Construction Roof In Multi Uses Court DWG Block for AutoCAD

Light cover to roof multi uses court

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

meters, project :, scale :, municipality :, miahuatlan de porfirio diaz, notes :, date :, iahuatlán, h. town hall, h. constitutional city council of miahuatlan de porfirio diaz oaxaca, alderman of works :, municipal president:, poor concrete template, link lock, steel go, foundation plant, beam beam go

Raw text data extracted from CAD file:

220 8 50 203 110.5 110.5 450 247 101.75 101.75 450 220 13 13.5 \A1;6.20 \A1;6.20 \A1;6.20 \A1;6.20 \A1;6.20 \A1;6.20 \A1;37.20 \A1;18.95 \A1;4.50 \A1;3.00 \A1;7.50 \A1;18.95 \A1;6.20 \A1;6.20 \A1;6.20 \A1;6.20 \A1;6.20 \A1;6.20 \A1;37.20 \A1;2.25 \A1;2.25 \A1;3.00 \A1;7.50 \A1;6.20 \A1;6.20 \A1;6.20 \A1;6.20 \A1;6.20 \A1;6.20 \A1;38.65 \A1;3.00 \A1;7.50 \A1;4.50 METROS PROYECTO: ESCALA: MUNICIPIO: MIAHUATLAN DE PORFIRIO DIAZ 1:100 ACOTACIONES: FECHA: 2005 – 2007 iahuatlán H. Ayuntamiento de Porfirio Diaz, Oaxaca. 2005 – 2007 \fArial Black|b0|i0|c0|p34;Acciones para todos H. AYUNTAMIENTO CONSTITUCIONAL DE MIAHUATLAN DE PORFIRIO DIAZ OAXACA MARZO 2006 REGIDOR DE OBRAS: PRESIDENTE MUNICIPAL: 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLACA ep \U+2265 18 mm. CARTABON ep \U+2265 13 mm. h \U+2265 150 mm. h \U+2265 50 mm. 50 mm. PLACA ep \U+2265 18 mm. CARTABON ep \U+2265 13 mm. ZAPATA AISLADA “Z-1” “C-1” COLUMNA 35 X 35 CM 4 VAR. No. 3/4 EST. No. 3 @ 20 CM 4 VAR. No. 1/2 0.40 0.50 PARILLA CON VAR. No. 3 @ 12 CM. EN AMBOS SENTIDOS DADO 50X50 CM. 8 VAR. No. 4 EST. No. 3 @ 15 CM. F´C=250 KG/CM2 PLANTILLA DE CONCRETO POBRE \A1;0.80 \A1;1.00 \A1;0.12 “T-L” TRABE DE LIGA 4 VAR. No. 4 EST. No. 2 @ 20 CM. 1.40 0.40 “D-1″ 2 VAR. No. 3 K-1 CASTILLO 15×20 cm. 4 Ø 3/8″ EST. 1/4″ @ 15 cm. 0.15 0.20 CC CADENA CERRAMIENTO 15×20 cm. 4 Ø 3/8″ EST. 1/4″ @ 15 cm. 0.15 0.20 TL TRABE DE LIGA 20×60 cm. 4 Ø 1/2″, 2 Ø 3/8″ EST. 1/4″ @ 20 cm. 0.20 0.60 1 5 5 5 5 5 5 5 TL D-1 Z-1 D-1 Z-1 TL D-1 Z-1 D-1 Z-1 TL D-1 Z-1 TL D-1 Z-1 TL D-1 Z-1 TL D-1 Z-1 TL D-1 Z-1 TL D-1 Z-1 TL D-1 Z-1 TL D-1 Z-1 TL D-1 Z-1 TL D-1 Z-1 TL TL 2 3 4 5 6 7 A B 5 A B \A1;COLUMNA C-2 ACERO IR \A1;COLUMNA C-1 CONCRETO ARMADO COLUMNA C-2 ACERO IR 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FACHADA EJE ” B ” PLANTA DE CIMENTACION \A1;CASTILLO K-1 \A1;CADENA DE CERRAMIENTO CC 5 5 5 5 5 5 5 5 5 FACHADA EJE ” A ” \A1;COLUMNA C-1 CONCRETO ARMADO 1 2 3 4 5 6 7 7 6 5 4 3 2 1 5 COLUMNA C-2 VIGA IR LARGUERO VIGA IR 0.60 0.20 EST Ø 1/4 @ 20 CM. 4 VAR DE 1/2″ DE DIAM. 4 VAR Ø 1/2″ EST Ø 3/8″ 0.35 0.35 COLUMNA C – 1 @ 20 CM 4 VAR Ø 3/4″ DADO “D – 1″ EST Ø DE 3/8″ 8 VAR DE 1/2″ 0.50 @ 15 CM. 0.50 2 VAR DE 3/8” DE DIAM.