Double Roof Details DWG Detail for AutoCAD

Double roof Details – Metal

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

nabla, signature of the owner, do not. sheet:, design:, nabla steels, commercial, planner signature, drawing:, calculation:, revised:, indicated, date:, scale, plane of:, owner:, Location:, kind, steels, draft:, platen, column, cartela, rigid box, beam section, channel, lamina aluzinc natural color, caliber profile, costaneras of, ridge, platen, rigid box, temple, bolts, bolts, bolts, channel, column, cartela, beam section, platen, scale, platen, bolts, rigid box, scale, coastal, coastal, diagonal, scale, rigid box, diagonal, coastal, coastal, scale, channel, sheet, with emulsika sikaflex, scale, channel, sheet, with emulsika sikaflex, detail of type frame, scale, floor level, finished, every frames, frames with, cartela, concrete floor, without armed, cement to, compacted pm, compacted pm, floor base, scale, beam section, scale, scale, rigid, pedestal, platen, bolts, scale, platen, cloak in, existing column, bolts, platen, beam section, bolts, platen, scale, cantilever, scale, beam of, scale, cantilever, plate of, bolts, bolts, cantilever, prefabricated, Wall, mesh will be removed, laminate will be placed, existing, sheet, existing, block wall, concrete, of kg., typical, angular, angular, plate of, see detail, angle union, see detail, typical, angular, typical, caliber, gal sheet, channel of, see detail, plate of, vertical angles, in diagonal, angular, union, typical detail, Cindurib sheet, Cindurib sheet, see detail, angular, see detail, angular, scissor detail, scale, typical section, scale, angular, vertical diagonal, see elevation, platen, cap screw, concrete foundry, support plant, scale, scissors, angular, platen, platen, intermediate union detail, scale, of angular, platen, scale, vertical diagonal, bottom union detail, of angular, vertical diagonal, cap screw, scale, typical top detail, angle joint, platen, angular diagonal, vertical angles, platen, of run, fillet welding, caliber, gal sheet, channel of, typical, angular, in diagonal, angular, union, typical detail, vertical angles, angular, scissor detail, scale, plate of, see detail, foundry slab, Cindurib sheet

Raw text data extracted from CAD file:

\A1;3.00 \A1;3.00 \A1;6.00 \A1;9.36 \A1;2.44 \A1;1.50 \A1;1.50 \A1;1.50 \A1;26.50 \A1;16″ \A1;5″ \A1;3/16″ \A1;1/4″ \A1;16″ A 24″ \A1;6″ \A1;3/16″ \A1;3/8″ \A1;16″ \A1;5″ \A1;3/16″ \A1;3/16″ \A1;1.00 m. \A1;1.50 m. \A1;8″ \A1;2″ \A1;6″ \A1;8″ \A1;10″ \A1;10″ \A1;6″ \A1;6″ \A1;16″ A 28″ \A1;3/16″ \A1;3/8″ \A1;6″ \A1;0.15 \A1;0.15 \A1;0.15 \A1;3″ \A1;1 1/2″ \A1;1 1/2″ \A1;6″ \A1;2″ \A1;3″ \A1;5″ \A1;12″ \A1;24″ \A1;2″ \A1;0.05 \A1;0.15 \A1;0.05 \A1;0.25 \A1;0.025 \A1;0.025 \A1;0.30 \A1;0.40 \A1;0.20 \A1;0.20 \A1;3″ \A1;9 1/2″ \A1;16 1/2″ \A1;3″ \A1;1 1/2″ \A1;1 1/2″ \A1;6″ \A1;2″ \A1;2″ \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.29 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.24 \A1;2.60 \A1;0.20 \A1;1.30 \A1;0.20 \A1;1.80 \A1;0.05 \A1;0.20 \A1;0.40 \A1;0.25 \A1;0.90 \A1;0.30 \A1;3″ \A1;1 1/2″ \A1;1 1/2″ \A1;6″ \A1;2″ \A1;3″ \A1;5″ \A1;16″ \A1;28″ \A1;2″ \A1;8″ \A1;4″ \A1;3/16″ \A1;3/16″ \A1;3″ \A1;0.83 \A1;2.10 \A1;3″ \A1;6″ \A1;1 1/2″ \A1;1 1/2″ \A1;2″ \A1;1.95 \A1;2.30 (13)\C: LANOS\ NABLA FIRMA DEL PROPIETARIO No. HOJA: DISEÑO: ACEROS NABLA ACEROS NABLA ACEROS NABLA COMERCIAL FIRMA DEL PLANIFICADOR DIBUJO: CALCULO: REVISO: INDICADA FECHA: ESCALA PLANO DE: PROPIETARIO: UBICACION: TIPO ACEROS PROYECTO: \A1;13.70 \A1;0.95 \A1;0.95 \A1;L/4 \A1;L/4 \A1;L/4 \A1;L/4 \A1;L/4 \A1;0.95 \A1;0.95 \A1;0.40 \A1;0.05 \A1;0.05 \A1;0.20 \A1;0.05 \A1;0.05 \A1;0.05 \A1;6″ \A1;15/16″ \A1;15/16″ \A1;1 7/8″ \A1;2″ \A1;3/16″ \A1;2″ \A1;2″ \A1;2″ \A1;3/16″ \A1;2″ \A1;2″ \A1;3/16″ \A1;9.00 \A1;6.85 \A1;6.85 \A1;0.90 \A1;0.90 \A1;L/4 \A1;L/4 \A1;L/4 \A1;L/4 D D 0.0 0.0 0.0 5 0.0 1.023127124558684 0.0 1.023127124559167 PLATINA 1 COLUMNA CARTELA 1 CAJA RIGIDANTE 1 SECCION DE VIGA 1 SECCION DE VIGA 2 CANAL 1 LAMINA ALUZINC COLOR NATURAL CALIBRE 26 PERFIL 101 COSTANERAS DE 6″X2″X1/16″ @ 1.5 m. CUMBRERA PLATINA 2 PLATINA 3 CAJA RIGIDANTE 2 1.239248541386615 TEMPLETE d 3/8 2 PERNOS d 3/4″ 8 PERNOS d 3/4″ d 3/4″ 6 PERNOS PENDIENTE=25% CANAL 2 16″ 5″ 0.3519289224770432 0.3519289224770432 COLUMNA 16″ A 24″ 6″ -0.1461135023314739 -0.1461135023314739 CARTELA 1 SECCION DE VIGA 2 -0.5128779911032666 16″ 5″ -0.5128779911032666 PLATINA 1 ESCALA 1:7.5 PLATINA 2 t=5/8″ 8 PERNOS d 3/4″ CAJA RIGIDANTE 1 ESCALA 1:12.5 9.55552960668156 6″X2″1/16″ COSTANERA DE COSTANERA DE 6″X2″1/16″ COSTANERA DE 5″X2″1/16″ DIAGONALES DE A 45° -0.1631811808131545 ESCALA 1:12.5 CAJA RIGIDANTE 2 A 45° 5″X2″1/16″ DIAGONALES DE COSTANERA DE COSTANERA DE 6″X2″1/16″ COSTANERA DE 6″X2″1/16″ -7.363480213334697 -7.363480213334697 -7.363480213334697 -7.363480213334697 ESCALA 1:1/8″ CANAL 1 LAMINA t=1/16″ CON EMULSIKA + SIKAFLEX -7.363480213334697 -7.363480213334697 -7.363480213334697 -7.363480213334697 ESCALA 1:1/8″ CANAL 2 LAMINA t=1/16″ CON EMULSIKA + SIKAFLEX DETALLE DE MARCO TIPO 1 ESCALA 1:75 NIVEL DE PISO TERMINADO A CADA 3 MARCOS (EN MARCOS CON TENSORES) 16″ A 28″ -0.5324307933080092 CARTELA 2 -0.5324307933080092 6″ -0.0000000000000995 -0.0000000000000995 -0.0000000000000995 PISO DE CONCRETO SIN ARMADO CEMENTO AL 5% COMPACATADO A 95% PM SUB-RASANTE COMPACATADO A 95% PM BASE DE SUELO ESCALA 1:7.5 ESCALA 1:7.5 SECCION DE VIGA 1 SECCION DE VIGA 3 ESCALA 1:7.5 ESCALA 1:7.5 -9.940368387895873 -9.6903683878961 -9.6903683878961 -9.6903683878961 -9.6903683878961 -9.6903683878961 -9.6903683878961 -9.6903683878961 -9.6903683878961 -9.6903683878961 ESCALA 1:7.5 RIGIDANTE t=1/4″ 0.05 