Gazebos–Thatched Roof, Wood Columns DWG Section for AutoCAD

Structure of roof in natural palm or artificial – Sections – Plants

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

lifting by axis, lifting by axis, structural plant, armed cover, symbology, ptr white, ptr green, tube ced., column hss, beam hss, smooth round contraventeo, dice, symbology, ptr white, ptr green, tube ced., column hss, beam hss, smooth round contraventeo, dice, armed deck, drill holes, license plate, vrs cms a.s., concrete f’c, column, Section A’, taq, given plant, column, structural details, structural plant, symbology, ptr white, column hss, beam hss, dice, front section, armed cover, drill holes, license plate, vrs cms a.s., concrete f’c, column, Section A’, taq, given plant, column, structural details

Raw text data extracted from CAD file:

6,58 2,74 4,42 7,98 7,79 5,43 2,56 2,03 4,33 10,50 8,03 2,56 6,50 7,79 9,39 4,42 10,50 5,48 6,50 4,33 2,74 10,50 8,03 2,79 3,65 2,48 6,00 5,69 0,38 5,12 0,38 D1 V1 V1 C1 C1 V1 L2 L3 L1 L1 5 5 5 5 5 D1 Elevación por Eje A 5 5 5 5 5 Elevación por Eje 1 5 D1 D1 D1 L3 L1 L1 V1 V1 V1 V1 C1 C1 C1 L2 L2 CV-1 CV-1 L1 5 Planta Estructural C1 C1 C1 C1 C1 C1 V1 V1 V1 V1 V1 A Armado de Cubierta L3 L1 L1 L1 5 5 5 L1 L1 L1 L2 L2 V1 V1 D1 D1 D1 D1 D1 D1 5 5 5 5 5 B C 1 2 A B C L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L1 L1 Simbologia L1 = PTR 3″ x 3″ Blanco L2 = PTR 3″ x 4″ Verde L3 = Tubo d 4″ Ced. 40 C1 = Columna HSS 10″ x 10″ x 3/16″ (36.80 kg/ml) V1 = Viga HSS 6″ x 10″ x 3/16″ (29.21 kg/ml) CV-1 = Contraventeo Redondo Liso d 3/4″ D1 = Dado 1.00 x 1.00 x 0.40 Simbologia L1 = PTR 3″ x 3″ Blanco L2 = PTR 3″ x 4″ Verde L3 = Tubo d 4″ Ced. 40 C1 = Columna HSS 10″ x 10″ x 3/16″ (36.80 kg/ml) V1 = Viga HSS 6″ x 10″ x 3/16″ (29.21 kg/ml) CV-1 = Contraventeo Redondo Liso d 3/4″ D1 = Dado 1.00 x 1.00 x 0.40 1 2 A B C 5 5 Armado de la Cubierta L2 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L3 L1 L1 L1 5 L2 L2 A B C Barrenos d 3/4″ placa 0.60 x 0.60 x 5/8″ vrs d 1/2″ @ 15 cms a.s. Concreto f’c = 250 kg/cm2 Columna C1 Sección A – A’ 8 Taq. d 5/8″ x 10″ Planta Dado D1 1.00 1.00 Columna C1 A’ A Detalles Estructurales 5 5 5 5 Planta Estructural C1 C1 C1 C1 C1 C1 C1 C1 V1 V1 V1 V1 V1 V1 V1 V1 D1 D1 D1 D1 D1 C1 C1 C1 C1 C1 V1 V1 V1 V1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 5 Simbologia L1 = PTR 3″ x 3″ Blanco C1 = Columna HSS 10″ x 10″ x 3/16″ (36.80 kg/ml) V1 = Viga HSS 6″ x 10″ x 3/16″ (29.21 kg/ml) D1 = Dado 1.00 x 1.00 x 0.40 Sección Frontal D1 D1 D1 D1 D1 D1 D1 D1 5 5 Armado de Cubierta V1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 V1 V1 V1 V1 V1 V1 V1 5 A B C D A C D B Barrenos d 3/4″ placa 0.60 x 0.60 x 5/8″ vrs d 1/2″ @ 15 cms a.s. Concreto f’c = 250 kg/cm2 Columna C1 Sección A – A’ 8 Taq. d 5/8″ x 10″ Planta Dado D1 1.00 1.00 Columna C1 A’ A Detalles Estructurales