Lamination Of A Roof DWG Detail for AutoCAD

Lamination Of A Roof DWG Detail for AutoCAD

DETAILS OF THE PROPER PLACEMENT OF THE COVER PLATES OF A WAREHOUSE . SHOW DETAILS OF A STEEL COLUMNS.

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

width cm., cant cm., details losacero, goes up, the seal, laminated easel pintro cal., channel of galvanized sheet lime, bap elbows of sanitary pvc, Hydraulic installation, lamination specifications, cover sheet, color: white background, paint sheet rn cal., mol. pintro cal., acrylic sheet type rn, facade blade, lime-bonded sheet., cover sheet zintro alum lime., alumina sheet, lime., prick, galvanized, acrylic, mm., alumina sheet, lime., mm., acrylic, detail of overlap of sheets, with acrylic rn, ridge, lattice of, portico, easel detail, lamina zintro cal., easel, sheet, variable according to, canalon auction without, bap, galvanized gutter, lime., development mm, channel trace, adjustable, wall or sheet, ridge axis, lam. acrylic, galvanized gutter, ridge axis, galvanized gutter, ridge axis, lam. acrylic, galvanized gutter, ridge axis, galvanized gutter, bap, lamination, laminating plant, between axes, outer cloth, interior cloth, clear center, finished floor level, level of structure deflection, nomenclature:, npt, where, the descents, international Airport, motorway veracruz cordoba, motorway veracruz xalapa, freedom of expression, poppies, country, malbran, dried popcorn, road xalapa veracruz, manuel j.clouthier, potrero street, tails., tails., tails. two, I took the descents, b. cont., road xalapa veracruz, manuel j.clouthier, potrero street, tails., tails., tails. two, I took the descents, b. cont., date, cellar, indicated, quotas, meters, construction area, scale:, reg.mpal: ced. prof., total area, owner, commercial s.a. of c.v., manuel j.clouthier no. cabbage. the poppies, tejeria veracruz ver., flat, December, free surface, expert in charge of construction: ing.sergio aguilar rivera, reg. s.s.a:, warehouse, access, playground, access, maneuvers, access, branch office, access, branch office, cellar, closeness, railyard, railyard, access, bap, cot. mts, mezzanine floor, cot. mts, the seal, column, beam, column go, according, cash, according, cash, structural considerations wind category of the terrain: terrain with numerous high obstructions closely spaced. topography factor: partly open field with lower slope to the earthquake: seismic coefficient structures type coefficient of ductility foundation: load capacity of the