10 32 C 5 5 1 # 4 L= 2.40 m B D F H 5 e @ 9 cm 2 e @ 18 cm 5 e @ 9 cm 5 e @ 9 cm 2 e @ 18 cm 5 E E 5 VGA G (30x40) SON: 1 ESC. 1:50 E 3/8 (24x34) 7 4 3 5 5 1' 8 5 1 127E L=136 24 34 24 34 10 5 5 5 5 5 5 5 2 # 5 L= 5.00 m 2 # 5 L= 5.00 m 2 # 5 L= 6.00 m 2 # 5 L= 3.30 m 2 # 5 L= 3.30 m 2 # 5 L= 6.00 m 2 # 5 L= 4.00 m 2 # 5 L= 6.00 m 12 e @ 9 cm 12 e @ 9 cm 16 e @ 18 cm 12 e @ 9 cm 12 e @ 9 cm 11 e @ 18 cm 16 e @ 18 cm 12 e @ 9 cm 12 e @ 9 cm 12 e @ 9 cm 12 e @ 9 cm 1 # 5 L= 4.00 m 1 # 5 L= 4.00 m 1 # 5 L= 4.00 m F 1 # 5 L= 2.80 m 5 1 # 5 L= 1.50 m 7 e @ 18 cm ESC: 1-50 DESPIECE DE VIGUETAS 2.50 60 1 1 2.50 2.5 3.88 1.552 5/8 2.80 60 1 1 2.80 2.80 4.34 1.552 5/8 2.20 60 1 1 2.20 2.20 3.41 1.552 5/8 1.5 60 2 2 1.50 3.00 4.65 1.552 5/8 4.60 60 9 9 4.6 41.40 64.25 1.552 5/8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 12 e @ 9 cm 12 e @ 9 cm 16 e @ 18 cm 12 e @ 9 cm 12 e @ 9 cm 12 e @ 9 cm 12 e @ 9 cm 12 e @ 9 cm 16 e @ 18 cm E 9 e @ 9 cm 5 18 e @ 9 cm 12 e @ 9 cm 12 e @ 9 cm 15 e @ 18 cm 9 e @ 9 cm 9 e @ 9 cm 6 e @ 18 cm 16 e @ 9 cm 9 e @ 9 cm 9 e @ 9 cm 12 e @ 9 cm 12 e @ 9 cm 15 e @ 18 cm 9 e @ 9 cm 9 e @ 9 cm 6 e @ 18 cm E 16 e @ 9 cm 9 e @ 9 cm 9 e @ 9 cm 12 e @ 9 cm 12 e @ 9 cm 7 e @ 18 cm 12 e @ 9 cm 12 e @ 9 cm 9 e @ 18 cm 9 e @ 9 cm 9 e @ 9 cm 4 e @ 18 cm 5 5 12 e @ 9 cm 12 e @ 9 cm 15 e @ 18 cm 9 e @ 9 cm 9 e @ 9 cm E 16 e @ 9 cm 9 e @ 9 cm 9 e @ 9 cm 12 e @ 9 cm 12 e @ 9 cm 7 e @ 18 cm 12 e @ 9 cm 12 e @ 9 cm 9 e @ 18 cm 9 e @ 9 cm 9 e @ 9 cm 12 e @ 9 cm 15 e @ 18 cm 9 e @ 9 cm 9 e @ 9 cm E 16 e @ 9 cm 9 e @ 9 cm 9 e @ 9 cm 6 e @ 18 cm 6 e @ 18 cm 5 5 5 DESPIECE DE VIGAS Y VIGUETAS PLANTA DEL PRIMER ENTREPISO PLANTA DEL SEGUNDO ENTREPISO PLANTA DE LA CUBIERTA

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
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File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
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Tags	autocad, béton armé, block, building, concrete, DWG, formwork, PLANES, plants, reinforced concrete, schalung, stahlbeton, structural