Winery 24 * 24 DWG Detail for AutoCAD

Winery 24 * 24 DWG Detail for AutoCAD

ARCHITECTURAL PLANNING, ARCHITECTURAL FLOOR; FINISHES, DETAILS, LIFTS AND CUTTING

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

sight title, plant, geometric, predominant wind, metal perciana, metal door, head of the division of general services, arq. manuel montufar miranda, coordinator of the area of ​​design and planning, arqta. ana patricia alvarez ruiz de guzmàn, arq. juan carlos orozco lopez, pemj, file :, structures, installations, architecture, sheet no :, urbanization, plotscale :, duc-dsg, indicated, observations, this map contains :, supervisor :, design :, drawing :, review :, scale :, location :, date :, project :, email., san university, general services division, carlos de guatemala, bioterium, chemical sciences and, faculty of chemical sciences, architectural project advisor, pharmacy, faculty, as a whole, existing warehouses, winery, perimeter wall, fence wall, entrance, entry gate, transverse elevation, finish repello and sifting, double perciana window, ground floor, concrete base with reinforcement for, heavy transport, a ”, b ”, mooring beam section, variable, entrance, cement smoothing, level, exit, top of mud registration, cover, cover, registration, projection, union box plant, smoothing, cement, reinforcement, cie, cis, a-a ‘section, grease trap box plant, curtain, secc ion c-c ‘, tube, support, cement, pallet, metal door, metal, glass, electrical connection detail, comes from pole, connection cable, meter clamping ring off the surface, npt break module of stands, Main and secondary board detail, double pallet window, column projection, cut to, a, pallet window, b, b cut, block walls seen, zacapa stand, elevation, standoff ofibodegas, and cuts, office, ss, room boards, front elevation, top floor, detail, finishes, type, quantity, chill, lintel, vain, door, hardware, sheet, right, spreadsheet, ashlar, enclosure, window, spreadsheet window, nomenclature, window, indicates height of the span , aluminum glass door, cc longitudinal cut, bb longitudinal cut, stack

Raw text data extracted from CAD file:

Escala: 1:1 TÍTULO DE VISTA 1 N PLANTA GEOMÉTRICO VIENTO PREDOMINANTE NIV. +0.00 A B 3.62 0.87 4.83 3.62 4.83 3.62 0.87 4.83 3.62 4.83 0.30 48.00 3.62080037289661 0.8699999999989814 4.829999999999927 3.624199627069629 4.829999999999927 PERCIANA METALICA PERCIANA METALICA PUERTA DE METAL 3.62080037289661 0.8699999999989814 4.829999999999927 3.624199627069629 4.829999999999927 PERCIANA METALICA PERCIANA METALICA PUERTA DE METAL 0.3000000000020009 47.99999999993497 f. f. JEFE DE LA DIVISION DE SERVICIOS GENERALES ARQ. MANUEL MONTUFAR MIRANDA COORDINADORA DEL ÀREA DE DISEÑO Y PLANIFICACIÓN ARQTA. ANA PATRICIA ALVAREZ RUIZ DE GUZMÀN ARQ. JUAN CARLOS OROZCO LÓPEZ f. f. U R T S N O C Y N B R U O Ñ E S I D E D O T N E C A Z I N A O I I E D S T R A P E N O M A C C S P S N R C ã T E S R A P L U O C S I B R O R A L U T A U G I E T N I S I S N E L A M E T A O A I M E D A C A A N I L O R A C C C PEMJ C:/ FILE: ESTRUCTURAS INSTALACIONES ARQUITECTURA HOJA No: URBANIZACION PLOTSCALE: DUC-DSG ARQ. JUAN CARLOS OROZCO LÓPEZ DUC-DSG INDICADA OBSERVACIONES ESTE PLANO CONTIENE: SUPERVISOR: DISEÑO: DIBUJO: REVISO: ESCALA: UBICACION: FECHA: NOVIEMBRE 2008 PROYECTO: Email. Tel. 443-9611 / 13 Fax. 476-9855 Edificio de Recursos Educativos 2o. Nivel UNIVERSIDAD DE SAN División de Servicios Generales CARLOS DE GUATEMALA BIOTERIO CIENCIAS QUIMICAS Y Y FARMACIA, USAC, ZONA 12 FACULTAD DE CIENCIAS QUIMICAS ASESOR DE PROYECTOS DE ARQUITECTURA FARMACIA FACULTAD DE DE CONJUNTO PLANTA \A1;24.00 \A1;12.00 \A1;12.00 \A1;12.00 \A1;12.00 \A1;48.00 \A1;48.00 \A1;24.00 \A1;161.50 \A1;24.00 \A1;24.00 \A1;24.00 \A1;24.00 BODEGAS EXISTENTES BODEGAS 12 * 24 BODEGAS 24 * 24 BODEGAS 24 * 24 BODEGA MURO PERIMETRAL 28.39848094229438 28.39848094229438 28.39848094229438 28.39848094229438 28.39848094229438 28.39848094229438 28.39848094229438 28.39848094229438 28.39848094229438 MURO TIPO CERCO MURO TIPO CERCO RUTA CA-9 INGRESO PORTON INGRESO 28.39848094229438 28.39848094229438 