terrain, width cm., cant cm., effective width, details losacero, goes up, the seal, laminated easel pintro cal., channel of galvanized sheet lime, bap elbows of sanitary pvc, Hydraulic installation, lamination specifications, cover sheet, color: white background, paint sheet rn cal., mol. pintro cal., acrylic sheet type rn, facade blade, lime-bonded sheet., cover sheet zintro alum lime., alumina sheet, lime., prick, galvanized, acrylic, mm., alumina sheet, lime., mm., acrylic, detail of overlap of sheets, with acrylic rn, ridge, lattice of, portico, easel detail, lamina zintro cal., easel, sheet, variable according to, canalon auction without, bap, galvanized gutter, lime., development mm, stroke of d

Raw text data extracted from CAD file:

5 6.35 CM Ancho Efectivo 95.00 cm. Peralte 6.35 cm. Fb ((kg/cm2): 1500 5 2-1/2' (6.35cm) 6'(15.24cm) 1-1/2' (3.81cm) 1 3/4' (4.45 cm) DETALLES LOSACERO Sube LOSACERO 2.- CABALLETE DE LÁMINA PINTRO Cal. 26 1.- CANALON DE LÁMINA GALVANIZADA CAL 24 2.- BAP Y CODOS DE PVC SANITARIO C) INSTALACION HIDRAULICA ESPECIFICACIONES DE LAMINACION A) LAMINA EN CUBIERTA 3.- COLOR: BLANCO FONDO 3.- COLOR: BLANCO FONDO 1.- LÁMINA PINTRO RN 100/35 Cal. 26 2.- MOLUDRAS Y GOTEROS LAM. PINTRO Cal. 26 2.- LÁMINA ACRILICA TIPO RN 100/35 B) LAMINA EN FACHADA 1.- LÁMINA ENGARGOLADA TIPO SR-500 Cal. 26 11 LAMINA EN CUBIERTA ZINTRO ALUM Cal. 26 LAMINA ZINTRO ALUM CAL. 26 PIJA 1/4"X3/4" GALVANIZADA 100% ACRILICO RN 100/35 ESP-1.4 mm. MON-TEN LAMINA ZINTRO ALUM CAL. 26 RN 100/35 ESP-1.4 mm. 100% ACRILICO 5 5 DETALLE DE TRASLAPE DE LAMINAS CON ACRILICO RN 100/35 CUMBRERA CELOSIA DE PORTICO DETALLE DE CABALLETE LAMINA ZINTRO Cal. 26 LAMINA ZINTRO Cal. 26 CABALLETE DE LAMINA 300 MON-TEN 10" 216 variable segun mon-ten 230 CANALON REMATE SIN 5 500 5 MON-TEN 8" 70 BAP 8" CANALON GALVANIZADO Cal. 24 MON-TEN 8" DESARROLLO 900 mm TRAZO DE CANALON 80 30 20 ajustable MURO NI LAMINA EJE DE CUMBRERA LAM. ACRILICA CANALON GALVANIZADO EJE DE CUMBRERA CANALON GALVANIZADO EJE DE CUMBRERA LAM. ACRILICA CANALON GALVANIZADO CANALON GALVANIZADO EJE DE CUMBRERA CANALON GALVANIZADO CANALON GALVANIZADO BAP 8" BAP 8" BAP 8" BAP 8" LAMINACION LAM-1 PLANTA DE LAMINACION ENTRE EJES PAÑO EXTERIOR PAÑO INTERIOR CENTRO DE CLARO (cumbrera) NIVEL DE PISO TERMINADO NIVEL DE DESPLANTE DE ESTRUCTURA NOMENCLATURA: PI CL NPT NDE EE PE Las Bajadas Aeropuerto Internacional "Heriberto Jara" Autopista Veracruz Cordoba Autopista Veracruz Xalapa Libertad de Exprecion AMAPOLAS Campestre Malbran Amapola 