Barn Structure With Offices Building DWG Full Project for AutoCAD

Barn Structure With Offices Building DWG Full Project for AutoCAD

The file has; detailed planes of barn structure and the offices building that understands the general project

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

deton .., izton .., sketch:, desing:, design:, calculation:, calculation:, propietary:, owner:, draft:, content:, content:, drawing:, drawing:, date, date:, date:, drawing, small project, calculation, owner, draft, situation:, Location:, arq, esc, scale:, sheet, scale:, est cms., est cms., min., min., est cms., variable., variable., variable., est cms., min., est cms., est cms., est cms., est cms., est cms., est cms., est cms., est cms., est cms., constructions c.a., min., min., crown nerve., min., crown nerve., variable., crown nerve., est cms., est cms., min., min., min., est cms., est cms., est cms., min., Longitudinal steel is cms., esc .:, est cms., min., esc .:, kind, Location., steel both ways, fc, Characteristics of the materials, prefabricated nerve, load beam, lightened concrete block., prefabricated nerve, welded Mesh, prefabricated nerves, belaying pin, cab., lightened concrete block., of roof slabs. esc .:, of arrival of slab in v.t. esc .:, of mooring nerve. esc .:, est cms., variable, variable., variable., variable, variable., variable, variable, vt., est cms., min., steel steel est cms., esc .:, vt., est cms., est cms., vt., est cms., vt., est cms., vt., esc .:, Longitudinal steel is cms., est cms., vt., est cms., vt., est cms., vt., est cms., vt., vt., est cms., est cms., vt., est cms., est cms., est cms., est cms., est cms., est cms., est cms., esc .:, est cms., est cms., est cms., est cms., est cms., esc .:, lig cms., lig cms., esc .:, lig cms., esc .:, lig cms., esc .:, lig cms., of slabs of mezzanine. esc .:, welded Mesh, of beam of esc .:, its T. cms., of concentric foundation. esc .:, of slabs of mezzanine. esc .:, of beams load mooring in slabs of mezzanine. esc .:, of mooring nerve. esc .:, lightened concrete block., cab., prefabricated nerve, cab., of roof slab. esc .:, of slabs of mezzanine. esc .:, of foundations. esc .:, of roof slabs. esc .:, esc .:, min., est cms., esc .:, Longitudinal steel is cms., min., of load beams mooring on roof. esc .:, of load beams roof slabs. esc .:, stair start area., its T. cms., stair beam. esc .:, cm., of eccentric foundation. esc .:, Location., kind, steel., of concentric foundations., of eccentric foundations., of stairs lesc esc .:, its T. cms., beam beam esc .:, beam beam, ladder load beam., of concentric foundation. esc .:, of eccentric foundation. esc .:, beam beam esc .:, its T. cms., Characteristics of the materials, fc, of concentric foundations., Location., kind, steel both ways, of eccentric foundations., kind, Location., steel., metal shed. esc .:, of foundations of shed. esc .:, lig cms., esc .:, column profile properca vp., base iron, brace beam., anchor bolts, of support for columns., Profile belts vca., beam profile properca vp., cartela profile properca vp., column profile properca vp., ton, profile vca, beam profile properca vp., column profile properca vp., cartela profile properca vp., heated sheet coverit similar