28.39848094229438 28.39848094229438 S S S \A1;24.00 \A1;12.00 \A1;12.00 \A1;12.00 \A1;12.00 \A1;48.00 \A1;48.00 \A1;24.00 \A1;161.50 \A1;24.00 \A1;24.00 \A1;24.00 \A1;24.00 \A1;24.00 \A1;24.00 \A1;6.38 \A1;2.00 \A1;154.50 \A1;6.00 \A1;1.00 \A1;161.50 24.0 23.99999999999957 6.379999999999185 2.000000000000895 154.5000000000005 5.999999999999943 1.000000000000057 161.5000000000005 ELEVACION TRANSVERSAL BODEGAS EXISTENTES BODEGAS 12 * 24 BODEGAS 24 * 24 BODEGAS 24 * 24 BODEGA MURO PERIMETRAL 24.0 12.0 11.99999999999999 12.0 11.99999999999999 47.99999999999997 47.99999999999997 23.99999999999996 161.5 MURO TIPO CERCO MURO TIPO CERCO RUTA CA-9 INGRESO PORTON INGRESO 23.99999999999997 24.0 23.99999999999955 23.99999999999955 6.75 24.00 2.00 3.47 4.83 3.62 4.83 0.84 1.50 2.81 1.50 0.44 4.90 1.50 1.50 1.50 1.00 1.00 2.50 PERCIANA METALICA PERCIANA METALICA PUERTA DE METAL ACABADO REPELLO Y CERNIDO VENTANA PERCIANA DOBLE 6.75 23.99999999996726 NIV. +0.00 1.999999999999091 3.47080037289652 4.829999999999927 3.624199627069629 4.829999999999927 0.8437146948267582 1.5 2.812570610341936 1.5 0.4387146948324698 4.900000000001455 1.5 1.503566710140149 1.5 1.000000000000909 1.0 2.5 23.86 4.73 4.80 4.80 4.80 4.73 24.00 24.00 0.15 2.38 0.15 2.38 0.15 2.38 0.15 2.39 0.22 2.38 0.15 2.38 0.15 2.38 0.15 2.38 0.15 2.38 0.15 0.33 0.20 24.00 0.15 0.40 1.95 0.40 2.00 0.40 1.95 0.40 1.95 0.40 2.00 0.40 6.55 0.15 1.95 2.50 3.40 1.75 1.75 2.35 2.35 2.40 2.35 2.78 0.45 2.38 2.43 0.15 6.83 0.00 16.95 0.15 24.00 4.02 4.05 4.05 4.05 4.05 3.63 0.25 3.65 0.40 3.65 0.40 3.65 0.40 3.65 0.40 3.65 0.40 3.26 0.25 0.25 2.40 0.40 1.95 2.01 0.40 0.40 1.93 0.45 1.93 0.40 2.03 0.40 1.98 0.40 2.00 0.40 1.95 0.40 1.80 0.15 2.78 2.35 2.40 2.35 2.35 2.43 2.38 2.40 2.35 2.08 24.00 0.15 3.32 0.15 4.83 0.15 3.33 0.15 4.83 0.40 1.97 0.10 0.78 1.00 0.75 0.10 1.60 0.40 3.47 4.98 3.48 5.11 2.22 1.32 1.32 1.97 24.00 G G 23.99999999999818 0.1499999999987267 0.3999999999996362 1.949999999998909 0.3999999999996362 2.000000000000909 0.3999999999996362 1.949999999999818 0.3999999999996362 1.949999999999818 0.3999999999996362 1.999999999999091 0.3999999999996362 6.549999999997453 0.1500000000005457 1.949999999999818 2.500000000005457 3.399999999998727 1.749999999998181 1.750000000000909 2.350000000001273 2.349999999997635 2.400000000001455 2.349999999999454 2.775000000004184 0.4499999999998181 2.374999999999091 2.424999999999272 0.1500000000005457 6.824999999998909 0.0 16.94999999999709 0.1499999999987267 11 10 9 8 7 6 5 4 3' 2' 1 2 3 0.25 PLANTA BAJA Esc:1/100 S BASE DE CONCRETO CON REFUERZO PARA TRANSPORTE PESADO 23.99999999999955 4.020000000000891 4.049999999999727 4.050000000000182 4.049999999999272 4.050000000000182 3.630000000000109 0.2500000000004547 3.644999999999982 0.3999999999996362 3.650000000000091 0.4000000000000909 3.650000000000091 0.4000000000000909 3.649999999999636 0.4000000000000909 3.650000000000091 0.4000000000000909 3.254999999999654 A B C D E F G A A'' B'' F' D' 11 10 9 8 7 6 5 4 1 2 3 0.2499999999990905 C' B' A' 2.400000000002365 0.3999999999996362 1.950000000001637 2.006499335097033 0.3999999999996362 0.3999999999996362 1.925000000000182 0.4499999999989086 1.924999999999272 0.3999999999996362 2.025000000001455 0.3999999999996362 1.974999999999454 0.3999999999996362 2.000000000000909 0.3999999999996362 1.948278475816551 0.3999999999996362 1.801721524183449 0.1500000000005457 2.775000000001455 2.350000000000364 2.399999999999636 2.349999999998545 2.349999999998545 2.425000000001091 2.374999999999091 2.400000000000546 2.348278475819825 2.076721524180357 24.0 0.1500000000000909 3.319999999998345 0.1500000000000909 4.830000000000837 0.1499999999991815 3.325000000000273 0.1500000000000909 4.830000000001291 0.4000000000000909 1.969999999999345 5 0.775086045010994 1.000000668374014 0.7549132866142827 5 1.595000000000255 0.4000000000000909 3.469999999998436 4.979999999999563 3.474999999999909 5.105000000001837 2.2199999999998 1.3149999999996 1.315000000000055 1.970000000000255 24.0 4.91 4.91 23.62 0.20 2.38 0.15 2.38 0.15 2.38 0.15 2.38 0.15 2.38 0.15 2.38 0.15 2.38 