2° Secc. Amapola 1° Secc. L O C A L I Z A C I O N N CARRETERA XALAPA - VERACRUZ MANUEL J.CLOUTHIER CALLE POTRERO 30.41 FRAC. "A" 94.02 FRAC. 3 "B" 108.79 FRAC. DOS Ejido las Bajadas 30.05 B. CONT. 8.00M CARRETERA XALAPA - VERACRUZ MANUEL J.CLOUTHIER CALLE POTRERO 30.41 FRAC. "A" 94.02 FRAC. 3 "B" 108.79 FRAC. DOS Ejido las Bajadas 30.05 B. CONT. 8.00M FECHA : BODEGA INDICADA COTAS : METROS 2316.71 M2 AREA DE CONSTRUCCION : ESCALA: FIRMA:__________________________________ REG.MPAL: 185-A-012 CED. PROF. 1610898 2853.00 M2 SUPERFICIE TOTAL : PROPIETARIO : MADO COMERCIAL S.A. DE C.V. MANUEL J.CLOUTHIER No. 6886 COL. LAS AMAPOLAS TEJERIA VERACRUZ VER. PLANO : DICIEMBRE 2006 1308.71 M2 SUPERFICIE LIBRE : FIRMA:_____________________________________ PERITO RESPONSABLE DE OBRA: ING.SERGIO AGUILAR RIVERA REG. S.S.A: 821 2 1 108.5868223358707 5 4 7 8 9 B A C D 5 6 11 12 5 12.0 9.99992256133828 9.999922561338053 12.00000000000023 10 13 14 3 5 12.00000000000011 6.0 5.999999863667881 12.0 N+0.00 ALMACEN ACCESO 1 ACCESO 2 ACCESO 1 ACCESO 2 N+0.20 PATIO DE ACCESO MANEOBRAS ACCESO SUCURSAL ACCESO SUCURSAL 8.000000000000057 5 6.553450216000726 8.0 BODEGA 8.0 7.999999999999998 COLINDANCIA COLINDANCIA COLINDANCIA 5 6.000000000000114 5 2.077855865011259 2.082816868396947 7.995580243347035 7.999999999999998 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5.700037212175403 5 5.700037212175403 5 5.700037212175289 5 11.70019616106799 5 11.70019616106788 5 11.70019616106788 5 9.695124235582853 5 9.695124235582853 5 11.70019616106788 B A D F E E F 5 5 6.746633365742582 5 5 5 5 5 3.008367548471597 5 3.00836754847154 5 2.084897718511002 5 5 2.084897718510945 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 PATIO DE MANIOBRAS N+0.20 PATIO DE MANIOBRAS E C D D C E D C E NO S SO E SE NE N O C ACCESO E C D D C E E C D D C E D C E BAP 8" BAP 8" BAP 8" BAP 8" BAP 8" BAP 8" BAP 8" BAP 8" 2 18.15010053682408 4 6 3 5 8.000000000000114 5 8.0 5 5 5 5 5 5 5 5.700037212175175 5 5.700037212175403 5 5.700037212175403 B A D E C ESC:1:100 COT. MTS PLANTA DE ENTREPISO ESC:1:100 COT. MTS LOSACERO T1 T1 T1 T1 T1 T2 T2 T2 T2 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 T1 T1 T1 T1 T1 T1 T1 5 0.0159999999999592 0.1799999999998363 0.3999999999999915 0.0078000000000884 0.0127999999999666 0.1799999999998363 0.3999999999999915 0.1000000000001364 0.2500000000000178 0.004799999999932 0.0053000000000019 IR 406*74.4 0.1799999999998363 0.3999999999999915 5 0.0159999999999592 IR 406*74.4 IR 406*59.8 IR 284*17.9 C1 C1 