Raw text data extracted from CAD file:

6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 2.65 1.45 3.54 .175 4.245 3.14 3.75 4.60 3.65 3.50 3.50 4.00 1.675 1.45 E 2.70 2.55 1.675 3.40 DETON.. IZTON.. 10.00 10.00 SKETCH: DESING: DISENO: CALCULO: CALCULATION: PROPIETARY: PROPIETARIO: PROYECTO: CONTENT: CONTENIDO: DRAWING: DIBUJO: FECHA DATE: FECHA: DIBUJO PROYECTO PEQUEÑO CALCULO PROPIETARIO PROYECTO SITUATION: UBICACION: ARQ CONTENIDO2 CONTENIDO1 CONTENIDO3 UBICACION3 UBICACION1 UBICACION2 00-00 ESC ESCALA: LÁMINA #: LÁMINA #: SCALE: 00-00 4.245 3.14 3.75 4.60 3.65 3.50 3.50 00-00 4.225 Est d 3/8" c / 10 cms. 1.525 Est d 3/8" c / 10 cms. Est d 3/8" c / 10 cms. 1 1 \A1; 20 \A1; 20 \A1; 40 \A1; 10 mín. \A1; 10 mín. \A1; 15 \A1; 20 \A1; 20 \A1; 40 \A1; 10 mín. \A1; 15 \A1;B \A1;.10 \A1;e \A1;.80 \A1;.40 \A1;B \A1;bp \A1;ap \A1;A \A1; 20 \A1;.05 \A1; 15 \A1;.115 \A1; 50 \A1;.115 \A1; 50 \A1;.115 \A1; 15 \A1;.05 \A1; 20 \A1; 10 1.00 1.00 1.00 1.50 1.30 1.10 4.245 3.14 3.75 4.60 3.65 3.50 3.50 1.10 1.30 1.00 1.00 1.50 1.00 1.00 1.00 2.00 1.80 2.80 3.40 2.00 .10 2.00 .175 .15 .15 3.20 .10 .175 .15 .10 .15 .10 .10 .15 .10 .10 .15 .10 3.00 .175 .15 .15 3.00 .175 .175 .15 .175 .15 Est d 3/8" c / 10 cms. 3.00 3.40 1.80 4.10 .15 .125 1.00 3.20 3.54 1.30 .10 1.80 .125 .15 .10 1.40 .10 .15 .125 1.30 1.20 1.00 .15 .125 1.80 .15 .125 1.00 3.20 1.30 .10 1.80 .125 .15 .10 1.40 .10 .15 1.00 1.00 3.20 .10 .15 .15 .15 .10 .15 .15 1.45 3.00 3.40 1.80 4.10 .15 .125 1.50 3.54 3.20 1.30 .10 1.80 .125 .15 .10 1.50 .10 .15 .125 1.30 1.20 1.00 .15 .125 2.70 .175 .175 .15 .10 2.20 Variable. .10 Variable. 1.80 1.80 3.20 .10 .15 1.30 .10 1.50 .10 .15 .125 1.00 .125 1.50 .15 .175 .175 .10 .15 2.20 Variable. .10 4.00 Est d 3/8" c / 10 cms. \A1; 20 \A1; 30 \A1; 50 \A1; 10 mín. \A1; 10 mín. \A1; 15 3.35 4.00 Est d 3/8" c / 10 cms. Est d 3/8" c / 10 cms. Est d 3/8" c / 10 cms. 1.675 4.225 1.525 2.55 1.525 Est d 3/8" c / 10 cms. 1.20 \A1; 20 \A1; 40 Est d 3/8" c / 10 cms. Est d 3/8" c / 10 cms. Est d 3/8" c / 10 cms. Est d 3/8" c / 10 cms. Est d 3/8" c / 10 cms. Est d 3/8" c / 10 cms. 3.35 4.00 Est d 3/8" c / 10 cms. Est d 3/8" c / 10 cms. Est d 3/8" c / 10 cms. 2.00 Est d 3/8" c / 10 cms. 2.55 1.525 4.00 Est d 3/8" c / 10 cms. Est d 3/8" c / 10 cms. 2.70 Est d 3/8" c / 10 cms. 3.54 4.10 3.40 \A1; 40 \A1; 25 Est d 3/8" c / 10 cms. Est d 3/8" c / 10 cms. Est d 3/8" c / 10 cms. 1.70 Est d 3/8" c / 10 cms. 1.45 2.65 \A1; 15 \A1; 30 \A1; 30 \A1; 15 \A1; 30 \A1; 15 \A1; 30 \A1; 15 \A1; 30 \A1; 15 \A1; 20 \A1;.05 \A1; 15 \A1; 25 \A1;.05 \A1; 20 \A1;.115 \A1; 50 \A1;.115 \A1; 50 \A1;.115 \A1; 30 \A1; 20 CONSTRUCCIONES C.A. \A1; 20 \A1;.05 \A1; 25 \A1; 10 \A1; 25 \A1; 15 \A1; 40 \A1; 10 mín. \A1; 10 mín. \A1; 15 \A1; 25 \A1; 15 \A1; 10 mín. \A1; 15 \A1; 40 \A1;1.50 \A1;4.00 \A1; 30 \A1; 15 \A1;.16 \A1;.26 \A1;.15 \A1;.15 \A1;.30 \A1;.16 \A1;.26 \A1;1.32 \A1;.25 \A1;.15 \A1;.40 \A1;.15 \A1;.15 \A1;.30 \A1;B \A1;.10 \A1;e \A1;.80 \A1;.40 \A1;bp \A1;ap \A1;A \A1;.075 \A1;1.50 \A1; 30 \A1; 40 \A1; 075 \A1; 075 \A1;B \A1;.10 \A1;e \A1;.70 \A1;.50 \A1;A \A1;1.50 \A1;1.50 \A1;.50 \A1;.70 \A1;e \A1;.10 \A1;B \A1;A \A1; 40 \A1; 50 \A1; 075 3.00 .425 1.00 6.50 .25 6.75 8.00 2.19 10.19 1.00 1.00 1.00 1.675 \A1; 40 \A1;.40 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .15 \A1;.315 \A1;.03 \A1;.375 \A1;.03 \A1;.315 \A1;.03 \A1;.03 \A1;.05 \A1;.10 \A1;.50 \A1;.05 \A1;.05 \A1;ap \A1;bp \A1;bp \A1;ap 1.525 4.225 \A1;.15 \A1;.15 \A1;.075 \A1;1.32 \A1;2.60 \A1;.16 \A1;2.60 \A1;.16 \A1;.075 \A1;.075 \A1;.075 \A1;.05 \A1;B \A1;.05 3.40 2.00 .15 .10 2.80 .10 1.80 3.00 3.20 2.00 2.00 3.00 .10 .10 .15 .10 .10 .15 .10 .15 .175 .10 .15 .15 .175 .175 .15 .15 .175 .15 .175 .175 .15 1.80 .10 .125 .15 1.80 .10 .15 .125 3.20 .15 .10 .125 3.00 .125 .15 1.00 .10 .15 .15 3.20 .10 .15 .15 .15 .40 .17 .10 .50 .10 .50 .10 .50 .10 .50 .10 .50 .10 .35 .40 .40 .10 .50 .10 .20 .10 .15 .24 .10 .50 .10 .50 .10 .50 .10 .50 .10 .50 .10 .15 .50 .10 .50 .10 .50 .40 .33 NERVIO DE CORONA. (26.55) NERVIO DE CORONA. (11.20) \A1; 40 \A1; 15 5.675 .15 \A1;.075 \A1;.075 \A1;.05 \A1;B \A1;.05 \A1;.075 \A1;.075 \A1;B 5.675 26.485 3.425 7.58 3.92 5.14 .18 \A1; 30 \A1; 10 mín. \A1; 20 NERVIO DE CORONA. NERVIO DE CORONA. .15 .30 .10 .40 .10 .50 .10 .50 .10 .50 .10 .50 .10 .50 .20 .21 .10 .50 .10 .50 .40 5.675 1.80 .10 3.20 .125 .15 .10 3.00 .125 .15 .125 .15 .10 1.80 .175 .15 .125 2.20 .425 Variable. .125 5.825 .50 .50 .10 .50 .10 .50 .10 .50 .10 .10 .07 .10 .45 .10 .50 .10 .45 .25 .40 11.70 3.40 NERVIO DE CORONA. .075 .225 .075 .225 .225 .075 .075 .225 .075 .225 .125 .075 .125 .075 .025 .225 .075 .075 .225 .075 .125 .075 .225 .15 .15 .10 .10 .15 .075 .125 .075 .225 .075 .225 .075 .225 .15 .15 .15 .15 .15 .10 .225 .075 .15 .15 .225 .075 4.225 1.675 4.00 Est d 3/8" c / 10 cms. 2.75 3.75 3.85 1.425 1.225 2.75 Est d 3/8" c / 15 cms. 3.85 1.225 3.75 1.425 \A1; 15 \A1; 30 \A1; 30 \A1; 15 \A1; 10 mín. \A1; 15 \A1; 15 \A1; 075 \A1; 40 \A1; 30 \A1; 10 mín. .95 1.225 3.75 .15 .10 3.85 3.50 1.25 3.40 .10 .15 .10 1.25 .10 .15 .10 1.15 .10 .10 .10 1.425 .30 .50 .10 .50 .10 .50 .10 .5 .30 .75 2.625 1.165 .10 .95 .10 .15 .10 3.40 .10 .15 .10 .10 .15 .10 3.50 1.15 .10 10.25 2.90 d3/8" @ .15 d3/8" @ .15 1.025 \A1; 15 \A1; 30 \A1; 15 \A1;B \A1;.10 \A1;e \A1;.85 \A1;.35 \A1;B \A1;bp \A1;ap \A1;A \A1;1.50 \A1;.075 \A1;.075 \A1;.05 .075 .225 .075 .225 .075 .225 .075 .125 .075 .125 3.90 2.90 \A1; 15 \A1; 15 \A1; 17 \A1; 15 \A1; 20 \A1; 30 \A1; 075 \A1; 10 mín. \A1; 10 \A1; 20 5.85 6.00 4.875 4.225 .20 .20 .20 .20 .20 .20 .50 2.40 .50 1.89 .10 .10 .10 .10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A C D E F H I J K L M N 6 5 3 1 5 B 5 2 5 4 G 5 5 5 C B A 1 2 3 4 5 6 7 8 9 LT- 1 LE- 1 LE- 2 LE- 3 LT- 2 LT- 3 Lesc1 Lesc2 5 5 5 5 5 5 5 G H I J K L M N 2 d 1/2" x 6.00 .15 2 d 1/2" x 10.00 .15 2 d 1/2" x 12.00 2 d 1/2" x 12.00 2 d 1/2" x 4.00 VT-2 5 1 VT-H .15 2 d 3/4" x 6.00 4 2 d 3/4" x 6.00 .15 Est d 3/8" c / 10 cms. 5 Est d 3/8" c / 10 cms. .15 2 d 1/2" x 6.00 2 d 1/2" x 6.00 .15 Est d 3/8" c / 10 cms. .15 2 d 5/8" x 6.00 2 d 5/8" x 6.00 .15 4 4 3 3 4 4 5 5 5 <> mín. <> mín. 5 35 10 10 35 05 05 L = 1.00m Acero Longitudinal Est d 3/8 c / 10 cms. \LCORTE 6 - 6 esc.: 1 / 10 5 L = 1.00m 05 10 35 35 05 5 4 d 1/2" Est d 3/8 c / 10 cms. 10 <> mín. 5 5 \LCORTE 7 - 7 esc.: 1 / 10 B 5 e 5 <> B TIPO UBICACION. A 6 d 3/8" x 1.05 ACERO ( ambos sentidos ) 4H, 4I, 4J, 4K, 4L, 4M, 4N. F'c = 250 Kg/cm2 Fy = 4.200 kg/cm2 CARACTERISTICAS DE LOS MATERIALES bp ap A NERVIO PREFABRICADO VIGA DE CARGA BLOQUE DE CONCRETO ALIGERADO. NERVIO PREFABRICADO MALLA ELECTROSOLDADA 150x150x4mm NERVIOS PREFABRICADOS CABILLA 5 .05 5 .115 5 .115 5 .115 CAB. 2 Ø 1/2" BLOQUE DE CONCRETO ALIGERADO. 5 .05 5 5 \LDETALLE DE LOSAS DE TECHO. esc.: 1 / 10 \LDET. DE LLEGADA DE LOSA EN V.T. -A. esc.: 1 / 10 \LDETALLE DE NERVIO DE AMARRE. esc.: 1 / 10 5 5 G H I 5 5 5 5 LT-1 .15 1 d 3/8" x 1.20 5 2.80 5 5 1 d 1/2" x 4.65 5 5 5 5 5 1 d 1/2" x 2.50 5 5 5 5 1 d 3/8" x 2.00 5 5 J K L M N 5 5 1 d 3/8" x 1.20 5 1 d 3/8" x 12.00 5 5 5 5 5 5 5 5 5 1 d 1/2" x 2.40 <> 5 5 5 5 1 d 1/2" x 2.40 5 5 5 5 5 1 d 3/8" x 12.00 5 5 5 1 d 3/8" x 2.00 5 5 5 5 5 1 d 3/8" x 2.50 5 5 5 .15 2 d 1/2" x 12.00 2 2 Est d 3/8" c / 10 cms. 5 5 B D E 5 5 LE-1 5 5 .15 1 d 3/8" x 1.20 5 5 3.20 5 1 d 1/2" x 11.35 5 <> 5 5 5 1 d 5/8" x 2.70 5 5 5 5 1 d 1/2" x 2.50 5 5 F 1 d 3/8" x 1.20 5 5 5 .15 <> 5 3.20 1 d 5/8" x 2.70 5 5 5 5 5 5 1 d 1/2" x 8.05 5 5 5 .15 1 d 3/8" x 1.20 5 1 d 3/8" x 1.20 5 LE-2 5 .15 3.20 <> 5 5 5 5 5 .15 1 d 1/2" x 5.30 5 5 1 d 1/2" x 5.30 .15 LE-3 C 5 <> 5 5 5 5 3.20 5 F D E 5 5 1 d 5/8" x 2.80 5 5 B 5 5 5 5 1 d 1/2" x 4.50 5 5 1 d 1/2" x 2.50 5 5 5 5 .15 1 d 3/8" x 1.20 5 1 d 1/2" x Variable 5 LT-3 LT-2 5 .10 A 5 5 5 5 5 5 Variable. 5 Variable. 1 d 3/8" x 7.20 1 d 1/2" x Variable Variable. 