Encounters With Metal Frame DWG Detail for AutoCAD

Encounters With Metal Frame DWG Detail for AutoCAD

Structural Details – Encounters with metal frame

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

scale, detail, scale, plant, architecture, section, roof overhang, scale, scale, beam, tensor, tensors, detail, platen, platen, welding, typical, eyelash polish fixing, detail, platen, bolts, tensioner section, scale, section, platen, tensioner loader, detail, tensors, scale, welding, tensors, typical, scale, galvanized, tensor, long, iron pipe, loading stick, charger, iron pipe, galvanized, charger, tensor, long, platinum, polin fixation, detail, beam, bolts, windshield anchor, detail, scale, polin, column beam anchor, detail, holder, platinum, scale, detail, cantilever, hilti, do not. crowns, do not., bolts, bracing, flat iron, scale, beam, column, beam fixation, platinum, of thickness, bolts, anchor, section, column beam, column, false, beam, see specifications, mooring beam, fixation, sheet cover, pend., polin, beam fixation, detail, beam fixation, scale, thick, cradle, detail, pollinated door, platinum, female anchorage, inner polin, scale, do not. ring, do not., mooring beam, bolts, paw, do not. ring, do not., mooring beam, scale, inner polin, hilti bolt, scale, beam, polin, bolts, detail, polin, scale, detail, scale, tensioner loader, downstairs, nuts on the, above, beam, female, nuts, welding, typical, structure for fixing lateral cantilever valance, detail, scale, sheet, tubes of, sheet, tubes of, fixation, meeting, scale, pollinated, pollinated, meeting, directly the, the thread must be made, not allowed, unions, polin of, interior reinforcement, do not., do not. ring, block, wall, female anchorage, mooring beam, paw, polin, soffit, see specification, polin, sheet, tube of, cover, projection, wall of, block, bolts, angular, tube of, sheet, platinum, pollinated door, in sheet no., see specification, valance, see specification, in sheet no., flashing, for reinforcement, axis, angular, in sheet no., see specification, cover, sheet, tube of, see specification, valance, in sheet, see specification, in sheet, soffit, of sheet, final piece, lime., flashin, detail, kind, column, beam, projection, niv, false sky, bolts, beam fixation, of thickness, platinum, false, tensor, beam, column, kind, projection, beam, false sky, platinum, of thickness, false, beam fixation, bolts, niv, tensor, beam, enameled sheet, platen, projection border, see detail, level, see plant roof structure in sheet no., in the event that the elements of the roof structure present any previous outbreak, all the elements of the roof structure will be applied two hands of anticorrosive paint of, different color. the polines the application of the anticorrosive should be both on its inner face, application of the paint should be sanding the affected part until the metal appears, see detail of the roof structure of the union hall of the buildings in sheet no., specific notes, see detail of tower in leaves no., see general specifications for sheet materials no., references, as outside.

Raw text data extracted from CAD file:

A 230 ESCALA 1:100 A 123 DETALLE A 123 A ESCALA 1:100 230 \A1;0.60 \A1;0.60 \A1;0.20 \A1;0.60 \A1;0.20 \A1;0.60 \A1;4" \A1;2" 2 \A1;0.60 \A1;6" \A1;0.25 \A1;0.64 \A1;0.10 \A1;0.08 \A1;0.15 \A1;0.25 \A1;0.06 \A1;0.035 \A1;0.20 \A1;0.25 \A1;0.15 \A1;0.40 \A1;0.80 \A1;0.025 \A1;0.025 \A1;0.42 \A1;0.60 \A1;0.025 \A1;0.60 \A1;0.60 \A1;0.025 \A1;0.60 \A1;0.025 \A1;0.60 \A1;0.025 \A1;0.60 \A1;0.025 \A1;0.60 \A1;0.025 \A1;0.60 \A1;0.025 \A1;0.60 \A1;0.025 \A1;0.60 \A1;0.025 \A1;0.47 \A1;30° \A1;30° \A1;30° \A1;0.05 \A1;0.47 \A1;0.42 \A1;0.64 C:\WORKACAD AISES\GUAT\G & M\VALPARAISO\VALPARAISO.000 PLANTA PLANTA PLANTA 000 ARQUITECTURA SECCION VOLADIZO DEL TECHO 11 ESCALA 1:7.5 411 4" x 10 1/2" 6 410 ESCALA 1:7.5 2 d 1/2" A 307 VIGA " I " TENSOR TENSORES 2 0 5/8" A 36 DETALLE C 411 / DE 4" X 6" X 1/4" PLATINA DE 4" X 8" X 1/4" PLATINA SOLDADURA 1/4" 3" 6" TIPICO DE 4" X 14 1/2" X 3/16" 1/8" FIJACION DE POLIN "C" A ALERO DETALLE PLATINA 1/8" PERNOS SECCION DE TENSOR B 411 ESCALA 1:5 8 1/2" SECCION 4" PLATINA DE 4" x 8" x 1/4" CARGADOR DE TENSOR DETALLE TENSORES 2 d 5/8" A 36 12 ESCALA 1:5 411 SOLDADURA d 5/8" A 36 2 d 5/8" A 36 TENSORES 1/4" TIPICO 2 d 1/2" A 307 7 410 ESCALA 1:7.5 GALVANIZADO TENSOR d 5/8" A 36 d 1"x4" DE LARGO 3" TUBO DE HIERRO BASTON DE CARGA d 5/8" A 36 CARGADOR 1/8"x2"x4" 1/8" TUBO DE HIERRO GALVANIZADO CARGADOR TENSOR d 1"x4" DE LARGO PLATINA DE 4" 2" FIJACION DE POLIN "C" DETALLE 1/4" 10 1/2" 1/4" 2" VIGA " I " DE 4 " X 10 1/2" 1/8" PERNOS 1/8" ANCLAJE DE CONTRAVIENTOS DETALLE 4 3/16" 3" 3" 2" x 6" x 1/16" 1 411 ESCALA 1:10 10 1/2" 3" 4" 1" 2" 1" 1" 4" POLIN "C" ANCLAJE DE VIGA I A COLUMNA ANCLAJE DE VIGA A COLUMNA DETALLE 4" x 4" x 2" x 1/8" PORTA PLATINA "L" DE 4" 2" 3" 1" 2" 1" 4" 1" 2 411 ESCALA 1:10 DETALLE VOLADIZO EN MOJINETE DE 0.20 x 0.25 HILTI 0 1/2" 4 No. 4 CORONAS No. 3 A/C 0.15 PERNOS ARRIOSTRE d 5/8" A 36 HIERRO LISO 1/8" 0.80 3 411 ESCALA 1:20 VIGA COLUMNA C-1 V-1 PORTA-POLIN "C" 0.20 FIJACION VIGA I PLATINA DE 1/4" DE ESPESOR A 36 X 12" 2 PERNOS L d 5/8" 4" x 10 1/2" ANCLAJE DE SECCION VIGA "I" A COLUMNA C-1 COLUMNA 0.05 FALSA VIGA I 0.05 2" 1" 1" 4" VER ESPECIFICACIONES 10 412 VIGA MOJINETE / FIJACION CUBIERTA DE LAMINA 30 % PEND. 2" x 6" x 1/16" POLIN "C" 4.952219659212735 1/16" FIJACION DE PORTA-POLIN "C" A VIGA MOJINETE V-2 DETALLE FIJACION DE PORTA-POLIN "C" A VIGA MOJINETE V-2 8 410 ESCALA 1:5 DE 3/16" DE ESPESOR CUNA "L" DETALLE PORTA POLIN "C" 4" x 4" x 2" x 1/8" PLATINA "L" DE 0.25 2 d 1/2" A 307 DE ANCLAJE HEMBRA DE 2" x 4" x 1/16" POLIN "C" INTERIOR 9 410 ESCALA 1:7.5 DE 1 1/2" x 1/8" x 6" 4 No. 4 + ANILLO No. 3 A/C 0.15 VIGA DE MOJINETE PERNOS PATA 4 No. 4 + ANILLO No. 3 A/C 0.15 VIGA DE MOJINETE 10 ESCALA 1:7.5 410 DE 2" x 4" x 1/16" d 1/2" POLIN "C" INTERIOR 4 HILTI BOLT 4.348149734123444 4.952219659212735 4 412 ESCALA 1:7.5 4" x 10 1/2" 3" VIGA "I" 4" 2" 1" 3" 2" x 6" x 1/16" 4.952219659212735 2" 1" 1" 4" POLIN "C" 2 d 1/2" A 307 PERNOS 4" 3" 1" DETALLE BOTA-AGUA 4.348149734123444 4.348149734123444 0.25 2" 8" 2" 4" 2" x 6" x 1/16" POLIN "C" 5 411 ESCALA 1:5 DETALLE 13 ESCALA 1:5 411 CARGADOR DE