0.15 0.05 0.25 0.025 0.025 0.30 d 3/4″ 0.40 0.20 PEDESTAL P1 PLATINA t=5/8″ 0.20 2 PERNOS -5.029625719967754 -5.029625719967754 -5.029625719967754 -11.99499995880163 -11.99499995880163 -11.99499995880163 -11.99499995880163 -11.99499995880163 -5.029625719967754 ESCALA 1:7.5 PLATINA 3 CAPOTE EN 0.0 0.0 0.0 0.0 0.0 5 COLUMNA EXISTENTE 0.0 0.0 5 0.0 0.0 0.0 0.0 0.0 0.0 d 3/4″ 8 PERNOS PLATINA 2 SECCION DE VIGA 1 SECCION DE VIGA 2 PENDIENTE=25% 5 5 5 5 5 5 5 5 5 5 5 8 PERNOS -51.50884202990102 -51.50884202990102 -51.50884202990102 -50.49284202990128 -50.49284202990128 d 3/4″ t=5/8″ -50.49284202990128 -50.49284202990128 -50.49284202990128 -50.49284202990128 -50.49284202990128 PLATINA 4 ESCALA 1:7.5 VOLADIZO ESCALA 1:7.5 VIGA DE 4″ 8″ -6.278632520218409 3/16″ 0.4713836842189778 0.4713836842189778 0.4713836842189778 6.03365965528269 6.03365965528269 6.03365965528269 6.03365965528269 6.033659655282861 ESCALA 1:7.5 VOLADIZO PLATINA DE 6 PERNOS d 3/4″ t=5/8″ 4 PERNOS t=1/4″ d 3/4″ VOLADIZO PREFABRICADO MURO SE QUITARA MALLA Y SE COLOCARA LAMINA EXISTENTE 5 5 LAMINA EXISTENTE MURO DE BLOCK DE CONCRETO DE 0.19X0.19X.039 DE 50 Kg. -44.3738570708897 -44.3738570708897 -44.3738570708897 TIPICO 30% 2 ANGULARES 2″x2″x3/16″ 1 3/4″x1 3/4″x1/8″ 2 ANGULARES 2 ANGULARES 1 1/2″x1 1/2″x1/8″ PLATINA DE 6″x8″x3/16″ VER DETALLE UNION DE ANGULAR VER DETALLE -44.3738570708897 -44.3738570708897 -44.3738570708897 TIPICO A 2″x2″x1/8″ 2 ANGULARES -44.3738570708897 -44.3738570708897 TIPICO 30% C -44.3738570708897 -44.3738570708897 CALIBRE 26 LAMINA GAL. CANAL DE DE 6″x8″x3/16″ VER DETALLE PLATINA DE 2 ANGULARES VERTICALES 1 3/4″x1 3/4″x1/8″ EN DIAGONAL 2 ANGULARES ANGULARES DE UNION DE DETALLE TIPICO 1 1/2″x1 1/2″x1/8″ LAMINA CINDURIB BLANCO/BLANCO BLANCO/BLANCO LAMINA CINDURIB VER DETALLE 1 2″x2″x3/16″ 2 ANGULARES VER DETALLE 2 2 ANGULARES 2″x2″x3/16″ DETALLE DE TIJERA (NAVE 1) ESCALA 1 / 25 SECCION TIPICA ESCALA 1 / 20 2 ANGULARES DIAGONAL o VERTICAL VER ELEVACION -53.94949093310629 -53.94949093310629 -53.94949093310629 -53.94949093310629 -53.94949093310629 -53.94949093310629 -53.94949093310629 -53.94949093310629 -53.94949093310629 -53.94949093310629 -53.94949093310629 -53.94949093310629 -53.94949093310629 -53.94949093310629 PLATINA 6″x8″x3/16″ PERNO d5/8″x8″ FUNDICION CONCRETO PLANTA APOYO ESCALA 1 / 5 TIJERA 2 ANGULARES 2″x2″x3/16″ -49.56414184909877 -49.56414184909877 -49.56414184909877 8″x8″x3/16″ PLATINA 2″x2″x3/16″ PLATINA DETALLE UNION INTERMEDIA ESCALA 1 / 5 DE ANGULARES -53.31495756642101 -53.31495756642101 -53.31495756642101 2″x2″x3/16″ PLATINA ESCALA 1 / 5 VERTICALES y DIAGONALES DETALLE UNION INFERIOR DE ANGULARES VERTICALES y DIAGONALES d1/4″ PERNO ESCALA 1 / 2.5 DETALLE TIPICO SUPERIOR UNION DE ANGULARES 8″x8″x3/16″ PLATINA 2″x2″x3/16″ ANGULARES DIAGONALES 2″x2″x3/16″ ANGULARES VERTICALES 8″x8″x3/16″ PLATINA DE 1/8″ CORRIDA SOLDADURA DE FILETE CALIBRE 26 LAMINA GAL. CANAL DE -44.3738570708897 -44.3738570708897 -44.3738570708897 A B -57.90757958242307 -57.90757958242307 TIPICO 2 ANGULARES 1 1/2″x1 1/2″x1/8″ 1 3/4″x1 3/4″x1/8″ EN DIAGONAL 2 ANGULARES ANGULARES DE UNION DE DETALLE TIPICO 2 ANGULARES VERTICALES 1 1/2″x1 1/2″x1/8″ 1 3/4″x1 3/4″x1/8″ 2 ANGULARES -44.3738570708897 -44.3738570708897 -44.3738570708897 -44.3738570708897 DETALLE DE TIJERA (NAVE 2) ESCALA 1 / 25 PLATINA DE 6″x8″x3/16″ VER DETALLE FUNDICION LOSA BLANCO/BLANCO LAMINA CINDURIB