Gable Roof–Sheet Metal Over C Beams On Concrete Columns DWG Block for AutoCAD

Covers 20×25 meters, approx 66 x 82 feet.

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

double cost, coastal, double vertical only, double cost, concrete column, double cost, anchoring to reinforcing steel, double cost, double cost, bolts, scissor detail, esc:, roof plant, esc:, section, esc:, anchor detail, esc:, anchor detail, esc:, Technical specifications, lamina upvc axis, slide channel, n.p.t. inside, Exterior, structure elevation, esc:, coastal, paint finish: synthetic enamel hands, base paint: zinc-coated enamel hands, penetration respectively., according to finishing work, electrodes type, will be of electric arc tubular wire, standard astm its equivalent degree, adjusted in accordance with the, all bolts will be nut head, will conform to the standard astm, structural steel quality, all rolled profiles, flat, flat, metal cover jutiapa

Raw text data extracted from CAD file:

5.00 5.00 5.00 5.00 5.00 20.40 1.86 0.71 0.64 1.10 1.02 0.47 0.74 1.40 9.20 11.63 0.95 0.75 0.45 4.50 4.65 11.63 1.00 6.23 5.12 0.69 0.64 1.02 1.02 1.02 0.65 0.66 1.02 1.02 1.02 1.02 0.99 1.00 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.00 0.73 5 Costanera 2X6 doble Costanera 2X6 doble Costanera 2×6 doble Costanera 2×6 doble Costanera 2×4 5 5 5 5 5 5 1.020612224493863 1.102255080616533 0.6372643972101208 0.7093316178601015 1.855135965970064 A B A B 1 2 3 4 5 6 1 2 3 4 5 6 4.999999999999993 5.0 5.0 5.0 5.0 20.40000000000001 A \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Tensores d \S5#8;” \A1;Costanera 2×6″ solo verticales dobles Costanera doble 2×6″ Costanera doble 2×6″ Costanera doble 2×4″ Columna de concreto Costanera doble 2×6″ Anclaje al acero de refuerzo Costanera doble 2×4″ A 1 Costanera doble 2×6″ Costanera doble 2×6″ Costanera doble 2×4″ 1 \A1;L 3″x \H0.7x;\S1#4;\H1.4286x;” + 2 pernos 0.446908166325926 DETALLE DE TIJERA ESC: 1:25 PLANTA DE TECHOS ESC: 1:75 SECCION 1-1 ESC: 1:20 DETALLE DE ANCLAJE ESC: 1:20 DETALLE DE ANCLAJE ESC: 1:20 1 ESPECIFICACIONES TECNICAS 1 5 5 5 5 5 5 Lamina Upvc axis 2mm Canal de lamina N.P.T. Interior 0.00 Exterior -0.15 A B ELEVACION ESTRUCTURA ESC: 1:75 5 0.6375691381459481 1.020609767343761 1.020609767343759 1.020609767343758 0.6486055675460998 0.6633963487734453 1.020609767343758 1.02060976734376 1.020609767343762 1.020609767343759 0.9906098395695313 1.000000000000043 1.020612224493888 1.020612224493856 1.020612224493899 1.020612224493874 1.020612224493856 1.020612224493895 1.02061222449387 1.021230467592446 0.9999999999999929 Costanera 2×4″ – PINTURA ACABADO: 2 MANOS ESMALTE SINTETICO – PINTURA BASE: 2 MANOS ESMALTE ZINCROMATO O PENETRACION RESPECTIVAMENTE. (4,900 Kg/cm2) SEGUN LOS TRABAJOS DE ACABADO – ELECTRODOS TIPO E60 (4,200Kg/cm2) o E70 – SERA DE ARCO ELECTRICO Y/O ALAMBRE TUBULAR NORMA ASTM A325 O SU EQUIVALENTE GRADO 5 HEXAGONAL; SE AJUSTARAN A LO INDICADO EN LA – TODOS LOS PERNOS SERAN DE CABEZA Y TUERCA fy=2,500 Kg/cm2. SERAN CONFORMES A LA NORMA ASTM A36, DE ACERO AL CARBONO, CALIDAD ESTRUCTURAL – TODOS LOS PERFILES LAMINADOS Y PLANCHAS \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Costanera 2×6″ \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” \A1;Templete plana 2″x\S1#8;” 5 CUBIERTA METALICA JUTIAPA