0.15 2.38 0.15 2.38 0.15 0.93 0.20 0.15 2.46 0.15 0.15 0.15 0.39 0.20 0.15 1.39 1.00 0.15 0.32 0.20 4.90 4.91 2.74 4.91 1.02 1.50 3.56 1.51 0.66 3.19 1.50 1.50 1.50 1.00 1.00 2.50 6.75 2.00 24.00 2.37 0.15 1.50 0.15 0.88 1.50 6.75 2.00 24.00 23.86 4.73 4.80 4.80 4.80 4.73 24.00 24.00 0.15 2.38 0.15 2.38 0.15 2.38 0.15 0.15 2.38 0.15 2.38 0.15 2.38 0.15 2.39 0.15 0.33 23.62 0.20 0.15 2.38 0.15 2.38 0.15 2.38 0.15 2.38 0.15 2.39 0.15 2.38 0.14 2.38 0.15 2.38 0.15 0.99 0.20 2.32 2.39 0.22 2.38 0.20 \A1;0.10 \A1;0.20 \A1;0.07 \A1;0.19 \A1;0.01 \A1;0.19 \A1;0.01 \A1;0.19 \A1;0.20 \A1;0.94 \A1;0.59 \A1;0.19 \A1;0.01 \A1;0.19 \A1;0.20 \A1;0.94 \A1;0.59 \A1;0.10 \A1;0.20 \A1;0.07 \A1;0.19 \A1;0.01 \A1;0.15 SOLERA DE HUMEDAD 4 No 3 + ESTRIBOS No 2 @ 0.15 Niv. +0.10 Niv. 0.00 CIMIENTO CORRIDO CON 4 No 3 + ESL No 3 @0.20 0.0966663543504183 0.2033336456506731 0.3000000000010914 0.0694540238528134 0.1521864327937692 0.1568533771596776 0.1520521423412902 0.0694540238523587 0.599999999999909 0.1899999999995998 0.0099999999983993 0.1899999999995998 0.0100000000011278 0.1899999999995998 5 0.8899999999994179 0.9399999999995998 0.5899999999983265 BASE DE PISO REFORZADO ELECTROMALLA 6/6 SOLERA DE HUMEDAD 4 No 3 + ESTRIBOS No 2 @ 0.15 Niv. +0.10 Niv. 0.00 CIMIENTO CORRIDO CON 4 No 3 + ESL No 3 @0.20 0.0966663543504183 0.2033336456506731 0.3000000000010914 0.0694540238528134 0.1521864327937692 0.1568533771596776 0.1520521423412902 0.0694540238523587 0.599999999999909 0.1899999999995998 0.0099999999983993 0.1899999999995998 0.0100000000011278 0.1899999999995998 5 0.8899999999994179 0.9399999999995998 0.5899999999983265 BASE DE PISO REFORZADO ELECTROMALLA 6/6 SOLERA DE HUMEDAD 4 No 3 + ESTRIBOS No 2 @ 0.15 Niv. +0.10 Niv. +0.10 0.0966663543504183 0.2033336456506731 0.3000000000010914 0.0694540238528134 0.1521864327937692 0.1568533771596776 0.1520521423412902 0.0694540238523587 0.599999999999909 0.1899999999995998 0.0099999999983993 0.1899999999995998 0.0100000000011278 0.1899999999995998 5 BASE DE PISO REFORZADO ELECTROMALLA 6/6 0.8899999999994179 0.9399999999995998 \A1;0.01 \A1;0.19 \A1;0.01 \A1;0.19 \A1;0.89 \A1;0.94 \A1;0.10 \A1;0.20 \A1;0.30 \A1;0.07 \A1;0.15 \A1;0.16 \A1;0.15 \A1;0.07 \A1;0.60 \A1;0.19 \A1;0.30 \A1;0.07 \A1;0.15 \A1;0.16 \A1;0.15 \A1;0.60 \A1;0.89 \A1;0.30 \A1;0.07 \A1;0.15 \A1;0.16 \A1;0.15 \A1;0.60 \A1;0.89 0.10 0.15 0.05 0.05 2 No. 4 + ESTRIBO No. 3 @ 0.20 ESCALA: 1: 5 \A1;0.25 \A1;0.40 \A1;0.05 4 No.5 4 No.3 ESTRIBO No. 3 @ 0.15 0.25 0.3999999999996362 5 0.3491999999978361 0.0254000000013548 0.0454000000004271 0.0795999999995729 0.0795999999995729 0.0454000000004271 0.25 0.0253999999995358 0.1992000000004737 0.0253999999999905 0.0454000000008818 0.1545999999989363 0.1545999999989363 0.0454000000008818 \A1;0.15 \A1;0.05 \A1;0.03 0.0 0.1999999999998181 0.1545999999998457 0.0454000000004271 0.4000000000000909 0.0 0.3745999999991909 0.0254000000004453 0.3999999999996362 0.0254000000004453 0.3491999999996551 0.0253999999999905 0.4000000000000909 0.0 0.1999999999998181 0.1545999999989363 0.0454000000008818 4 No.5 4 No.3 ESTRIBO No. 3 @ 0.15 \A1;0.03 \A1;0.30 \A1;0.03 \A1;0.35 \A1;0.05 \A1;0.08 \A1;0.08 \A1;0.05 \A1;0.25 \A1;0.05 \A1;0.13 \A1;0.13 \A1;0.05 \A1;0.03 \A1;0.20 \A1;0.03 \A1;0.25 \A1;0.00 \A1;0.20 \A1;0.00 \A1;0.37 \A1;0.00 \A1;0.20 \A1;0.03 0.0253999999995358 0.2992000000003827 0.0254000000004453 0.3500000000003638 0.0454000000004271 0.0808964691295841 0.0783035308695617 0.0454000000004271 0.25 0.0454000000017913 0.1295999999983906 0.1295999999993001 0.0454000000008818 0.0253999999995358 0.1992000000004737 0.0253999999999905 0.25 4 No.5 4 No.3 ESTRIBO No. 3 @ 0.15 \A1;0.03 \A1;0.03 \A1;0.13 \A1;0.13 \A1;0.05 \A1;0.18 \A1;0.05 0.0253999999995358 0.399199999999837 0.0254000000004453 0.4499999999998181 0.0454000000004271 0.1295999999997548 0.1295999999997548 0.0453999999999724 0.3499999999999091 0.0 0.2250000000003638 0.179599999999482 0.0453999999999724 0.4499999999998181 0.0253999999999905 0.299199999999928 0.0253999999999905 0.3499999999999091 4 No.5 4 No.3 ESTRIBO No. 3 @ 0.15 \A1;0.03 \A1;0.20 \A1;0.03 \A1;0.25 \A1;0.05 \A1;0.16 \A1;0.05 \A1;0.25 \A1;0.05 \A1;0.16 \A1;0.05 \A1;0.25 \A1;0.03 \A1;0.20 \A1;0.03 \A1;0.25 0.0255166986735276 0.1990833013260271 0.0254000000004453 0.25 0.0453999999999724 0.1592000000000553 0.0453999999999724 0.25 0.0454000000008818 0.1591999999982363 0.0454000000008818 0.25 0.0253999999999905 0.1993168309877547 0.0252831690122548 0.25 4 No.5 ESTRIBO No. 3 @ 0.15 \A1;0.03 \A1;0.40 \A1;0.03 \A1;0.45 \A1;0.05 \A1;0.08 \A1;0.08 \A1;0.05 \A1;0.25 \A1;0.05 \A1;0.18 \A1;0.18 \A1;0.05 \A1;0.45 \A1;0.03 \A1;0.20 \A1;0.03 \A1;0.25 4 No.5 4 No.3 ESTRIBO No. 3 @ 0.15 0.0254000000004453 0.3991999999989275 0.0254000000004453 0.4499999999998181 0.0454000000004271 0.0800651102235861 0.0791348897755597 0.0454000000004271 0.25 0.0454000000008818 0.1795999999985725 0.1796000000003914 0.0453999999999724 0.4499999999998181 0.0253999999999905 0.1992000000000189 0.0253999999999905 0.25 \A1;0.40 \A1;0.40 \A1;0.03 \A1;0.35 \A1;0.40 \A1;0.15 \A1;0.05 \A1;0.03 \A1;0.35 \A1;0.03 \A1;0.05 \A1;0.08 \A1;0.08 \A1;0.25 \A1;0.03 \A1;0.20 \A1;0.03 \A1;0.05 \A1;0.15 \A1;0.15 \A1;0.05 \A1;0.45 \A1;0.05 \A1;0.35 \A1;0.45 \A1;0.03 \A1;0.35 \A1;0.40 \A1;0.00 \A1;0.23 \A1;0.30 \A1;0.03 \A1;COLUMNA DE CONCRETO \A1;ARMADO \A1;4 HIERROS No. 5 \A1;4 HIERROS No. 3 \A1;+ESTRIBOS No. 3 LOS \A1;PRIMEROS Y ULTIMOS 5 \A1;@ 0.10 EL RESTO @ \A1;0.15 1.20 \A1;ZAPATA \A1;6 HIERROS No. 4 @ \A1;0.10 EN AMBOS \A1;SENTIDOS \A1;SOLERA INTERMEDIA 4 \A1;No. 4 + ESTRIBOS No. \A1;3 @ 0.15 M 1.60 0.50 0.50 0.20 0.25 0.80 0.84 1.00 0.08 0.08 0.08 0.12 \A1;SOLERA INTERMEDIA 4 \A1;No. 4 + ESTRIBOS No. \A1;3 @ 0.15 M 0.20 1.20 4 No. 4 + ESTRIBO No. 3 @ 0.20 5 5 5 0.1499999999985846 0.2949999999991064 5 0.247049999998211 5 SECCION DE VIGA DE AMARRE ESCALA 1:5 0.1 0.02 0.02 0.15 0.3 0.02 0.25 0.02 ESTRIBOS No. 3 @ 5 cm LOS PRIMEROS 16 EL RESTO @ 20 cm L/5 VARIABLE SECCION VIGA V-1 ESCALA: 1: 20 VARIABLE 0.40 ARMADO DE COLUMNA C1 L/5 VARILLAS LONGITUDINALES DE REFUERZO No. 4 VARILLAS LONGITUDINALES DE REFUERZO No. 5 4 No. 5 4 No. 3 + ESTRIBO No. 3 1 a 5cms y resto @ 0.10 \W7.53467; VIGA \W7.60610; V-1 5 5 0.32 0.40 ESCALA: 1: 5 0.14 5 0.03 0.20 0.04 0.04 0.03 \A1;0.25 \A1;0.30 \A1;0.59 \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.80 \A1;0.25 \A1;1.19 \A1;6.80 \A1;0.20 \A1;0.02 \A1;0.15 \A1;0.02 \A1;0.14 \A1;0.20 \A1;0.02 \A1;0.15 \A1;0.02 \A1;0.14 \A1;0.25 \A1;0.02 \A1;0.20 \A1;0.03 \A1;0.14 \A1;0.04 \A1;0.07 \A1;0.04 \A1;0.04 \A1;0.18 \A1;0.04 0.2499999999990905 0.024000000000342 0.2005999999983032 0.0254000000004453 0.1399999999998727 0.0352999940400878 0.0694000059597784 0.0353000000000065 0.0353000000004613 0.1779999999980646 0.0367000000005646 SOLERA CORONA 4 No 3 + ESTRIBOS No 2 @ 0.20 SOLERA INTERMEDIA CON 4 No 3 + ESTRIBOS No 2 @ 0.20 0.1999999999998181 0.024000000000342 0.1520000000000437 0.0239999999994325 0.1399999999998727 SOLERA HUMEDAD CON 4 No 3 + ESTRIBOS No 2 @ 0.20 0.1999999999998181 0.024000000000342 0.1520000000000437 0.0239999999994325 0.1399999999998727 \A1;0.20 \A1;0.80 \A1;0.25 \A1;1.29 \A1;6.70 \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.80 \A1;0.25 \A1;0.25 \A1;0.30 \A1;0.59 \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.20 MURO DE BLOCK POMEZ DE 0.14 X 0.19 X 0.39 MURO DE BLOCK POMEZ DE 0.14 X 0.19 X 0.39 SOLERA INTERMEDIA CON 4 No 3 + ESTRIBOS No 2 @ 0.20 SOLERA DE HUMEDAD 4 No 3 + ESTRIBOS No 2 @ 0.15 REPELLO + CERNIDO PLASTICO Niv. +0.10 Niv. 0.00 CIMIENTO CORRIDO CON 4 No 3 + ESL No 3 @0.20 SOLERA INTERMEDIA CON 4 No 3 + ESTRIBOS No 2 @ 0.20 MURO DE BLOCK POMEZ DE 0.14 X 0.19 X 0.39 SOLERA INTERMEDIA CON 4 No 3 + ESTRIBOS No 2 @ 0.20 MURO DE BLOCK POMEZ DE 0.14 X 0.19 X 0.39 5 0.3000000000010914 0.5899999999983265 0.1999999999998181 1.199999999999818 0.1999999999998181 1.200000000000728 0.1999999999998181 1.200000000000728 0.1999999999998181 1.200000000000728 0.1999999999998181 0.8000000000001819 0.2499999999990905 1.1899999999996 6.800000000000182 SOLERA INTERMEDIA CON 4 No 3 + ESTRIBOS No 2 @ 0.20 MURO DE BLOCK POMEZ DE 0.14 X 0.19 X 0.39 SOLERA CORONA 4 No 3 ESTRIBOS No 2 @ 0.20 ZAPATA 6 No 4 EN AMBOS SENTIDOS A MURO