3.20 5 <> 5 5 1 d 1/2" x 2.80 5 5 5 5 5 5 .15 1 d 3/8" x 1.20 5 5 5 5 1 d 1/2" x Variable 5 5 5 5 5 5 1 d 3/8" x 8.00 1 d 3/8" x Variable VT. A 1 6 2 d 1" x 12.00 2 d 1" x 12.00 Est d 3/8" c / 10 cms. .35 .15 5 5 5 5 5 5 <> mín. <> mín. 5 45 10 10 45 05 05 L = 1.20m Acero d 1" Acero d 7/8" Est d 3/8 c / 10 cms. \LCORTE 5 - 5 esc.: 1 / 10 3 5 5 5 1 d 7/8" x 2.50 1 d 7/8" x 2.50 VT. B .15 1 d 5/8" x 2.50 6 6 3 d 1/2" x 4.40 2 d 1/2" x 11.65 1 d 1/2" x 2.50 .15 Est d 3/8" c / 10 cms. 2 d 1/2" x 7.65 Est d 3/8" c / 10 cms. .15 VT. D 2 d 5/8" + 1 d 1/2" x 4.40 2 d 5/8" x 7.65 2 d 1/2" x 11.65 1 d 1/2" x 2.50 2 d 5/8" x 2.50 .15 6 6 .15 1 d 5/8" x 2.50 VT-5 Est d 3/8" c / 10 cms. VT. E .15 2 d 1/2" x 11.65 1 d 1/2" x 3.60 6 6 2 d 1/2" x 11.65 .15 4 5 5 2 5 5 5 Est d 3/8" c / 10 cms. VT. F .15 .15 1 d 1/2" x 2.50 2 d 1/2" x 6.00 7 7 2 d 1/2" x 6.00 .15 5 \LCORTE 8 - 8 esc.: 1 / 10 Acero Longitudinal Est d 3/8 c / 10 cms. L = 1.10m 05 05 .15 .35 .15 5 5 .35 Est d 3/8" c / 10 cms. .15 VT. 1 2 d 1/2" x 3.00 2 d 1/2" x 3.00 .15 7 7 Est d 3/8" c / 10 cms. .15 VT. 2 4 d 1/2" x 11.50 8 8 4 d 1/2" x 11.50 .15 .15 Est d 3/8" c / 10 cms. .15 VT. 3 8 8 4 d 1/2" x 7.30 4 d 1/2" x 7.30 Est d 3/8" c / 10 cms. .15 .15 8 8 4 d 1/2" x 3.70 4 d 1/2" x 3.70 VT. 4 .15 VT. 5 8 8 4 d 1/2" x 5.00 .15 VT-D 2 d 1/2" x 9.00 Est d 3/8" c / 10 cms. 2 d 3/4" x 8.00 4 d 1/2" x 3.50 Est d 3/8" c / 10 cms. .15 .15 VT. 6 8 8 4 d 1/2" x 10.65 4 d 1/2" x 10.65 5 5 1 3 5 Est d 3/8" c / 10 cms. VE - B .15 2 d 1/2" x 7.90 2 d 1/2" x 7.90 .15 3 3 3 3 Est d 3/8" c / 10 cms. .15 2 d 1/2" x 4.30 2 d 1/2" x 4.30 .15 VE - C VE - D .15 2 d 1/2" x 11.65 4 4 .15 2 d 5/8" x 6.50 2 d 7/8" x 4.40 2 d 3/4" x 7.80 Est d 3/8" c / 10 cms. 5 Est d 3/8" c / 10 cms. .15 2 d 7/8" x 7.65 2 d 1/2" x 11.65 2 d 5/8" x 5.50 2 d 1/2" x 4.65 .15 4 4 VE - E 2 5 5 6 5 Est d 3/8" c / 10 cms. .15 VE - F 2 d 1/2" x 6.00 3 3 2 d 1/2" x 6.00 .15 1 d 5/8" x 2.50 .15 Est d 3/8" c / 10 cms. 5 .15 VE - 1 .15 1 1 2 d 1/2" x 3.00 2 d 1/2" x 3.00 B A Est d 3/8" c / 10 cms. 5 d 1/2" x 11.35 5 d 1/2" x 11.35 .15 .15 2 2 E 5 D 5 F 5 VE - 2 5 \LCORTE 2 - 2 esc.: 1 / 10 .35 5 .20 .35 .20 05 05 L = 1.20m 5 d 1/2". Est d 3/8 c / 10 cms. VE - 3 Est d 3/8" c / 10 cms. .15 5 d 1/2" x 4.40 5 d 1/2" x 4.40 2 2 .15 VE - 4 Est d 3/8" c / 10 cms. .15 2 2 5 d 1/2" x 7.25 5 d 1/2" x 7.25 .15 Est d 3/8" c / 10 cms. 2 d 7/8" x 7.95 2 d 1/2" x 7.95 .15 .15 VE - 5 2 d 1/2" x 4.70 5 VE - 6 Est d 3/8" c / 10 cms. .15 3 3 2 d 1/2" x 10.65 2 d 1/2" x 10.65 .15 C 5 5 \LCOLUMNAS: 2D, 2E, 2G, 3D, 4D, 4E, 4G, 5C, 5E, 6B 6C y 6E. esc.: 1 / 10 5 10 6 d 1/2" Lig d 3/8 c / 15 cms. 5 05 25 25 10 05 L = 0.80m 10 d 5/8" Lig d 3/8 c / 15 cms. 10 10 05 25 05 25 L = 0.80m 5 5 \LCOLUMNAS: 1B, 5B y 6D. esc.: 1 / 10 6 d 5/8" Lig d 3/8 c / 15 cms. 10 10 05 .25 05 .25 L = 0.80m 5 5 \LCOLUMNAS: 3B. esc.: 1 / 10 4 d 5/8" Lig d 3/8 c / 15 cms. 10 10 05 .25 05 .25 L = 0.80m 5 5 \LCOLUMNAS: 1A, 2F, 4F y 6A. esc.: 1 / 10 \LCOLUMNAS: 2H, 2I, 2J, 2K, 2L, 2M, 2N, 4H, 4I, 4J, 4K, 4L, 4M y 4N. esc.: 1 / 10 5 5 L = 0.80m .25 05 .25 05 10 10 4 d 1/2" Lig d 3/8 c / 15 cms. B e ap F1 1A, 2E, 2N, 3A, 1.00 1.00 .40 .30 F3 . . 