Tarima De Un Centro De RecreaciÓN DWG Detail for AutoCAD

Tarima De Un Centro De RecreaciÓN DWG Detail for AutoCAD

Designing a flooring of a Recreation Center contains plant and architectural details.

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

Column, sill wall, Column, plant structural walls esc., foundation plant esc., plant structural walls esc., wire mm, type connector, vertical reinforcement, full cell grouting, mm connector every row, the connector will be placed to open the transverse block. the connector is closed on the course of the second wall the connector is fused with the grouting mortar, Column type esc., stirrup every cms, vertical reinforcement, ladder mm each row, stick mortar, subfloor, cleaning window, beam foundation, mooring beam, slab, horizontal reinforcement wire mm, stirrups every cms, detail of reinforcements in walls esc. vertical, edge joist, mooring beam, stirrup every cms, stirrup every cms, stirrup every cms, reinforcement beam mooring, edge joist reinforcement, metaldeck sheets cm, bluff block, hive profile mm steel astm, rods with cms overlaps, stirrups cm, welded Mesh, stirrups cm, rods with cms overlaps, welded Mesh, rods with cms overlaps, welded Mesh, stirrups cm, beam reinforcement foundation section esc., stirrup every cms, corridas overlap of cms, stirrup every cms, stirrup every cms, each cms, Electromagnetic mesh mm, sheet metaldeck lime. a, Mooring tape, concrete foundation beam psi., stirrup every cms, columneta section, stirrup every cms, plant structure stage teatrino esc., columneta reinforcement see detail, reinforcement staircase see detail, reinforcement ribbon see detail, beam reinforcement foundation see detail, lateral elevation supporting wall esc., cross section esc., front elevation closing wall esc., connector, detail of placement of, detail of reinforcement placement, materials specifications masonry: resistance the compression of the units of clay block drilling mortar paste: cement: hydrated lime: sand: grouting mortar filling: cement: sand: steel: corrugated steel: electrowelded mesh: astm, Specifications: concrete: psi steels days:

Raw text data extracted from CAD file:

4,02 0,99 0,88 1,17 0,12 0,77 0,88 0,58 0,25 0,87 0,85 0,95 0,83 1,00 4,00 0,75 5,25 0,50 0,67 25 15 25 10 5 5 5 5 5 5 5 5 5 5 5 5 5 COLUMNETA AMARRE MURO ANTEPECHO H=1.0 m 4 # 3 2 # 3 4 # 3 2 # 3 2 # 3 COLUMNETA AMARRE PLANTA MUROS ESTRUCTURALES ESC. 1:50 PLANTA DE CIMENTACION ESC. 1:50 PLANTA MUROS ESTRUCTURALES ESC. 1:50 4 25 10 24 4 ALAMBRON D=5 mm CONECTOR TIPO REFUERZO VERTICAL CELDA LLENA GROUTING CONECTOR D=5 mm CADA 2 HILADAS 1. Se coloca el conector y se habre para poner el bloque transversal. 2. Se cierra el conector sobre la hilada del segundo muro 3. Se funde el conector con el mortero grouting 12 25 COLUMNETA TIPO Esc. 1:20 4 # 3 6 19 5 ESTRIBO 1/4" Cada 15 cms L=0.6 m REFUERZO VERTICAL ESCALERILLA 2 D=4 mm Cada 3 hiladas (60 cm) Mortero de pega CONTRAPISO 7.5 12.5 7.5 5 VENTANA DE LIMPIEZA VENTANA DE LIMPIEZA VIGA CIMIENTO VIGA DE AMARRE LOSA REFUERZO HORIZONTAL ALAMBRON D= 4 mm 1 # 3 L=1.5 m 20 1 # 3 L=2.0 m 30 25 25 25 25 ESTRIBOS 1/4" Cada 15 cms 4 # 3/8 L=3.0 m DETALLE DE REFUERZOS EN MUROS ESC. 1:50 Vertical VIGUETA DE BORDE VIGA DE AMARRE V-1 VIGA DE AMARRE V-2 VIGA DE AMARRE V-2 VIGA DE AMARRE V-1 VIGA DE AMARRE V-2 ESTRIBO 1/4" Cada 15 cms L=0.56 m 5 17 6 4 # 3 12 24 ESTRIBO 3/8" Cada 15 cms L=0.56 m 17 5 6 4 # 4 24 12 24 2 # 4 ESTRIBO 1/4" Cada 15 cms L=0.40 m 10 5 5 5 5 20 REFUERZO VIGA DE AMARRE V-2 REFUERZO VIGA DE AMARRE V-1 REFUERZO VIGUETA DE BORDE LAMINAS METALDECK 22" CAL.20 e=12 cm BLOQUE FAROL 80X20X8 PERFIL COLMENA 1.5 mm ACERO ASTM A570 4 varillas 1/2" con traslapos de 40 cms 34 16 22 17 10 Estribos 3/8" L= 1.09 c.20 cm Malla Electrosoldada M-84 5mm (25x25) 3 1 2 25 15 15 25 10 15 15 15 25 10 Estribos 3/8" L= 1.36 c.20 cm 52 10 20 22 22 4 varillas 1/2" con traslapos de 40 cms Malla Electrosoldada M-84 5mm (25x25) 4 varillas 1/2" con traslapos de 40 cms Malla Electrosoldada M-84 5mm (25x25) 26 Estribos 3/8" L= 1.24 c.20 cm 10 42 10 26 REFUERZO VIGA CIMIENTO SECCION 1-1 Esc. 1:20 REFUERZO VIGA CIMIENTO SECCION 2-2 Esc. 1:20 REFUERZO VIGA CIMIENTO SECCION 3-3 Esc. 1:20 12 10 2 # 3 5 6 ESTRIBO 1/4" Cada 20 cms L=0.16 m 25 25 4 # 4 Corridas traslapo de 40 cms 17 17 10 ESTRIBO 3/8" Cada 20 cms L=0.88 m 4 # 3 Estribo 1/4" cada 15 cms L= 0.78 m 6 # 3 cada 20 cms L= 1.0 m 5 # 3 cada 20 cms L= 1.70 m 30 122 18 MALLA ELECTROSOLDAD 4 mm (15x15) LAMINA METALDECK 2" CAL. 20 Son= 6 un CINTA DE AMARRE VIGA DE CIMENTACION CONCRETO 3000 Psi. ESTRIBO 1/4" Cada 15 cms L=0.54 m SECCION COLUMNETA 5 16 6 4 # 3 12 24 4 # 3 L= 1.20 m 4 Estribo 1/4" cada 15 cms 20 PLANTA ESTRUCTURA TARIMA TEATRINO ESC. 1:50 5 5 5 5 REFUERZO COLUMNETA VER DETALLE -1 REFUERZO ESCALERA VER DETALLE -2 REFUERZO CINTA VER DETALLE -3 REFUERZO VIGA CIMIENTO VER DETALLE -4 12 10 5 5 ALZADA LATERAL MURO DE APOYO ESC. 1:50 SECCION (A-A) TRANSVERSAL ESC. 1:50 A A ALZADA FRONTAL MURO DE CIERRE ESC. 1:50 CONECTOR CONECTOR CONECTOR CONECTOR CONECTOR DETALLE DE COLOCACION DE CONECTORES-ESC. 1:20 DETALLE DE COLOCACION DE REFUERZO HORIZONTAL-ESC. 1:20 ESPECIFICACIONES DE MATERIALES MAMPOSTERIA: f'm=140 kg/cm2 Resistencia a la compresion de las unidades de bloque de arcilla de perforacion vertical; NTC-4205 MORTERO DE PEGA: NTC-3329 Cemento: 1 Cal Hidratada: 0.25 Arena: 2.5 MORTERO GROUTING DE RELLENO: NTC-4048 Cemento: 1 Arena: 1.5 ACEROS: Aceros corrugados: NTC-2289 f'y=4.200 kg/cm2 D<=#2 (1/4") MALLAS ELECTROSOLDADAS: ASTM A-497 f'y=4.200 kg/cm2 ESPECIFICACIONES: CONCRETO: 3000 psi (21 Mpa) a los 28 dias ACEROS: f'y= 2.400 kg/cm2 D<=3/8" f'y= 4.200 kg/cm2 D=>=1/2"

Language	Spanish
Drawing Type	Detail
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	architectural, assorted, autocad, center, centro, de, designing, DETAIL, details, DWG, flooring, plant, recreation, scaffold