DE BLOCK POMEZ DE 0.14 X 0.19 X 0.39 MURO DE BLOCK POMEZ DE 0.14 X 0.19 X 0.39 SOLERA INTERMEDIA CON 4 No 3 + ESTRIBOS No 2 @ 0.20 SOLERA DE HUMEDAD 4 No 3 + ESTRIBOS No 2 @ 0.15 Niv. +0.10 Niv. +0.10 CIMIENTO CORRIDO CON 4 No 3 + ESL No 3 @0.20 SOLERA INTERMEDIA CON 4 No 3 + ESTRIBOS No 2 @ 0.20 MURO DE BLOCK POMEZ DE 0.14 X 0.19 X 0.39 SOLERA INTERMEDIA CON 4 No 3 + ESTRIBOS No 2 @ 0.20 MURO DE BLOCK POMEZ DE 0.14 X 0.19 X 0.39 5 0.3000000000010914 0.5899999999983265 0.1999999999998181 1.199999999999818 0.1999999999998181 1.200000000000728 0.1999999999998181 1.200000000000728 0.1999999999998181 1.200000000000728 0.1999999999998181 0.8000000000001819 0.2499999999990905 1.289999999999964 6.699999999999818 SOLERA INTERMEDIA CON 4 No 3 + ESTRIBOS No 2 @ 0.20 MURO DE BLOCK POMEZ DE 0.14 X 0.19 X 0.39 SOLERA CORONA 4 No 3 ESTRIBOS No 2 @ 0.20 ZAPATA 6 No 4 EN AMBOS SENTIDOS D MURO DE BLOCK POMEZ DE 0.14 X 0.19 X 0.39 MURO DE BLOCK POMEZ DE 0.14 X 0.19 X 0.39 SOLERA INTERMEDIA CON 4 No 3 + ESTRIBOS No 2 @ 0.20 SOLERA DE HUMEDAD 4 No 3 + ESTRIBOS No 2 @ 0.15 Niv. +0.10 Niv.0.00 CIMIENTO CORRIDO CON 4 No 3 + ESL No 3 @0.20 SOLERA INTERMEDIA CON 4 No 3 + ESTRIBOS No 2 @ 0.20 MURO DE BLOCK POMEZ DE 0.14 X 0.19 X 0.39 SOLERA INTERMEDIA CON 4 No 3 + ESTRIBOS No 2 @ 0.20 MURO DE BLOCK POMEZ DE 0.14 X 0.19 X 0.39 5 0.3000000000010914 0.5899999999983265 0.1999999999998181 1.199999999999818 0.1999999999998181 1.200000000000728 0.1999999999998181 1.200000000000728 0.1999999999998181 1.200000000000728 0.1999999999998181 0.8000000000001819 0.2499999999990905 1.1899999999996 6.800000000000182 SOLERA INTERMEDIA CON 4 No 3 + ESTRIBOS No 2 @ 0.20 MURO DE BLOCK POMEZ DE 0.14 X 0.19 X 0.39 SOLERA CORONA 4 No 3 ESTRIBOS No 2 @ 0.20 ZAPATA 6 No 4 EN AMBOS SENTIDOS G \A1;6.80 \A1;1.19 \A1;0.25 \A1;0.30 \A1;0.59 0.0759999999991123 0.1399999999994179 0.1399999999994179 0.1399999999994179 0.1399999999994179 0.1399999999994179 0.1400000000003274 0.0840000000034706 1.0 0.0759999999991123 0.1399999999994179 0.1399999999994179 0.1399999999994179 0.1399999999994179 0.1399999999994179 0.1400000000003274 0.0840000000034706 1.0 0.5 0.5 0.0 1.0 1.0 \A1;0.30 \A1;0.40 \A1;0.30 1.0 0.0759999999991123 0.1399999999994179 0.1399999999994179 0.1399999999994179 0.1399999999994179 0.1399999999994179 0.1400000000003274 0.0840000000034706 1.0 0.4000000000000909 1.0 1.0 0.3000000000010914 0.3999999999996362 0.2999999999992724 0.599999999999909 1.0 0.0759999999991123 0.1399999999994179 0.1399999999994179 0.1399999999994179 0.1399999999994179 0.1399999999994179 0.1400000000003274 0.0840000000034706 1.0 0.25 1.0 1.0 0.3000000000010914 0.3999999999996362 0.2999999999992724 0.75 \A1;1.00 \A1;0.08 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.08 \A1;1.00 \A1;0.40 \A1;1.00 \A1;1.00 \A1;0.60 \A1;0.08 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.08 \A1;1.00 \A1;0.08 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.08 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;0.00 \A1;1.00 \A1;0.08 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.08 \A1;1.00 \A1;0.33 \A1;1.00 \A1;1.00 \A1;0.27 \A1;0.45 \A1;0.28 \A1;0.33 \A1;0.35 1.0 0.0759999999991123 0.1399999999994179 0.1399999999994179 0.1399999999994179 0.1399999999994179 0.1399999999994179 0.1400000000003274 0.0840000000034706 1.0 0.3249999999998181 1.0 1.0 0.2699999999995271 0.4499999999998181 0.2800000000006548 0.3250000000002728 0.3499999999999091 \A1;1.00 \A1;0.08 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.08 \A1;1.00 \A1;0.25 \A1;1.00 \A1;1.00 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.75 \A1;1.00 \A1;0.08 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.14 \A1;0.08 \A1;1.00 \A1;0.25 \A1;1.00 \A1;1.00 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.75 1.0 0.0759999999991123 0.1399999999994179 0.1399999999994179 0.1399999999994179 0.1399999999994179 0.1399999999994179 0.1400000000003274 0.0840000000034706 1.0 0.25 1.0 1.0 0.3000000000010914 0.3999999999996362 0.2999999999992724 0.75 ARMADO No. 3 a 0.25 EN AMBOS SENTIDOS ENTRADA 5 5 0.05 5 BASE, ARMADO No. 3 @ 0.20 EN