1.50 1.50 .40 .30 10 d 3/8" x 1.55 bp .30 .30 5 .05 5 \LDETALLE DE LOSAS DE ENTREPISO. esc.: 1 / 10 .115 5 .115 5 .115 MALLA ELECTROSOLDADA 150x150x4mm 5 .05 5 5C, 5E, 6B, 6C y 6E. 3D y 4E. . 5A, 5B, 6A Y 6D. 2K, 2L, 2M, 3B, 4D, (4F, 4G), F2 .40 1.20 1.20 8 d 3/8" x 1.25 .30 .30 2D, (2F, 2G), 2H, 2I, 2J, . V.R.-1 F1 F2 F2 F2 F2 F3 F2 F3 F2 F1 F1 F1 F1 F2 F1 F1 F1 F1 F1 F1 F1 F2 F2 F2 F2 F2 F1 F1 F4 \LDETALLE DE VIGA DE RIOSTRA-2. (V.R.-2) esc.: 1 / 10 5 5 L = 0.80m .20 05 .20 05 .15 .15 4 d 1/2" Est. d 3/8 c / 20 cms. \LDETALLE DE FUNDACION CONCENTRICA. esc.: 1 / 20 \LPLANTA DE LOSAS DE ENTREPISO. esc.: 1 / 75 \LDESPIECES DE VIGAS DE CARGA Y AMARRE EN LOSAS DE ENTREPISO. esc.: 1 / 50 5 \LDETALLE DE NERVIO DE AMARRE. esc.: 1 / 10 5 .05 5 BLOQUE DE CONCRETO ALIGERADO. CAB. 2 Ø 1/2" NERVIO PREFABRICADO CAB. Ø 3/8" CAB. Ø 3/8" \LDESPIECES DE LOSA DE TECHO. esc.: 1 / 50 \LDESPIECES DE LOSAS DE ENTREPISO. esc.: 1 / 50 \LPLANTA DE FUNDACIONES. esc.: 1 / 75 \LPLANTA DE LOSAS DE TECHO. esc.: 1 / 75 \LCORTE 3 - 3 esc.: 1 / 10 5 5 <> mín. 10 4 d 1/2" Est d 3/8 c / 10 cms. 5 05 35 35 10 05 L = 1.00m 5 \LCORTE 4 - 4 esc.: 1 / 10 Acero Longitudinal Est d 3/8 c / 10 cms. L = 1.00m 05 05 35 10 10 35 5 <> mín. <> mín. 5 5 5 \LDESPIECES DE LOSAS, VIGAS DE CARGA Y AMARRE EN TECHO. esc.: 1 / 50 \LDESPIECES DE VIGAS DE CARGA LOSAS DE TECHO. esc.: 1 / 50 7 7 F2 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-2 V.R.-2 V.R.-2 V.R.-2 V.R.-2 V.R.-2 V.R.-2 Area de arranque de escalera. 5 5 1 d 3/8" x 1.80m. c/15cm. .10 1.40 1 d 3/8" x 2.25m. c/15cm. 1.15 .10 1.30 .10 3.55 1 d 1/2" x 5.25m. c/15cm. .30 1.00 .30 L = 0.80m 05 10 25 25 05 5 4 d 1/2" Est. d 3/8 c / 15 cms. 10 5 \LDETALLE VIGA DE ESCALERA. esc.: 1 / 10 1 d 3/8" x 1.90m. c/15cm. 1.00 1 d 3/8" x 1.40m. c/15cm. 1.00 .85 .80 .30 3.65 .80 .10 .10 .10 .30 .30 1 d 1/2" x 4.90m. c/15cm. 1 d3/8" x 1.15m. c/15 CM. 1 d3/8" x 1.15m. c/15 CM. 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 d 3/8" x 1.10m. c/15cm. \LDETALLE DE FUNDACION EXCENTRICA. esc.: 1 / 20 5 5 ap bp <> 5 e 5 B A . 1B. . F4 UBICACION. TIPO .30 bp .30 .40 .60 1.20 ap e B ACERO. 4 d 1/2" x 1.25 A 8 d 1/2" x 0.65 \LCUADRO DE FUNDACIONES CONCENTRICAS. \LCUADRO DE FUNDACIONES EXCENTRICAS. \LLOSA DE ESCALERA Lesc - 1. esc.: 1 / 20 \LLOSA DE ESCALERA Lesc - 2. esc.: 1 / 20 F2 F2 L = 1.10m 4 d 1/2" Est. d 3/8 c / 20 cms. 30 25 25 \LDETALLE DE VIGA DE RIOSTRA -1. (V.R-1) esc.: 1 / 10 5 5 30 05 05 5 5 VIGA RIOSTRA 1. VIGA DE CARGA DE ESCALERA. VIGA DE CARGA DE ESCALERA. VE - 5 \Lcorte. \LDETALLE DE FUNDACION CONCENTRICA. esc.: 1 / 20 A B 5 e 5 <> 5 \LDETALLE DE FUNDACION EXCENTRICA. esc.: 1 / 20 5 \Lplanta. <> 5 e 5 B A \LDETALLE DE VIGA DE RIOSTRA 3. esc.: 1 / 10 5 5 5 40 05 4 d 5/8" Est. d 3/8 c / 20 cms. 35 L = 1.60 m. 05 40 35 CARACTERISTICAS DE LOS MATERIALES Fy = 4.200 kg/cm2 F'c = 250 Kg/cm2 \LCUADRO DE FUNDACIONES CONCENTRICAS. C8 y C9 B8, B9, C2, C3, C4, C5, C6, C7, . . A1, A2, A3, A4, A5, A6, A7, A8, UBICACION. TIPO .30 .40 8 d 3/8" x 1.25 1.20 1.20 .40 bp ap e B ACERO ( ambos sentidos ) A 5 5 1.00 5 5 5 5 5 5 5 5 5 F2 F2 F2 F2 F2 F2 F2 F2 F2 V.R.