Reabilitacion From Harrow DWG Block for AutoCAD

Construction field bleachers for fans of futball and rehabilitation court official / steps / bleachers, field, tennis, soccer, sports

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

goal area, midfield, penalty area, stands, midline, garrison, npt, storm mouth, cintro sheet, welded shield, concrete foundation, roof

Raw text data extracted from CAD file:

11.84 0.10 11.74 0.10 5.56 5.50 7.32 11.84 0.10 11.74 0.10 5.56 66.00 100.00 16.60 3.75 33.00 10.00 12.00 5.50 10.00 12.00 50.00 50.00 100.00 33.00 33.00 5.50 11.00 3.75 10.00 50.00 33.00 11.84 0.10 11.74 0.10 5.56 11.84 0.10 11.74 0.10 5.56 66.00 100.00 12.00 50.00 100.00 33.00 5.50 7.32 16.60 100.00 5.50 16.60 12.00 0.50 \U+22050.20 0.40 1.70 2.43 7.32 1.50 2.44 7.32 2.44 7.72 2.00 1.2 0.20 0.15 2.25 4.75 4.00 0.49 0.44 0.44 0.44 0.44 0.20 0.70 1.40 0.20 4.06 1.64 1.64 3.28 0.30 0.30 0.30 2.30 0.78 0.78 0.78 0.78 1.64 1.64 3.28 0.30 0.30 0.30 2.30 0.78 0.78 0.78 0.78 0.20 0.15 2.25 4.75 4.00 0.49 0.44 0.44 0.44 0.44 0.20 0.70 1.40 0.20 4.06 0.50 0.60 0.40 0.50 0.45 0.45 0.20 0.20 0.25 0.35 90° 135° 135° 90° 90° 4.75 4.00 A B 1 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 R9.15 R9.15 5 5 5 5 R9.15 AREA DE META CENTRO DEL CAMPO AREA DE PENALTY GRADAS 5 5 GRADAS 5 5 5 5 5 5 5 5 LINEA MEDIA A B 1 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 R9.15 AREA DE META CENTRO DEL CAMPO AREA DE PENALTY GRADAS 5 5 GRADAS 5 5 5 5 5 LINEA MEDIA A B 1 3 5 5 5 R9.15 AREA DE META CENTRO DEL CAMPO AREA DE PENALTY GRADAS 5 GRADAS LINEA MEDIA GUARNICION TUBO DE 8″ d NPT 5 5 5 BOCA TORMENTA 5 5 5 5 5 5 DADDO DE 20X20X50 CM 5 5 2.00 1.2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B C A 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 C A 5 5 5 5 5 5 5 5 5 5 5 Polin 4 MT-14 Lamina cintro DETALLE “A” Polin 8 MT-14 Polin 8 MT-14 Polin 6 MT-14 PTR 3″x3″ Viguetas de 5″ Palca soldada de \A1;30X30X\S1/4;\H1.4286x;” Cimiento de concreto \A1;f´c=200 kg/cm2 (z-1) 4 Anclas de redondo \A1;liso de d \S1/2;\H1.4286x;” Cimiento de concreto \A1;f´c=200 kg/cm2 (z-2) 5 5 5 5 z-1 z-2 z-2 5 5 5 5 5 5 5 5 5 5 5 \A1;DETALLE “A” placa de \S1/4;\H1.4286x;” de refuerzo en columna 5 5 TECHUMBRE