TENSOR PARTE DE ABAJO TUERCAS EN LA Y ARRIBA -0.0546109831095478 -0.0546109831095478 4" x 10 1/2" VIGA "I" HEMBRA DE 2" x 4" x 3/16" 2 TUERCAS SOLDADURA 1/4" TIPICO ESTRUCTURA PARA FIJAR CENEFA EN VOLADIZO LATERAL DETALLE 14 ESCALA 1:25 412 1" x 2" CHAPA 18 TUBOS DE 1" x 2" CHAPA 18 TUBOS DE FIJACION 9 412 PORTA-POLIN "C" JUNTA JUNTA A 412 ESCALA 1:10 DE POLIN "C" DE 1/2" DE1/2" DE POLIN "C" DE 1/2" JUNTA DIRECTAMENTE A EL LA ROSCA DEBE HACERSE TENSOR, NO SE PERMITE UNIONES POLIN "C" DE 2" x 4" x 1/16" REFUERZO INTERIOR No. 3 A/C 0.15 4 No. 4 + ANILLO DE BLOQUE PARED DE 1 1/2" x 1/8" x 6" 2" x 6" x 1/16" DE ANCLAJE HEMBRA VIGA MOJINETE PATA POLIN "C" SOFITO VER ESPECIFICACION 2" x 6" x 1/16" POLIN "C" 2" x 1" CHAPA 18 TUBO DE 1/16" CUBIERTA PROYECCION DE PARED DE BLOQUE PERNOS 2 d 1/2" A 307 0.60 6" 0.25 0.64 0.10 0.08 0.15 0.25 0.06 0.035 1/2" x 1/2" ANGULAR DE TUBO DE 2" x 1" CHAPA 18 PLATINA "L" DE 4" x 4" x 2" x 1/8" PORTA POLIN "C" 0.20 EN HOJA No. 300 EN HOJA No. 300 VER ESPECIFICACION CENEFA VER ESPECIFICACION EN HOJA No. 300 FLASHING PARA REFUERZO PARA REFUERZO EJE 0.25 0.15 0.40 0.80 DE 1/2" x 1/2" ANGULAR 0.025 0.42 0.025 0.60 0.60 0.025 0.60 0.025 0.60 0.025 0.60 0.025 0.60 0.025 0.60 0.025 0.60 0.025 0.60 0.025 0.60 0.025 0.47 30° 30° 30° 0.05 0.47 EN HOJA No. 300 VER ESPECIFICACION CUBIERTA 2" x 1" CHAPA 18 TUBO DE VER ESPECIFICACION CENEFA EN HOJA No.300 VER ESPECIFICACION EN HOJA No.300 SOFITO 0.42 DE LAMINA PIEZA FINAL CAL. 26 FLASHIN DETALLE TIPO C-1 COLUMNA DE VIGA V-1 PROYECCION NIV. + 3.05 CIELO FALSO 0.21 2 PERNOS L d 5/8" FIJACION DE VIGA I DE ESPESOR PLATINA DE 1/4" FALSA A 36 X 12" 1 1/4" 0.21 123 A 0.42 T = 1/4" T = 1/4" 0.43 1/8" T = 3/8" 0.06 3/16" T = 3/8" 0.12 2 d 5/8" TENSOR 0.06 2" 2" 2" 4" x 10 1/2" VIGA "I" COLUMNA TIPO C-1 PROYECCION DE VIGA V-1 CIELO FALSO 0.42 0.21 A 36 X 12" PLATINA DE 1/4" DE ESPESOR FALSA 1 1/4" FIJACION DE VIGA I 2 PERNOS L d 5/8" A 123 T = 1/4" 0.43 T = 1/4" 0.21 1/8" NIV. + 3.90 3/16" T = 3/8" 0.06 0.06 T = 3/8" 2" 0.12 2" 2" 4" x 10 1/2" TENSOR 2 d 5/8" VIGA "I" LAMINA ESMALTADA CAL.26 14 412 0.64 14 412 PLATINA DE 8" x 14 1/2" x 3/16" PROYECCION CENEFA VER DETALLE NIVEL 3.79 NIVEL 3.79 - VER PLANTA ESTRUCTURA DE TECHOS EN HOJA No. 410 - EN CASO QUE LOS ELEMENTOS DE LA ESTRUCTURA DE TECHO PRESENTEN ALGUN BROTE DE OXIDO, PREVIO A LA - A TODOS LOS ELEMENTOS DE LA ESTRUCTURA DE TECHO SE LES APLICARA DOS MANOS DE PINTURA ANTICORROSIVA DE DIFERENTE COLOR. A LOS POLINES " C " LA APLICACION DEL ANTICORROSIVO DEBERA SER TANTO EN SU CARA INTERIOR APLICACION DE LA PINTURA FINAL, SE DEBERA LIJAR LA PARTE AFECTADA HASTA QUE APAREZCA EL METAL - VER DETALLE DE LA ESTRUCTURA DEL TECHO DEL VESTIBULO DE UNION DE LOS EDIFICIOS EN HOJA No. 416 NOTAS ESPECIFICAS - VER DETALLE DE TORRE EN HOJAS No. 413 Y 414 - VER ESPECIFICACIONES GENERALES PARA MATERIALES EN HOJA No. 401 REFERENCIAS COMO EXTERIOR.

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	A/C
Tags	autocad, béton armé, concrete, DETAIL, details, DWG, encounters, formwork, frame, metal, reinforced concrete, schalung, stahlbeton, structural