COLUMNA C1 VIGA T1 VIGA T2 VIGA VS1 COLUMNA IR 406x74.4 kg/ml \A1;0.30 \A1;0.30 \A1;6.75 \A1;7.00 \A1;7.05 \A1;0.30 \A1;16.26 \A1;13.85 \A1;3.01 \A1;0.30 \A1;3.01 \A1;0.30 \A1;2.08 \A1;0.30 \A1;27.09 \A1;2.08 \A1;0.30 \A1;7.62 \A1;0.30 \A1;5.70 \A1;0.30 \A1;0.30 \A1;11.48 \A1;0.30 \A1;11.71 \A1;0.30 \A1;11.71 \A1;0.30 \A1;9.71 \A1;0.30 \A1;9.70 \A1;0.30 \A1;11.71 \A1;0.30 \A1;94.27 \A1;0.30 \A1;5.70 \A1;5.93 \A1;1.22 \A1;5.40 \A1;0.15 \A1;1.50 \A1;1.50 \A1;0.92 \A1;1.50 \A1;0.88 \A1;0.91 \A1;0.30 \A1;0.30 \A1;0.21 \A1;0.50 \A1;1.12 \A1;0.80 \A1;0.75 \A1;0.15 \A1;7.95 \A1;11.48 \A1;0.30 \A1;11.71 \A1;0.30 \A1;11.71 \A1;0.30 \A1;9.71 \A1;0.30 \A1;9.70 \A1;0.30 \A1;11.71 \A1;0.30 \A1;12.00 \A1;10.00 \A1;10.00 \A1;12.00 \A1;12.00 \A1;6.00 \A1;6.00 \A1;12.00 \A1;8.00 \A1;5.72 \A1;6.55 \A1;8.00 \A1;8.00 \A1;8.00 \A1;30.05 \A1;6.00 \A1;20.91 \A1;2.08 \A1;2.08 \A1;8.00 \A1;8.00 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;5.79 \A1;1.60 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.15 \A1;1.60 \A1;0.15 \A1;4.65 \A1;6.59 \A1;6.76 \A1;0.30 \A1;0.15 \A1;0.15 \A1;1.35 \A1;0.30 \A1;0.30 \A1;7.65 \A1;0.30 \A1;5.70 \A1;0.30 \A1;5.70 \A1;0.30 \A1;5.70 \A1;0.30 \A1;11.70 \A1;0.30 \A1;11.70 \A1;0.30 \A1;11.70 \A1;0.30 \A1;9.70 \A1;0.30 \A1;9.70 \A1;0.30 \A1;11.70 \A1;95.00 CM \A1;6.35 CM \A1;1000 \A1;1000 \A1;300 \A1;216 \A1;variable segun mon-ten \A1;230 \A1;347 \A1;500 \A1;900 \A1;70 \A1;80 \A1;30 \A1;20 \A1;ajustable \A1;108.59 \A1;30.41 \A1;8.10 \A1;7.45 \A1;0.009 \A1;0.016 \A1;0.18 \A1;0.40 \A1;0.0078 \A1;0.0128 \A1;0.18 \A1;0.40 \A1;0.10 \A1;0.25 \A1;0.0048 \A1;0.0053 \A1;0.18 \A1;0.40 \A1;0.009 \A1;0.016 \A1;18.15 \A1;8.00 \A1;5.72 \A1;8.00 \A1;22.92 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;5.70 \A1;0.30 \A1;5.70 \A1;0.30 \A1;5.70 \A1;Ancho efectivo 36' (91.44cm) \A1;2-1/2' (6.35cm) \A1;6'(15.24cm) \A1;1-1/2' (3.81cm) \A1;1 3/4' (4.45 cm) \A1;18.15 \A1;8.00 \A1;5.72 \A1;8.00 \A1;22.92 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;5.70 \A1;0.30 \A1;5.70 \A1;0.30 \A1;5.70 \A1;300 \A1;216 \A1;variable segun mon-ten \A1;230 \A1;347 \A1;500 \A1;900 \A1;70 \A1;80 \A1;30 \A1;20 \A1;ajustable \A1;0.30 \A1;0.30 \A1;6.75 \A1;7.00 \A1;7.05 \A1;0.30 \A1;16.26 \A1;13.85 \A1;3.01 \A1;0.30 \A1;3.01 \A1;0.30 \A1;2.08 \A1;0.30 \A1;27.09 \A1;2.08 \A1;0.30 \A1;7.62 \A1;0.30 \A1;5.70 \A1;0.30 \A1;0.30 \A1;11.48 \A1;0.30 \A1;11.71 \A1;0.30 \A1;11.71 \A1;0.30 \A1;9.71 \A1;0.30 \A1;9.70 \A1;0.30 \A1;11.71 \A1;0.30 \A1;94.27 \A1;0.30 \A1;5.70 \A1;5.93 \A1;1.22 \A1;5.40 \A1;0.15 \A1;1.50 \A1;1.50 \A1;0.92 \A1;1.50 \A1;0.88 \A1;0.91 \A1;0.30 \A1;0.30 \A1;0.21 \A1;0.50 \A1;1.12 \A1;0.80 \A1;0.75 \A1;0.15 \A1;7.95 \A1;11.48 \A1;0.30 \A1;11.71 \A1;0.30 \A1;11.71 \A1;0.30 \A1;9.71 \A1;0.30 \A1;9.70 \A1;0.30 \A1;11.71 \A1;0.30 \A1;95.00 CM \A1;6.35 CM \A1;1000 \A1;1000 \A1;0.009 \A1;0.016 \A1;0.18 \A1;0.40 \A1;0.0078 \A1;0.0128 \A1;0.18 \A1;0.40 \A1;0.10 \A1;0.25 \A1;0.0048 \A1;0.0053 \A1;0.18 \A1;0.40 \A1;0.009 \A1;0.016 \A1;8.00 \A1;5.72 \A1;6.55 \A1;8.00 \A1;8.00 \A1;8.00 \A1;30.05 \A1;6.00 \A1;20.91 \A1;2.08 \A1;2.08 \A1;8.00 \A1;8.00 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;5.79 \A1;1.60 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.15 \A1;1.60 \A1;0.15 \A1;4.65 \A1;6.59 \A1;6.76 \A1;0.30 \A1;0.15 \A1;0.15 \A1;1.35 \A1;0.30 \A1;0.30 \A1;7.65 \A1;0.30 \A1;5.70 \A1;0.30 \A1;5.70 \A1;0.30 \A1;5.70 \A1;0.30 \A1;11.70 \A1;0.30 \A1;11.70 \A1;0.30 \A1;11.70 \A1;0.30 \A1;9.70 \A1;0.30 \A1;9.70 \A1;0.30 \A1;11.70 \A1;12.00 \A1;10.00 \A1;10.00 \A1;12.00 \A1;12.00 \A1;6.00 \A1;6.00 \A1;12.00 \A1;108.59 \A1;30.41 \A1;8.10 \A1;7.45 \A1;Ancho efectivo 36' (91.44cm) \A1;2-1/2' (6.35cm) \A1;6'(15.24cm) \A1;1-1/2' (3.81cm) \A1;1 3/4' (4.45 cm) CONSIDERACIONES ESTRUCTURALES VIENTO CATEGORIA DEL TERRENO: TERRENO CON NUMEROSAS OBSTRUCCIONES LARGAS, ALTAS Y ESTRECHAMENTE ESPACIADAS. FACTOR DE TOPOGRAFIA: TERRENO PARCIALMENTE PLANO, CAMPO ABIERTO CON PENDIENTE MENOR AL 5%. SISMO: COEFICIENTE SISMICO 0.30 ESTRUCTURAS TIPO B COEFICIENTE DE DUCTIBILIDAD 2 CIMENTACION: CAPACIDAD DE CARGA DEL TERRENO T=10 T/M² 95.00 CM 6.35 CM Ancho Efectivo 95.00 cm. Peralte 6.35 cm. Fb ((kg/cm2): 1500 Ancho efectivo 36' (91.44cm) 2-1/2' (6.35cm) 6'(15.24cm) 1-1/2' (3.81cm) 1 3/4' (4.45 cm) DETALLES LOSACERO Sube LOSACERO 2.- CABALLETE DE LÁMINA PINTRO Cal. 26 1.- CANALON DE LÁMINA GALVANIZADA CAL 24 2.- BAP Y CODOS DE PVC SANITARIO C) INSTALACION HIDRAULICA ESPECIFICACIONES DE LAMINACION A) LAMINA EN CUBIERTA 3.- COLOR: BLANCO FONDO 3.- COLOR: BLANCO FONDO 1.- LÁMINA PINTRO RN 100/35 Cal. 26 2.- MOLUDRAS Y GOTEROS LAM. PINTRO Cal. 26 2.- LÁMINA ACRILICA TIPO RN 100/35 B) LAMINA EN FACHADA 1.