Detail Of Castles, Dalas And Beams DWG Detail for AutoCAD

Details and measurements of castles,. Dalas and more common rafters

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

dala type, countershaft, rest, countershaft, rest, detail of curfew, countershaft, rest, dala type, dala type, dala type, type column, column, castle type reinforcement, type column, type column, column, column, type column, type column, column, castle type reinforcement, cr castle, maya armex de, castle, maya armex de, column, type column, type column, type column, column, type column, column, column, type column, column, type column, column, detail columns, type column, column, type column, column, type column, column, column, type column, column, column, type column, type column, column, column, type column, type column, column, type column, column, beam type, countershaft, rest, countershaft, rest, detail beams, countershaft, rest, beam type, beam type, beam type

Raw text data extracted from CAD file:

DALA TIPO DD-A \A1;0.30 \A1;0.60 \A1;0.03 8 d 5/8″ 2 d 1/2″ 12 d 5/8″ CONTRAFLECHA = 3cms. 16 E d 3/8″ @15cms. resto @25cms. \A1;0.25 \A1;0.50 \A1;0.03 \A1;0.03 3 d 5/8″ 2 d 3/8″ 5 d 5/8″ CONTRAFLECHA = 1.5cms. 10 E d 3/8″ @15cms. resto @25cms. \A1;0.03 S/E DETALLE DALAS DE DESPLANTE S/E 8 d 5/8″ 10 d 5/8″ CONTRAFLECHA = 2cms. 20 E d 3/8″ @6cms. resto @12cms. 2 d 3/8″ 2 d 5/8″ E d 1/4″ @20cms. DALA TIPO DD-B S/E DALA TIPO DD-C S/E DALA TIPO DD-D S/E \A1;0.30 \A1;0.02 \A1;0.25 \A1;0.20 \A1;0.02 \A1;0.02 \A1;0.02 \A1;0.40 K2 15X20 K3 15X25 K4 15X30 K6 15X45 K7 20X20 K8 20X25 K9 20X30 K11 20X45 K10 20X35 K13 30X30 K14 30X35 K15 20X50 K12 25X25 K16 15X35 K17 30X40 K18 30X45 K20 15X40 COLUMNA TIPO \A1;0.30 \A1;0.15 COLUMNA K4 4 d 3/8″ E d 1/4″ @20cms. S/E. CASTILLO DE REFUERZO TIPO S/E. COLUMNA TIPO S/E. COLUMNA TIPO \A1;0.30 \A1;0.30 COLUMNA K13 8 d 3/8″ E d 1/4″ @20cms. S/E. \A1;0.20 \A1;0.20 COLUMNA K7 6 d 3/8″ E d 1/4″ @20cms. COLUMNA TIPO S/E. COLUMNA TIPO \A1;0.15 \A1;0.15 COLUMNA K1 4 d 3/8″ E d 1/4″ @20cms. S/E. CASTILLO DE REFUERZO TIPO \A1;0.15 \A1;0.15 CASTILLO Cr MAYA ARMEX DE 10X10 S/E. \A1;0.20 \A1;0.20 CASTILLO Cr2 MAYA ARMEX DE 20X20 \A1;0.45 \A1;0.20 COLUMNA K11 6 d 3/8″ E d 1/4″ @15cms. COLUMNA TIPO S/E. COLUMNA TIPO S/E. COLUMNA TIPO \A1;0.20 COLUMNA K10 10 d 1 1/2″ E d 1/4″ @20cms. S/E. COLUMNA TIPO S/E. \A1;0.35 \A1;0.30 COLUMNA K18 12 d 1 1/2″ E d 1/4″ @20cms. \A1;0.45 COLUMNA K19 12 d 1 1/2″ E d 1/4″ @20cms. \A1;0.50 COLUMNA TIPO S/E. \A1;0.30 COLUMNA K5 16 d 1 1/2″ E d 1/4″ @20cms. \A1;0.60 \A1;0.30 COLUMNA TIPO \A1;0.50 \A1;0.20 COLUMNA K15 10 d 3/8″ E d 1/4″ @20cms. S/E. DETALLE COLUMNAS S/E COLUMNA TIPO \A1;0.25 \A1;0.20 COLUMNA K8 4 d 3/8″ E d 1/4″ @20cms. S/E. COLUMNA TIPO \A1;0.25 \A1;0.15 COLUMNA K3 4 d 3/8″ E d 1/4″ @20cms. S/E. COLUMNA TIPO \A1;0.45 \A1;0.15 COLUMNA K6 4 d 3/8″ E d 1/4″ @20cms. S/E. \A1;0.25 \A1;0.25 COLUMNA K12 6 d 3/8″ E d 1/4″ @20cms. COLUMNA TIPO S/E. \A1;0.15 COLUMNA K2 4 d 1 1/2″ E d 1/4″ @20cms. \A1;0.20 K1 15X15 \A1;0.30 \A1;0.20 COLUMNA K9 6 d 3/8″ E d 1/4″ @15cms. COLUMNA TIPO S/E. COLUMNA TIPO \A1;0.35 \A1;0.30 COLUMNA K14 8 d 3/8″ E d 1/4″ @20cms. S/E. K5 30X60 K19 30X50 \A1;0.35 \A1;0.15 COLUMNA K16 COLUMNA TIPO S/E. 6 d 1 1/2″ E d 1/4″ @20cms. COLUMNA TIPO S/E. COLUMNA K17 12 d 1 1/2″ E d 1/4″ @20cms. \A1;0.40 \A1;0.30 COLUMNA TIPO \A1;0.50 \A1;0.15 COLUMNA K20 10 d 3/8″ E d 1/4″ @20cms. S/E. Cr 15X15 Cr2 20X20 VIGA TIPO V-A \A1;0.30 \A1;0.60 \A1;0.03 8 d 5/8″ 2 d 1/2″ 12 d 5/8″ CONTRAFLECHA = 3cms. 16 E d 3/8″ @15cms. resto @25cms. \A1;0.20 \A1;0.50 \A1;0.03 \A1;0.03 3 d 5/8″ 2 d 3/8″ 5 d 5/8″ CONTRAFLECHA = 1.5cms. 10 E d 3/8″ @15cms. resto @25cms. \A1;0.03 S/E DETALLE VIGAS S/E 8 d 5/8″ 10 d 5/8″ CONTRAFLECHA = 2cms. 20 E d 3/8″ @6cms. resto @12cms. 2 d 3/8″ 2 d 5/8″ E d 1/4″ @20cms. VIGA TIPO V-B S/E VIGA TIPO V-C S/E VIGA TIPO V-D S/E \A1;0.30 \A1;0.02 \A1;0.25 \A1;0.15 \A1;0.02 \A1;0.02 \A1;0.02 \A1;0.40