-3 V.R.-3 F4 F2 \LCUADRO DE FUNDACIONES EXCENTRICAS. . TIPO UBICACION. F4 . C1 . 8 d 1/2" x 0.65 4 d 1/2" x 1.05 A ACERO. B e ap 1.20 0.60 .40 .30 bp .40 C B A \LPORTICO METALICO DE GALPÓN. esc.: 1 / 50 \LPLANTA DE FUNDACIONES DE GALPÓN. esc.: 1 / 75 .15 .15 .15 .15 .15 .15 .15 .15 4 .15 .15 5 .15 .15 .15 .15 VE-5 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .35 .15 .15 .15 .15 .15 .15 .15 .15 .15 .10 .15 .10 .10 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 1 d 1/2" x 2.50 8 d 5/8" Lig d 3/8 c / 15 cms. L = 1.20 m 5 \LCOLUMNAS: 3A y 5A. esc.: 1 / 10 \Lplanta. 5 Columna Perfil PROPERCA 250 VP. Plancha Base e=3/4". Viga de Riostra. Pernos de Anclaje d 15/16"x28" \A1;Pedestal. \Lcorte. \LDETALLE DE APOYO PARA COLUMNAS. Esc,: 1 / 20. Correas Perfil PROPERCA 140 VP. Viga Perfil PROPERCA 300 VP. Cartela Perfil PROPERCA 300 VP. Columna Perfil PROPERCA 250 VP. 20 TON. 20 TON. Mensula Perfil PROPERCA 250 VP. Viga Perfil PROPERCA 300 VP. Columna Perfil PROPERCA 250 VP. Cartela Perfil PROPERCA 250 VP. Lámina Climatizada COVERIT o Similar. 5 5 5 5 5 5 5 5 5 Plancha Metálica e = 3/4". Plancha Metálica e = 3/4". 5 5 5 5 5 5 5 5 5 5 \A1;Piso Acabado. Base de pavimento. 5 5 ap bp bp F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 V.R.-3 ap F2 A9, B1, B2, B3, B4, B5, B6, B7, GRANITE PEBBLES -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "1")(11 "Kd" "0")(11 "Ks" "1")(11 "roughness" "0.7") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 V.R.-1 F1 V.R.-1 F1 V.R.-1 V.R.-1 V.R.-2 V.R.-2 V.R.-2 V.R.-2 V.R.-2 V.R.-2 V.R.-2 V.R.-2 V.R.-2 V.R.-2 V.R.-2 V.R.-1 5 2 5 4 5 5 5 5 5 5 5 5 \A1;Pedestal. \A1;Base de pavimento. \A1;Viga de Riostra. \A1;Columna. Piedra picada compactada. \A1;Terreno compactado. 5 10 05 05 05 10 05 05 10 05 \A1;Terreno compactado. \A1;Base de pavimento. \A1;Viga de Riostra. \A1;Columna. \A1;Pedestal. 5 5 5 5 B Piedra picada compactada. BLOQUES DE CONCRETO ALIGERADO. 5 5 5 5 5 5 2.80 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 3.20 5 5 5 5 5 5 5 5 3.20 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 NERVIO DE CORONA. (<>) NERVIO DE CORONA. (<>) L = 1.00m 05 10 35 35 05 5 4 d 1/2" Est d 3/8 c / 10 cms. 10 5 \LCORTE 1 - 1 esc.: 1 / 10 VE-D 3 3 1 1 3 3 5 4 4 3 3 VT-J VT-K VT-N VT-G VT-M VT-L VT-I 5 VT-4 Piedra picada compactada. Columna Perfil PROPERCA 250 VP. \A1;Pedestal. \A1;Viga de Riostra. Relleno compactado. \A1;Base de pavimento. 5 5 5 B Plancha métalica e=3/4 ". Mortero Autonivelante. Piso Acabado. Piso Acabado. \A1;Base de pavimento. \A1;Viga de Riostra. Mortero Autonivelante. Plancha métalica e=3/4 ". Columna Perfil PROPERCA 250 VP. Piedra picada conpactada. Relleno compactado. \A1;Pedestal. B 5 5 5 5 5 5 5 5 5 Mensula Perfil PROPERCA 250 VP. Canal metálico de desague. 