AMBOS SENTIDOS ALISADO DE CEMENTO CODO A 90 O 6'' NIVEL TEE DE O 6'' SALIDA TAPA DE REGISTRO DE ALTURA DE LODOS TAPADERA \A1;2.05 \A1;1.80 \A1;1.60 5 5 \A1;2.50 \A1;1.00 \A1;1.50 \A1;0.75 5 \A1;0.75 5 ENTRADA 5 5 5 5 5 5 ALISADO DE CEMENTO 5 5 LADRILLO TAYUYO DE 0.11 X 0.065 X 0.23 CODO DE O 6'' DE TAPADERA DE REGISTRO PROYECCION \A1;1.00 TEE DE O 6'' SALIDA \A1;0.11 \A1;0.11 \A1;0.11 \A1;0.11 \A1;0.11 \A1;0.11 \A1;0.15 \A1;0.15 \A1;0.50 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.08 \A1;0.10 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.60 PLANTA CAJA UNION ESCALA 1/10 T.C. 0 4" ALISADO DE CEMENTO REFUERZO 4 No. 2 @ 0.15 mts. EN SUS 6 LADOS \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.60 T.C. 0 4" T.C. 0 4" P 1.5% P 1.5% P 1.5% C.I.E. C.I.E. C.I.S. A A' SECCION A-A' ESCALA 1/10 ALISADO DE CEMENTO T.C. 0 4" P 1.5% REFUERZO 4 No. 2 @ 0.15 mts. EN SUS 6 LADOS P 1.5% T.C. 0 4" T.C. 0 4" \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.60 P 1.5% C.I.E. C.I.S. \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.60 PLANTA CAJA TRAMPA DE GRASA ESCALA 1/10 ALISADO DE CEMENTO REFUERZO 4 No. 2 @ 0.15 mts. EN SUS 6 LADOS \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.70 T.C. 0 4" P 1.5% CORTINA C C' SECCION C-C' ESCALA 1/10 ALISADO DE CEMENTO P 1.5% REFUERZO 4 No. 2 @ 0.15 mts. EN SUS 6 LADOS C.I.S. T.C. 0 6" \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.60 \A1;VARIABLE TUBO PVC 0 3" REPOSADERA DE CEMENTO \A1;1.50 1.5 1.498304308275692 5 VENTANA TIPO 1 \A1;1.00 \A1;0.60 1.0 0.5999999999985448 VENTANA TIPO 2 PALETA \A1;0.70 \A1;0.90 \A1;2.20 \A1;2.20 0.8999999999996362 2.200000000000728 PUERTA METAL METAL TIPO 2 0.7000000000007276 2.200000000000728 PUERTA METAL VIDRIO METAL TIPO 3 \A1;1.50 \A1;0.05 DETALLE ACOMETIDA ELÉCTRICA \W9.99288; ESCALA 1:20 \W3.03583; NIVEL DE SUELO \W3.03583; BANQUETA \W0.69644; +53.05 MTS VIENE DE POSTE CABLE DE ACOMETIDA \W5.04845; ACCESORIO DE \W7.62758; ENTRADA \W5.02552; CODO A 135° \W7.01663; CAJA TIPO \W7.01663; SOCKET \W5.66212; ABRASADERAS \W5.66212; GALVANIZADAS ANILLO DE SUJECIÓN DE CONTADOR FUERA DE LA SUPERFICIE \W5.15181; TUBO CONDUIT \W8.82135; CAJA PARA \W8.82135; INTERRUPTOR GENERAL \W8.82135; CON TAPADERA \W8.82135; PROTECTORA \W5.66212; ABRASADERAS \W5.66212; GALVANIZADAS \W9.04845; PROYECCIÓN \W6.56546; CIMIENTO CORRIDO \W7.12835; MURO PERIMETRAL \W1.38782; ZAPATA 0.45X0.45X0.20 \W1.35689; CON 4 No. 4 @ 0.13MTS \W3.48948; TUBERÍA SUBTERRÁNEA \W0.28113; PVC Ø 1 1/4 SIGUIENDO LA PENDIENTE DEL TERRENO \W8.35103; NIVEL \W8.35103; JARDÍN \W8.21186; INTERNO +53.00 MTS 0.2000000000000455 0.4700000000002542 2.699999999999592 0.3000000000001819 0.6700000000003002 2.999999999999773 0.2 0.47 0.67 3 2.7 0.3 \W7.77999; N.P.T \W8.63132; GARAGE \W0.69644; +51.50 MTS N.P.T DESCANSO MÓDULO DE GRADAS +51.50 MTS \W4.21969; N.P.T \W4.21969; SEGUNDO \W1.01124; NIVEL \W1.01124; VESTÍBULO \W0.69644; +51.50 MTS 1.700000000000046 1.700000000000273 \W8.53484; TABLERO PARA \W8.53484; SEGUNDO NIVEL \W8.53484; TABLERO PARA \W9.70237; PRIMER NIVEL \W6.66753; \A1;TUBERÍA \W8.96366; \A1;PVC Ø 1 \W8.96366; \A1;\S1/4;\A1;" \W6.66753; \A1;TUBERÍA \W8.96366; \A1;PVC Ø 1 \W8.96366; \A1;\S1/4;\A1;" DETALLE TABLERO PRINCIPAL Y SECUNDARIO \W9.99288; ESCALA 1:20 1.7 1.7 6.95 2.25 2.43 2.35 2.35 2.40 2.55 2.53 24.00 0.17 0.63 1.17 1.05 0.14 3.00 1.20 1.17 0.63 2.18 0.60 0.22 \A1;.16 \A1;.81 \A1;.16 \A1;.17 \A1;.16 \A1;.16 \A1;.16 \A1;.16 \A1;.17 2.20 1.00 6.38 6.38 3.00 0.16 VENTANA PALETA DOBLE 3.0 1.199684068685201 1.170000000007349 0.6303159313110882 2.181117358551091 5 5 ACABADO REPELLO Y CERNIDO 0.1599999999998545 0.8099999999994907 0.1600000000216824 0.1699999999982538 0.1599999999998545 0.1599999999998545 0.1599999999962165 0.1600000000034925 0.1699999999982538 PUERTA METAL 2.200000000000728 1.0 6.380000000002838 PROYECCION COLUMNA PROYECCION COLUMNA 2.999999999995453 PROYECCION DE VIGA 30X30CM A B' CORTE A,A G 6.844333881429066 16.90764533540278 0.1598458824933005 ACABADO REPELLO Y CERNIDO VENTANA DE PALETA ACABADO REPELLO Y CERNIDO 1 4 6.949999999998909 5 6 7 8 9 10 11 