Castle’s Armor And Seismic Resistant Columns DWG Block for AutoCAD

Amor of castles and dalas to close with their respective one armed

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

castles

Raw text data extracted from CAD file:

20 20 8 12 8 30 20 12 12 12 12 30 12 20 12 12 25 27 20 12 12 12 20 20 30 20 36 12 30 36,40 o’45 27 o’30 55 A 65 38 31 12 12 8 15 30 35 36 30 27 27 40 24 24 12 50 20 28 48 48 67 \A1;12 \A1;30 \A1;12 \A1;35 \A1;30 \A1;20 \A1;20 \A1;12 \A1;8 \A1;12 \A1;36 \A1;30 \A1;27 \A1;27 \A1;40 \A1;20 \A1;20 \A1;12 \A1;20 \A1;12 \A1;27 o’30 \A1;12 \A1;28 \A1;50 \A1;24 \A1;24 \A1;20 \A1;12 \A1;48 \A1;20 \A1;36,40 o’45 \A1;12 \A1;55 A 65 \A1;12 \A1;38 \A1;31 \A1;12 \A1;67 \A1;20 \A1;20 \A1;30 \A1;12 \A1;8 \A1;15 \A1;12 \A1;8 \A1;12 \A1;48 \A1;27 \A1;20 \A1;36 \A1;30 \A1;20 \A1;30 \A1;30 \A1;20 \A1;12 \A1;25 \A1;12 \A1;30 \A1;12 \A1;20 \A1;20 12 30 @15 2d4 4d5 EST.d2 K14 CASTILLOS 12 35 EST.d2 30 20 K10 6d4 @20 20 12 8 @20 K0 2d3 EST.d2 12 36 30 K11 6d3 @20 EST.d2 EST.d2 K12 4d4 2d3 @20 27 27 K13 4d5 @15 EST.d2 40 20 20 12 20 12 K1 4d3 EST.d2 @20 EST.d2 @20 4d3 K2 27 o’30 12 K3 EST.d2 @15 4d4 4d3 EST.d2 @20 K4 EST.d2 @20 K8 28 50 EST.d2 24 24 @15 4d5 K15 20 K16 12d3 @20 EST.d2 12 48 20 36,40 o’45 4d4 EST.d2 @15 K5 12 6d3 K6 @20 EST.d2 55 A 65 8d3 EST.d2 @20 K7 12 38 31 12 67 K17 @20 EST.d2 8d4 20 4d5 EST.d2 @20 6d4 K18 20 30 4d3 d5 @20 EST.d2 12 10d3 8 15 12 K9 8d3 EST.d2 @20 8 12 d0 2d3 @20 EST.d2 48 d4 4d3 @20 EST.d2 D A L A S d6 @20 EST.d2 4d3 27 20 36 30 20 d7 @20 EST.d2 6d3 30 d8 @20 EST.d2 4d4 30 4d3 d2 @20 EST.d2 4d3 EST.d2 20 d1 12 @20 25 12 d3 4d3 @20 EST.d2 30 12 20 20 EST.d2 @20 d9 8d3