5 NERVIOS PREFABRICADOS BLOQUES DE CONCRETO ALIGERADO. \Lcorte. \Lplanta. \Lplanta. \Lcorte. \Lcorte. \Lplanta. Mortero autonivelante. 5 \LDETALLE DE NERVIO DE CORONA. esc.: 1 / 10 <> mín. 5 \A1;2x3/8" BLOQUE DE CONCRETO ALIGERADO. NERVIO PREFABRICADO (ver detalle de llegada de losa en VT-A) 6 6 6 6 .15 NERVIO DE CORONA. NERVIO DE CORONA. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Variable. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NERVIO DE CORONA. 1.00 .50 1 d 3/8" x 1.50m. c/15cm. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 JUNTA DE DILATACION. 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 3 3 5 5 5 05 35 35 L = 1.50 m. 35 35 \LACERO DE PEDESTAL. esc.: 1 / 10 A B Est d 3/8" c / 10 cms. 5 .15 .15 VT - 3 VT - 2 VT - 1 1 1 2 d 5/8" x 3.00 2 d 5/8" x 3.00 .15 .15 3 5 5 5 5 2 1 5 A B Est d 3/8" c / 15 cms. 5 1 VT - A .10 2 2 2 d 1/2" x 10.30 2 d 1/2" x 10.30 .10 3 2 .10 5 .10 5 5 VT - B .25 5 5 .10 .25 .10 \LCORTE 2 - 2 esc.: 1 / 10 \LCORTE 1 - 1 esc.: 1 / 10 5 5 <> mín. 10 4 d 5/8" Est d 3/8 c / 10 cms. 5 5 5 4 d 1/2" Est. d 3/8 c / 20 cms. 05 .30 .30 5 5 \LD. DE VIGA DE RIOSTRA-1. (V.R.-1). esc.: 1 / 10 <> mín. 25 25 05 10 4 d 1/2" Est d 3/8 c / 15 cms. 05 <> 5 5 5 5 5 <> 5 2 .10 .10 3 1 d 1/2" x 2.50 5 5 1 5 5 1 d 1/2" x 10.20 5 5 5 1 d 3/8" x 2.30 .10 5 LT - 1 <> 5 5 5 5 1 d 3/8" x 2.50 .10 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 d3/8" @ <> d3/8" @ <> 5 F1 F1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-1 V.R.-2 V.R.-2 V.R.-2 PAREDES DEL TANQUE SUBTERRANEO. esp. = 0.20 m. MACHON DE AMARRE. 25 25 5 5 25 25 10 6 d 1/2" Lig d 3/8 c / 15 cms. \LCOLUMNAS:1A, 1B, 2A, 2B, 3A y 3B. esc.: 1 / 10 10 05 05 05 10 10 10 3 d 3/8" Lig d 1/4 c / 20 cms. \LDETALLE MACHONES DE AMARRE. esc.: 1 / 10 5 \A1;Columna. \A1;Viga de Riostra. A \Lcorte. \Lplanta. 5 5 5 \A1;Pedestal. \A1;Terreno compactado. Piedra picada compactada. 5 \LDETALLE DE FUNDACION CONCENTRICA. esc.: 1 / 20 ap bp B <> 5 e 5 B \A1;Base de pavimento. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 d 1/2" Est. d 3/8 c / 20 cms. .15 .15 .20 .20 5 5 \LD. DE VIGA DE RIOSTRA-2. (V.R.-2) esc.: 1 / 10 5 <> mín. \LDETALLE DE BORDE DE PISO. esc.: 1 / 10 05 5 Ver Detalle de borde de Piso. MACHON DE AMARRE. Malla Electrosoldada. Terreno Compactado. V.R.-3 F2 F2 V.R.-3 V.R.-3 C D 5 5 8 9 5 N D 5 4 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Full Project
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Steel
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Tags	autocad, barn, building, concrete, detailed, details, DWG, file, full, general, offices, PLANES, Project, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure, structure en acier