2.250000000004547 2.424999999999272 2.349999999998545 2.349999999999909 2.400000000000091 2.549999999998818 2.525000000003729 24.00000000000318 0.1699999999982538 0.6303159313065407 1.170000000003711 1.049684068695569 5 6.379999999036954 CORTE B,B 6.84 16.91 0.87 \A1;1.00 \A1;2.46 0.39 0.20 18.29 0.14 0.14 0.39 0.14 2.32 23.86 4.73 4.80 4.80 4.80 4.73 24.00 24.00 0.15 2.38 0.15 2.38 0.15 2.38 0.15 0.15 2.38 0.15 2.38 0.15 2.38 0.15 2.38 0.15 0.33 4.91 4.91 23.62 0.20 2.32 0.15 2.38 0.15 2.38 0.15 2.38 0.15 2.38 0.15 2.38 0.15 2.38 0.15 2.38 0.15 2.38 0.15 0.93 0.20 2.46 0.15 0.15 0.39 0.20 0.15 0.15 0.32 0.20 23.86 4.73 4.80 4.80 4.80 4.73 24.00 24.00 0.15 2.38 0.15 2.38 0.15 2.38 0.15 0.15 2.38 0.15 2.38 0.15 2.38 0.15 2.39 0.15 0.33 4.91 4.91 23.62 0.20 0.15 2.38 0.15 2.38 0.15 2.38 0.15 2.38 0.15 2.39 0.15 2.38 0.14 2.38 0.15 2.38 0.15 0.99 0.20 2.39 0.14 0.14 1.39 1.00 0.15 0.88 1.50 2.39 0.22 2.38 0.20 0.15 0.15 1.39 1.00 2.37 0.15 1.50 0.15 0.88 1.50 0.87 2.39 0.22 2.38 0.20 0.14 0.22 \A1;1.70 \A1;2.20 1.699999999999818 2.199999999999818 6.75 2.00 24.00 1.00 1.50 0.50 3.00 3.00 3.00 2.18 0.60 0.22 24.15 23.97 4.79 4.80 4.80 4.80 4.79 24.16 24.34 A B 24.15268085071375 1 6 23.973351018215 2 3 4 5 4.78512542282806 4.800000000000182 4.800000000000182 4.800000000000182 4.788225595386393 24.16320883227399 24.34113075973937 24.15 23.97 4.79 4.80 4.80 4.80 4.79 24.16 24.34 A B 24.15268085071375 1 6 23.973351018215 2 3 4 5 4.78512542282806 4.800000000000182 4.800000000000182 4.800000000000182 4.788225595386393 24.16320883227399 24.34113075973937 23.81 23.81 4.79 4.80 4.80 4.80 4.63 24.00 24.00 23.81 23.81 4.79 4.80 4.80 4.80 4.63 24.00 24.00 0.19 1.42 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 1.42 0.19 1.61 2.58 2.57 2.58 2.58 2.58 2.58 2.58 2.58 1.61 0.19 1.43 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 1.39 0.19 0.19 1.42 0.19 1.26 0.15 4.91 0.15 2.45 0.15 4.91 1.02 1.50 0.15 1.50 0.19 2.00 24.00 6.75 1.00 1.50 0.50 3.00 3.00 2.18 0.60 0.22 23.81 23.81 4.79 4.80 0.19 1.43 0.19 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 1.39 0.19 4.80 4.80 4.63 24.00 24.00 2.57 2.58 2.58 2.58 2.58 2.58 2.58 1.61 2.39 0.19 2.39 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 1.42 0.19 2.39 0.19 2.39 0.19 0.19 2.39 0.19 1.42 0.19 1.61 2.58 0.19 1.42 1.50 0.15 0.15 1.50 0.46 0.19 0.19 1.26 0.15 4.91 0.15 2.45 0.15 4.91 1.02 23.81 23.81 4.79 4.80 4.80 4.80 4.63 24.00 24.00 23.81 23.81 4.79 4.80 4.80 4.80 4.63 24.00 24.00 0.19 1.43 0.19 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 1.39 0.19 23.81 23.81 4.79 4.80 4.80 4.80 24.00 4.63 24.00 0.19 1.42 0.19 1.26 0.15 4.91 0.15 2.45 0.15 4.91 1.02 1.50 0.15 0.15 1.50 0.46 0.19 0.19 1.42 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 2.39 0.19 1.42 0.19 1.61 2.58 2.57 2.58 2.58 2.58 2.58 2.58 2.58 1.61 2.39 0.19 2.39 METAL 0.70 2.20 1.38 1.00 0.88 1.39 1.00 0.88 A K 1 6 5 2 3 4 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 BASE DE CONCRETO CON REFUERZO PARA TRANSPORTE PESADO PLANTA BAJA Esc:1/100 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 MUROS DE BLOCK DE 19X19X39 5 5 5 5 5 5 NIV. +0.00 5 5 5 5 5 5 5 5 5 5 PERCIANA METALICA PERCIANA METALICA 5 5 5 5 5 5 PUERTA DE METAL ACABADO REPELLO Y CERNIDO 5 5 5 MUROS DE BLOCK VISTO f. f. JEFE DE LA DIVISION DE SERVICIOS GENERALES COORDINADORA DEL ÀREA DE DISEÑO Y PLANIFICACIÓN f. f. INDICADA SUPERVISOR: DISEÑO: DIBUJO: REVISO: ESCALA: UBICACION: FECHA: MAYO 2013 PROYECTO: ESTANZUELA ZACAPA. ASESOR DE PROYECTOS DE ARQUITECTURA ESTE PLANO CONTIENE: ELEVACION ESTRUCTURAS INSTALACIONES ARQUITECTURA HOJA No: URBANIZACION 2 4 OFIBODEGAS ESTANZUELA Y CORTES 5 5 5 5 5 5 NIV. +0.00 5 5 5 A K 1 6 5 2 3 4 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 5 A 5 B C D E F G H I J B OFICINA S.S SALA DE JUNTAS 5 S A B C D E F G H I J A k ELEVACION FRONTAL Esc:1/100 CORTE LONGITUDINAL A-A` Esc:1/100 f. f. JEFE DE LA DIVISION DE SERVICIOS GENERALES COORDINADORA DEL ÀREA DE DISEÑO Y PLANIFICACIÓN f. f. INDICADA SUPERVISOR: DISEÑO: DIBUJO: REVISO: ESCALA: UBICACION: FECHA: MAYO 2013 PROYECTO: ESTANZUELA