Guardhouse 3D DWG Plan for AutoCAD

3d and guard house plans with construction details

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

plant attached, plant foundations, detail, facade lat. left, front facade, detail, detail, detail, welding, bolts, std nuts, ipn, platen, esc:, ipn, bolts, std nuts, platen, soldering, truckson mesh, compacted terrain, chopped stone, detail, esc:, ipn, detail, esc:, ipn, soldering, concrete layer with mesh, tabelón, detail, esc:, notes, all measurements will be verified in the work, all metal parts will have two layers, of anticorrosive, ceiling tiles will be in clean work, Ceiling finish will be of Creole tile, in its internal part, waterproofing mantle, guardhouse, architecture views, March, facade lat. left, roof plant, plant, front facade, facade lat. der, cut, perspective, a.p., guardhouse, structure, ind march

Raw text data extracted from CAD file:

.66 .68 .68 .66 3.60 2.40 2.40 2.00 2.36 2.60 .26 .20 .25 .25 .10 .50 .04 .40 .05 .66 .50 .05 .80 .30 2.80 .40 1.50 1.92 2.00 1.66 11.59 4.20 .34 5.29 .55 .61 4.43 1.20 .30 .10 .40 2.80 2.80 .40 1.50 4.81 .50 1.92 .35 2.50 2.00 1.52 .93 45°0’0″ 1.70 .10 1.05 .44 2.29 3.43 2.29 3.43 .40 .38 .10 1.34 .10 .35 .20 2.17 .10 .10 .50 .10 1.63 1.00 1.00 1.00 1.10 .20 2.00 .60 .50 2.00 .60 1.87 .68 .68 .68 .68 .68 .68 .30 .50 .30 .50 3.40 3.72 1.31 .20 .50 .50 3.60 2.40 .27 1.47 44°59’56” .13 5°42’38” .03 .25 2.60 1.00 .38 .15 .05 .30 1.20 R.80 R.80 5 5 5 5 5 5 5 .40 .40 3.60 3 1 2 3 2 1 .93 2.77 .15 .50 .50 3.60 2.40 A B C 1.10 .20 45°0’0″ .10 PLANTA ENVIGADO PLANTA FUNDACIONES DETALLE 4 FACHADA LAT. IZQ. FACHADA FRONTAL 5 5 5 DETALLE 1 + .10 + .20 5°42’10” + .10 + .20 DETALLE 3 DETALLE 2 5 .03 .03 5 5 5 DETALLE 4 SOLDADURA 1/2″ \W3.42655; 4 PERNOS 1/2″ x 0.50 4 TUERCAS 1/2″ Std IPN 200 PLETINA 200 x 200 1/4″ 5 5 .15 5 5 .05 5 ESC: 1/10 IPN 200 \W3.42655; 4 PERNOS 1/2″ x 0.50 4 TUERCAS 1/2″ Std PLETINA 200 x 200 1/4″ SOLDARURA 1/2″ MALLA TRUCKSON 150 x 150 x 4 TERRENO COMPACTADO PIEDRA PICADA DETALLE 3 ESC: 1/10 + .20 + .10 5 .40 IPN 160 IPN 80 DETALLE 2 ESC: 1/10 IPN 160 IPN 200 IPN 80 SOLDARURA 1/2″ 5 CAPA CONCRETO CON MALLA 5°42’10” 5 5 TABELÓN DETALLE 1 ESC: 1/10 NOTAS * TODAS LAS MEDIDAS SE VERIFICARÁN EN LA OBRA * TODAS LAS PIEZAS METALICAS LLEVARAN DOS CAPAS DE ANTICORROSIVO * TABELONES DE TECHO QUEDARÁN EN OBRA LIMPIA * ACABADO DE TECHO SERÁ DE TEJA CRIOLLA EN SU PARTE INTERNA + MANTO IMPERMEABILIZANTE 7 CASETA DE VIGILANCIA VISTAS ARQUITECTURA Esc= 1:75 MARZO 2012 FACHADA LAT. IZQ. PLANTA TECHO PLANTA .93 45°0’0″ 1.70 .10 .10 1.10 .50 A 2.40 3.60 .50 .40 2.40 3.60 .40 5 B C 2 3 1 .10 1.40 .10 .35 .20 2.1691 .10 P3 P3 P1 P2 V2 V1 V2 V1 V3 V3 .10 .50 .10 5 5 1.60 A C A C B B A C A C B B FACHADA FRONTAL FACHADA LAT. DER. CORTE B – B CORTE A – A CORTE C – C 1.00 1.10 1.00 1.00 .20 2.00 .60 + .20 + .10 + 0.00 .50 + .10 + 0.00 + .20 1.00 1.10 + .20 + .10 + 0.00 .60 2.00 .60 1.40 + .20 + .10 PERSPECTIVA P1 0.90 x 2.1 P2 0.70 x 2.1 V1 1.30 x 1.00 x a.p. = 1.00 V2 1.30 x 1.00 x a.p. = 1.10 V3 0.80 x 0.60 x a.p. = 1.40 7b CASETA DE VIGILANCIA ESTRUCTURA Esc= 1:75 e Ind MARZO 2012 1.40 .40 2.40 3.60 .40 2 3 1