Ceiling Metal Structure DWG Detail for AutoCAD

Sports model roofing slab with metal frame; in which metallic profiles are used in both the roof and the columns supporting the metal roof. construction details are.

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

magnetic, elevation, timpane rod., am ……… metallic arch …….. metallic beam fence ……. metallic arc fence vm ……. metal beams., note: consider: ducts: linear weight. lighting: false ceiling: footprints: measurements of diameter in millimeters, base, all on smooth rod of, detail vm., all the cross-linking of the metal arc in rod, metal arch detail, smooth bar, am ……… metallic arch …….. metallic beam fence ……. metallic arc fence vm ……. metal beams., smooth, detail timpane rod., calaminon coverage, bar templator, shoe, of shoes, esc:, shoe, timpane rod., beam isometry, notes, if the iron are carbon steel, use electrodes, was corrugated, tirante, last with, esc:, parabolic construction scheme, cross of san andres, b.i, b.s, fo. plain, esc:, cut, see note, note, detail, esc:, esp, see note, bolts of, see detail, base plate, column, fabric, fo. plain, fo. corrugated, fo. plain, was corrugated, buckets, between beams, beams, side plate, base plate, base plate, esc:, for bolts, holes with chinese eye, grade pin, nut, washer, standard, base, esp, lateral, esc:, templator, sm smooth, was corrugated, cross of san andres, see detail, tirante, section, templator, sm smooth, was corrugated, cross of san andres, see detail, tirante, section, metal bow, esc:, metal bow, esc:, detail, note, see, fo. plain, esc:, section, fo. plain, fabric, fo. plain

Raw text data extracted from CAD file:

\W1;N MAGNETIC V-1 V-1 V-3 V-2 ±0,00 \A1;.62 \A1;.62 \A1;.62 \A1;.62 \A1;.62 \A1;.62 \A1;.62 \A1;.62 \A1;.62 \A1;.62 .37 .22 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.36 \A1;0.15 \A1;0.30 \A1;1.91 \A1;2.12 \A1;10.00 \A1;23.70 \A1;5.97 \A1;0.37 \A1;0.31 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;23.70 \A1;0.31 \A1;3.10 \A1;2.95 \A1;2.90 \A1;2.90 \A1;2.90 \A1;2.90 \A1;2.95 \A1;3.10 ELEVACION 1 \A1;(1:200) VIGUETA DE TIMPANO. AM .........ARCO METALICO A-VM ........ARRIOSTRE DE VIGUETAS METALICAS (d7) A-AM .......ARRIOSTRE DE ARCOS METALICOS (d15) VM .......VIGUETAS METALICAS. NOTA: -CARGAS A CONSIDERAR: DUCTOS: PESO MAXIMO, 70 Kg/m LINEAL. ILUMINACION: FALSO CIELO RASO: 10 Kg/m² PASARELLAS: LAS MEDIDAS DE DIAMETROS EN MILIMETROS AM AM AM AM AM AM AM AM AM AM AM AM AM AM VM VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-VM A-AM A-AM VM VM VM VM VM VM VM VM VM VM VM VM VM VM A-VM A-AM A-AM A-AM A-AM A-AM A-AM A-AM A-AM \A1;0.50 \A1;0.30 \A1;0.56 \A1;0.576 \A1;0.343 \A1;0.15 \A1;0.50 \A1;0.30 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.10 \A1;.09 \A1;0.12 \A1;.09 \A1;.10 \A1;P BASE \A1;.29 \A1;.08 \A1;d5/8" \A1;0.50 \A1;0.26 \A1;0.05 \A1;0.31 \A1;0.50 \A1;1.38 \A1;1.38 \A1;1.38 \A1;1.38 \A1;1.38 \A1;1.38 \A1;1.38 \A1;1.38 \A1;1.38 \A1;1.38 \A1;1.38 \A1;1.38 \A1;1.38 \A1;1.38 \A1;1.38 \A1;1.38 \A1;1.38 \A1;1.38 \A1;1.38 \A1;1.38 \A1;0.81 \A1;0.70 \A1;0.60 \A1;0.51 \A1;0.42 \A1;0.34 \A1;0.26 \A1;0.19 \A1;0.15 \A1;27.60 \A1;0.41 \A1;0.41 \A1;4.00 \A1;35.45 \A1;0.41 \A1;0.41 \A1;4.00 \A1;0.15 \A1;0.30 0.6199999999998909 0.6199999999998909 0.6200000000001182 0.6200000000001182 0.6199999999998909 0.6199999999998909 0.6200000000001182 0.6199999999998909 0.6200000000001182 0.6199999999998909 \A1;NOTA: TODO EL RETICULADO, EN VARILLA LISA DE d\S3#8;". DETALLE VM. \A1;(1:50) \A1;L 1 \S1#2;"x 1 \S1#2;"x 2mm. 5 5 \A1;NOTA: TODO EL RETICULADO DEL ARCO METALICO EN VARILLA d9,525 (\S3#8;") DETALLE DE ARCO METALICO \A1;(1:20) BARRA LISA d23 AM .........ARCO METALICO A-VM ........ARRIOSTRE DE VIGUETAS METALICAS (d7) A-AM .......ARRIOSTRE DE ARCOS METALICOS (d15) VM .......VIGUETAS METALICAS. 5 0.3600000000001273 0.3602963829349051 0.3595728075692364 0.3596030520326963 0.3582509846912671 0.3600000000001273 0.3599999999999 0.3600000000001273 0.3599999999999 0.3600000000000705 0.3599999999999568 0.3598032195548058 0.359843920684682 0.3600098198725732 0.3597952601656402 0.3595092825357256 \A1;VARILLA LISA d9,525 (\S3#8;") 0.3599999999999 0.3599999999999 0.3600000000001273 0.3599999999999 d7 d7 d7 0.3597305759968776 0.3597305759968776 0.3597305759968776 DETALLE VIGUETA DE TIMPANO. \A1;(1:20) 5 5 d7 d7 d7 5.969999999579159 1.907425922545372 2.122305635592454 0.3700387038019244 0.3049999999929582 9.999731557716984 5 COBERTURA DE ETERNIT, CALAMINON (1,83x1,07m) TEMPLADOR DE ARCO, BARRA DE d23 ZAPATA Z- 01 ZAPATA Z - 02 D I M E N S I O N E S \LDETALLE DE ZAPATAS ESC: 1/25 ZAPATA Z - 03 d1/2", @ 0.20 d1/2", @ 0.20 1.199999999254942 1.200000000011642 d1/2", @ 0.20 d1/2", @ 0.20 1.199999999254942 1.200000000011642 d1/2", @ 0.20 d1/2", @ 0.20 1.199999999254942 1.200000000011642 5 0.3100000000000023 3.10 5 5 5 5 5 5 5 VIGUETA DE TIMPANO. ISOMETRIA DE VIGUETA NOTAS 1. SI LOS FIERROS SON DE ACERO AL CARBONO USAR ELECTRODOS E-70XX Fo CORRUGADO TIRANTE d1/2" ULTIMO CON H= 4.00 ESC: 1/50 ESQUEMA CONSTRUCTIVO PARABOLICA 5 5 CRUZ DE SAN ANDRES d5/8" B.I 2L 1 1/2"X1 1/2"X3/16" B.S 2L 1 1/2"X1 1/2"X1/8" d1/2" Fo. LISO Fo. LISO ESC: 1/10 CORTE A-A VER NOTA 1 L 2"x2"x3/16" L 2"x2"x3/16" 0.56 L 2"x2"x3/16" NOTA 4 0.576 DETALLE -1 ESC: 1/10 3/8" esp. VER NOTA 2 VER NOTA 3 PERNOS DE 5/8" VER DETALLE PLANCHA BASE COLUMNA TEJIDO d3/8" Fo. LISO Fo. CORRUGADO d1/2" Fo. LISO d3/8" 0.343 0.15 d3/8" Fo Corrugado ARRIOSTRES ENTRE VIGUETAS VIGUETAS PLANCHA LATERAL PLANCHA BASE .30x.50x3/8"esp. PLANCHA BASE ESC: 1/10 5 5 5 5 5 5 5 5 5 DEd7/8" PARA PERNOS d5/8" 6 HUECOS CON OJO CHINO R.07 .10 PERNO GRADO 10 1 TUERCA Y 1 ARANDELA ESTANDAR P BASE NC 5 S/E .08 d5/8" L 5 5 0.05 0.31 0.50 L P 3/8" esp. P LATERAL L ESC: 1/10 C L 5 1.379999999999995 1.379999999999995 1.379999999999995 1.379999999999995 1.379999999999995 1.379999999999995 1.379999999999995 1.379999999999995 1.379999999999995 1.379999999999995 1.379999999999995 1.379999999999995 1.379999999999995 1.379999999999995 1.379999999999995 1.379999999999995 1.379999999999995 1.379999999999995 1.379999999999995 5 0.704663116529801 0.6045349098096864 0.5118378259851681 0.4248657262715128 0.3422916521258372 0.2630468413611453 0.1862395065400158 0.1480238531505584 5 TEMPLADOR d1-1/4" Fo LISO Fo CORRUGADO 5 P .30x.50X3/8"esp. L CRUZ DE SAN ANDRES VER DETALLE 1 VER DETALLE 2 TIRANTE d1/2" A 0.4147330972879217 5 SECCION C-C 5 TEMPLADOR d1-1/4" Fo LISO Fo CORRUGADO 5 P .30x.50X3/8"esp. L CRUZ DE SAN ANDRES VER DETALLE 1 VER DETALLE 2 TIRANTE d1/2" A 0.4147330972879217 5 SECCION B-B ARCO METALICO T-2 ESC: 1/50 ARCO METALICO T-2 ESC: 1/50 DETALLE -2 d1/2" d1-1/4" S/E d1-1/4" NOTA 4 VER Fo. LISO ESC: 1/10 SECCION C-C d3/8" Fo. LISO TEJIDO d3/8" 0.15 0.30 Fo. LISO d1/2"

Language	N/A
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, ceiling, columns, cover, dach, DETAIL, DWG, frame, hangar, lagerschuppen, metal, metallic, model, profiles, roof, roofing, shed, slab, slab sports, sports, sports field, structure, terrasse, toit

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