ZACAPA. ASESOR DE PROYECTOS DE ARQUITECTURA ESTE PLANO CONTIENE: PLANTA ESTRUCTURAS INSTALACIONES ARQUITECTURA HOJA No: URBANIZACION 1 4 OFIBODEGAS ESTANZUELA ARQUITECTURA A A` MUROS DE BLOCK VISTO PLANTA ALTA Esc:1/100 BASE DE CONCRETO CON REFUERZO PARA TRANSPORTE PESADO PLANTA BAJA Esc:1/100 PLANTA ALTA Esc:1/100 A k f. f. JEFE DE LA DIVISION DE SERVICIOS GENERALES COORDINADORA DEL ÀREA DE DISEÑO Y PLANIFICACIÓN f. f. INDICADA SUPERVISOR: DISEÑO: DIBUJO: REVISO: ESCALA: UBICACION: FECHA: MAYO 2013 PROYECTO: ESTANZUELA ZACAPA. ASESOR DE PROYECTOS DE ARQUITECTURA ESTE PLANO CONTIENE: DETALLE ESTRUCTURAS INSTALACIONES ARQUITECTURA HOJA No: URBANIZACION 4 4 OFIBODEGAS ESTANZUELA ACABADOS PUERTA DE METAL PUERTA TIPO 1 2.46 1.00 TIPO CANTIDAD ABATIMIENTO DINTEL VANO P U E R T A HERRAJE CHAPA P 1 P 2 P 3 2.46 1.00 1 0.90 0.70 1 1 Derecho VISAGRA / PIN Derecho 2.20 2.20 Derecho VISAGRA / PIN VISAGRA / PIN PLANILLA PUERTAS TIPO SILLAR CANTIDAD CERRAMIENTO DINTEL VANO V E N T A N A HERRAJE CHAPA V 1 1.50 4 000000000 00000000000 0000000 V 2 1.00 2.18 2.78 2 000000000 00000000000 0000000 1.00 2.50 PLANILLA VENTANAS N O M E N C L A T U R A D = S = DINTEL SILLAR TIPO # VENTANA D S V 1 PUERTA TIPO # INDICA ALTURA DEL VANO # P1 V 3 1.50 1.20 2.37 1 000000000 00000000000 0000000 f. f. JEFE DE LA DIVISION DE SERVICIOS GENERALES COORDINADORA DEL ÀREA DE DISEÑO Y PLANIFICACIÓN f. f. INDICADA SUPERVISOR: DISEÑO: DIBUJO: REVISO: ESCALA: UBICACION: FECHA: MAYO 2013 PROYECTO: ESTANZUELA ZACAPA. ASESOR DE PROYECTOS DE ARQUITECTURA ESTE PLANO CONTIENE: PLANTA ESTRUCTURAS INSTALACIONES ARQUITECTURA HOJA No: URBANIZACION 3 4 OFIBODEGAS ESTANZUELA ACABADOS A K 1 6 5 2 3 4 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 BASE DE CONCRETO CON REFUERZO PARA TRANSPORTE PESADO PLANTA BAJA Esc:1/100 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 MUROS DE BLOCK DE 19X19X39 5 5 5 5 5 5 MUROS DE BLOCK VISTO 5 5 5 5 5 5 5 S A B C D E F G H I J A A` A K 1 6 5 2 3 4 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A 5 B C D E F G H I J B OFICINA S.S SALA DE JUNTAS PLANTA ALTA Esc:1/100 BASE DE CONCRETO CON REFUERZO PARA TRANSPORTE PESADO V - 1 D 2.50 S 1.00 V - 1 D 2.50 S 1.00 1.00 P-1 V - 1 D 2.50 S 1.00 V - 2 D 2.78 S 2.18 0.70 P-3 0.90 P-2 V - 1 D 2.50 1.00 V - 1 D 2.50 1.00 1.75 P-4 S S V - 1 D 2.50 1.00 S P 4 1.75 1 2.20 Derecho VISAGRA / PIN PUERTA TIPO 4 PUERTA DE VIDRIO ALUMINIO NIV. +0.00 5 5 5 A k CORTE LONGITUDINAL C-C Esc:1/100 5 5 5 VENTANA PALETA DOBLE 5 5 5 5 5 5 A B 5 1 6 5 2 3 4 5 5 5 5 5 5 5 5 B OFICINA S.S SALA DE JUNTAS A K 5 1 6 5 2 3 4 5 5 5 5 5 5 5 5 S.S S B C D E F G H I J 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 5 5 5 BASE DE CONCRETO CON REFUERZO PARA TRANSPORTE PESADO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MUROS DE BLOCK DE 19X19X39 A A` B B NIV. +0.00 5 5 5 A k CORTE LONGITUDINAL B-B Esc:1/100 5 5 5 VENTANA PALETA DOBLE 5 5 5 5 5 C C A K 5 1 6 5 2 3 4 5 5 5 5 5 5 5 5 S.S S B C D E F G H I J 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MUROS DE BLOCK DE 19X19X39 A A` B B C C A 5 B 1 2 6 5 3 5 4 5 5 5 5 5 5 5 B OFICINA S.S SALA DE JUNTAS BASE DE CONCRETO CON REFUERZO PARA TRANSPORTE PESADO PLANTA BAJA Esc:1/100 PLANTA ALTA Esc:1/100 A K 5 1 6 5 2 3 4 5 5 5 5 5 5 5 5 S.S S B C D E F G H I J 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MUROS DE BLOCK DE 19X19X39 A A` B B C C A 5 B 1 2 6 5 3 5 4 5 5 5 5 5 5 5 B OFICINA S.S SALA DE JUNTAS BASE DE CONCRETO CON REFUERZO PARA TRANSPORTE PESADO V - 1 D 2.50 S 1.00 V - 2 D 2.78 S 2.18 0.70 P-3 0.90 P-2 V - 1 D 2.50 1.00 V - 1 D 2.50 1.00 1.75 P-4 S S V - 1 D 2.50 1.00 S PUERTA METAL TIPO 3 V - 1 D 2.50 S 1.00 V - 1 D 2.50 S 1.00 1.00 P-1 5 5 5 5 5 5 PILA

Language	Spanish
Drawing Type	Detail
Category	Retail
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Glass, Plastic, Other
Measurement Units	Metric
Footprint Area
Building Features	Garage
Tags	architectural, armazenamento, autocad, barn, celeiro, comercial, commercial, cutting, DETAIL, details, DWG, finishes, floor, grange, lifts, planning, scheune, storage, warehouse, warehouses, winery