Detail Roof Wih Tiles DWG Section for AutoCAD

Detail roof with tiles – Section with technical specificationsf

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

General criterion for the roof with roof, Similar quarry column, Lock concrete f’c armed with cm stirrups. Tied with annealed wire from the, Red clay tile, welded Mesh, Wooden planks for trabe lining simulate section of gualdra cm., Monolithic concrete slab f’c reinforced with welded mesh with thickness of collar supported on beam., Annealed baroque wall., Wood beam section cm. With finished pigeon chest on one end treated with pentachlorophenol prior to placement the beams would be placed cm., Lock concrete f’c armed with cm stirrups. More staples tied with annealed wire to see detail of trab, F’c concrete castle armed with cm stirrups. Tied with annealed wire from the

Raw text data extracted from CAD file:

CRITERIO GENERAL PARA LA CUBIERTA CON TEJADO Columna de cantera o similar / Trabe de concreto f’c = 250 kg/cm2 armado con 4 O de # 3 y estribos del # 2 @ 20 cm. amarrados con alambre recocido del # 18. ( T – 3 ) Teja de barro rojorecido Malla electrosoldada 66-10/10 / / Tablones de madera para forro de trabe y simular seccion de gualdra 30 X 40 cm. Losa monolitica de concreto f’c = 250 kg/cm2 armado con malla electrosoldada 6×610/10 con espesor de 10cm. colar apoyada en trabe. Muro de tabique de barojo recocido. Viga de madera de seccion 10 X 20 cm. con terminado de pecho paloma en un extremo y tratada con pentaclorofenol antes de su colocacion las vigas se colocaran @50 cm. Trabe de concreto f’c = 250 kg/cm2 armado con 4 O de # 4 y 2 O # 3 estribos del # 2 @ 15 cm. mas grapa amarrados con alambre recocido del # 18. ( VER DETALLE DE TRABE T – 2 ) Castillo de concreto de f’c = 250 kg/cm2 armado con 4 O # 3 estribos del #2 @ 20 cm. amarrados con alambre recocido del # 18. ( K – 1 ) \A1; \A1;