- LÁMINA ENGARGOLADA TIPO SR-500 Cal. 26 11 LAMINA EN CUBIERTA ZINTRO ALUM Cal. 26 LAMINA ZINTRO ALUM CAL. 26 PIJA 1/4"X3/4" GALVANIZADA 100% ACRILICO RN 100/35 ESP-1.4 mm. MON-TEN LAMINA ZINTRO ALUM CAL. 26 RN 100/35 ESP-1.4 mm. 100% ACRILICO 1000 1000 DETALLE DE TRASLAPE DE LAMINAS CON ACRILICO RN 100/35 CUMBRERA CELOSIA DE PORTICO DETALLE DE CABALLETE LAMINA ZINTRO Cal. 26 LAMINA ZINTRO Cal. 26 CABALLETE DE LAMINA 300 MON-TEN 10" 216 variable segun mon-ten 230 CANALON REMATE SIN 347 500 900 MON-TEN 8" 70 BAP 8" CANALON GALVANIZADO Cal. 24 MON-TEN 8" DESARROLLO 900 mm TRAZO DE CANALON 80 30 20 ajustable MURO NI LAMINA EJE DE CUMBRERA LAM. ACRILICA CANALON GALVANIZADO EJE DE CUMBRERA CANALON GALVANIZADO EJE DE CUMBRERA LAM. ACRILICA CANALON GALVANIZADO CANALON GALVANIZADO EJE DE CUMBRERA CANALON GALVANIZADO CANALON GALVANIZADO BAP 8" BAP 8" BAP 8" BAP 8" PLANTA DE LAMINACION ENTRE EJES PAÑO EXTERIOR PAÑO INTERIOR CENTRO DE CLARO (cumbrera) NIVEL DE PISO TERMINADO NIVEL DE DESPLANTE DE ESTRUCTURA NOMENCLATURA: PI CL NPT NDE EE PE Las Bajadas Aeropuerto Internacional "Heriberto Jara" Autopista Veracruz Cordoba Autopista Veracruz Xalapa Libertad de Exprecion AMAPOLAS Campestre Malbran Amapola 2° Secc. Amapola 1° Secc. L O C A L I Z A C I O N N CARRETERA XALAPA - VERACRUZ MANUEL J.CLOUTHIER CALLE POTRERO 30.41 FRAC. "A" 94.02 FRAC. 3 "B" 108.79 FRAC. DOS Ejido las Bajadas 30.05 B. CONT. 8.00M CARRETERA XALAPA - VERACRUZ MANUEL J.CLOUTHIER CALLE POTRERO 30.41 FRAC. "A" 94.02 FRAC. 3 "B" 108.79 FRAC. DOS Ejido las Bajadas 30.05 B. CONT. 8.00M 2 1 5 5 4 7 8 9 B A C D 8.10 6 11 12 7.45 5 5 5 5 10 13 14 3 5 5 5 5 5 N+0.00 ALMACEN ACCESO 1 ACCESO 2 ACCESO 1 ACCESO 2 N+0.20 PATIO DE ACCESO MANEOBRAS ACCESO SUCURSAL ACCESO SUCURSAL 5 5 5 5 BODEGA 5 5 COLINDANCIA COLINDANCIA COLINDANCIA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7.65 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B A D F E E F 5 5 5 7.00 7.05 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 PATIO DE MANIOBRAS N+0.20 PATIO DE MANIOBRAS E C D D C E D C E NO S SO E SE NE N O C ACCESO E C D D C E E C D D C E D C E BAP 8" BAP 8" BAP 8" BAP 8" BAP 8" BAP 8" BAP 8" BAP 8" 2 5 4 6 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B A D E C ESC:1:100 COT. MTS PLANTA DE ENTREPISO ESC:1:100 COT. MTS LOSACERO T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T2 T2 T2 T2 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 VS1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 5 5 <> 5 5 5 5 5 5 5 5 5 IR 406*74.4 5 5 <> 5 IR 406*74.4 IR 406*59.8 IR 284*17.9 C1 C1 COLUMNA C1 VIGA T1 VIGA T2 VIGA VS1 COLUMNA IR 406x74.4 kg/ml

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	autocad, barn, columns, cover, dach, DETAIL, details, DWG, hangar, industrial, lagerschuppen, of, placement, plant, plates, proper, roof, shed, show, steel, structure, terrasse, toit, warehouse