House DWG Plan for AutoCAD

House DWG Plan for AutoCAD

Draft House Country Club. It has all the needs for the season, good lighting and ventilation green areas, the ceilings are inclined, the area is 200 m2. Foundation plan

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

first floor, parquet studio, parqueton room, Terrazzo income porch, parqueton dining room, stone type ceramic receipt, terrazzo terrace, ceramic kitchen, passage, service yard, service bedroom, serv bathroom, grid, garden, planter, room divider, library, gas, laundry, Park, chimney, bulkhead, bath, bulkhead, planter, bbq, nf fish pond, glass, ascending garden, second floor, ironing room, bath, bedroom, ceramic bathroom, bedroom, balcony, registration of ceiling tank elev. of water, Cat-type ladder table, hall be, bedroom, balcony, roof slope, mirror, bulkhead, roof slope, planter, ceiling, railing, cut, main elevation, npt, proy of tank elev. of water, bedroom, living room, dinning room, npt, bedroom, garden, ntt, dinning room, bedroom, hall be, roof slope, railing, bulkhead, Low ceiling, projection of wooden beam, ridge, caravista brick, gutter, npt, rear elevation, npt, for, fundacion esc .:, study, living room, income porch, dinning room, nfp receipt, terrace, kitchen, passage, service yard, service bedroom, bath, garden, Park, bb.q., fishpond, garden, bath, stirrups on columns beams, kind, armor, column box, floor, section, for, picture of, indicated in, columns, additional, indicated, detail of concentration of stirrups anchorage of beams in columns, indicated in, picture of, columns, indicated, thickness, of beam, additional, indicated, indicated, cut, cut, typical lintel, variable, indicated in, picture of, columns, concrete, flooring, shoe detail, n.f.p., cl., variable, armor, stirrups, additional, foundation, column anchor in roof foundation, n.f.p., cl., columns, picture of, rest see, additional, an est., additional, anchorage of mooring beams tip. scale, additional, detail of jardinera esc:, n.p.t., both senses, both senses, Consider a seismic joint of cm., in the boundaries with the neighboring property., place reinforcements in envelope if, resident’s criterion the soil, may suffer excessive settlements., according to current regulations, National Building of Peru., in case the presence of, slab lightened with overload, the structure has been designed to, Clays consult the designer., use type II cement for foundations, Surveys if observed, stuffed earth, will not be laid on ground, presence of moderate salts., notes:, sanitary., f’b type, f’m type, resistance:, f’c, shoes, lightened, cm., flat beams, cm., Technical specifications, coatings:, banked beams, columns, cm., joints in slabs beams, splices in columns, foundation cuts, arch detail, masonry, meeting, both senses, irregular, irregular, irregular, irregular, irregular, irregular, irregular, irregular, irregular, irregular, cut, cut, Escutcheon: from, nfp, niv, porch Of income, armed envelope see, niv of water, porch Of income, garden, staircase foundation, carved stone bleachers, scale, temperature iron, lightweight detail, indicated in plant, detail is born column in beam, stretch ladder, stretch ladder, comes, cut, comes, Staircase detail, Staircase detail, nfp income, pond of

Raw text data extracted from CAD file:

\A1;.15 \A1;.90 \A1;.15 \A1;2.55 \A1;.25 \A1;4.35 \A1;.25 \A1;1.25 \A1;.15 \A1;10.00 \A1;.15 \A1;1.05 \A1;.15 \A1;2.50 \A1;.15 \A1;5.85 \A1;.15 \A1;10.00 \A1;1.20 \A1;4.00 \A1;3.35 \A1;.15 \A1;5.30 \A1;4.95 \A1;.15 \A1;5.95 \A1;.15 \A1;20.00 \A1;4.95 \A1;3.85 \A1;.15 \A1;1.50 \A1;.15 \A1;2.05 \A1;.15 \A1;2.60 \A1;.15 \A1;2.00 \A1;.15 \A1;2.15 \A1;.15 \A1;20.00 \A1;.75 \A1;2.05 \A1;1.60 \A1;3.15 \A1;1.45 \A1;1.00 \A1;1.25 \A1;1.85 \A1;2.00 \A1;1.525 \A1;1.75 \A1;1.30 \A1;2.00 \A1;2.65 \A1;.15 \A1;3.60 \A1;.25 \A1;.40 \A1;1.55 \A1;.15 \A1;.15 \A1;3.10 \A1;.15 \A1;2.05 \A1;.15 \A1;1.50 \A1;.15 \A1;2.50 \A1;.15 \A1;1.20 \A1;.15 \A1;.15 \A1;.60 \A1;.15 \A1;1.50 \A1;.15 \A1;3.25 \A1;.15 \A1;.15 \A1;3.60 \A1;.25 \A1;4.35 \A1;.25 \A1;1.25 \A1;.15 \A1;1.18 \A1;.10 \A1;.15 \A1;3.60 \A1;.25 \A1;2.73 \A1;.15 \A1;3.70 \A1;.25 \A1;1.30 \A1;.75 \A1;4.65 \A1;.65 \A1;.15 \A1;.65 \A1;3.80 \A1;.90 \A1;.15 \A1;1.70 \A1;.15 \A1;1.85 \A1;2.00 \A1;.15 \A1;1.85 \A1;2.425 \A1;.25 \A1;2.25 \A1;2.00 \A1;2.60 \A1;.25 \A1;2.25 \A1;2.00 \A1;.25 \A1;.178 \A1;.25 \A1;.178 \A1;2.60 \A1;.25 \A1;3.80 \A1;2.60 \A1;.25 \A1;2.40 \A1;.25 \A1;1.00 \A1;2.02 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PRIMER PISO 5 5 5 5 1.25 1.85 5 1.525 1.75 5 R 5 2.65 ESTUDIO N = +0.35 \H0.8x;PISO PARQUET SALA N = +0.175 \H0.8x;PISO PARQUETON PORCH DE INGRESO N = +0.35 \H0.8x;PISO TERRAZO COMEDOR N = +0.00 \H0.8x;PISO PARQUETON RECIBO N = +0.35 \H0.8x;PISO CERAMICO TIPO PIEDRA TERRAZA N = +0.00 \H0.8x;PISO TERRAZO COCINA N = +0.00 \H0.8x;PISO CERAMICO PASADIZO N = +0.00 PATIO DE SERVICIO N = +0.00 5 5 5 DORMITORIO DE SERVICIO BAÑO DE SERV. REJA JARDIN N = -0.10 CAR-PORT N = +0.00 H= 0.35 JARDINERA H= 0.175 DIVISOR DE AMBIENTE BIBLIOTECA CP= 0.18 GAS LAVADERO PARQUE N = -0.45 CHIMENEA 135° 135° 135° 135° 135° 135° 135° 135° MAMPARA 3.15 x 2.10 BAÑO 1 1 1 1 2 1 0.90x02.10 MAMPARA JARDINERA 5 BBQ 2 1 1 ESTANQUE DE PECES NF = -0.35 2 1 5 5 9 3 4 5 2 1 12 16 0.70x2.10 0.85x2.10 0.90x2.10 0.90x2.10 0.90x2.10 0.85x2.05 0.75x2.05 1.00x2.10 VIDRIO 0.95x2.10 H= 2.10 1.00x2.10 0.85x2.10 2.10 0.35 0.95 V 2.10 0.35 0.35 V 0.90 1.20 1.00 V 1.05 1.05 2.55 V 1.75 0.35 1.50 V 0.75 1.20 2.35 V 0.75 1.20 2.80 V 2 1 N= +0.175 N= +0.30 N= +0.20 N= +0.10 JARDIN ASCENDENTE B B A A SEGUNDO PISO CUARTO DE COSTURA Y PLANCHADO N = +2.85 135° 135° 135° 135° BAÑO 4 5 0.85x2.10 0.75x2.05 1.75 0.35 1.50 V 0.85 1.20 2.35 V 0.85 1.20 2.80 V B B A 12 DORMITORIO N = +2.85 16 N= -0.18 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BAÑO N = +2.85 \H0.7999x;PISO CERAMICO DORMITORIO N = +2.85 BALCON REGISTRO DE TECHO Y TANQUE ELEV. DE AGUA ESCALERA TIPO GATO DESMON- TABLE HALL ESTAR N = +2.85 DORMITORIO N = +2.85 BALCON PENDIENTE DE TECHO CL CL CL CL 0.85x2.10 0.85x2.10 0.90x2.10 0.85x2.10 0.80x2.10 135° ESPEJO ESPEJO MAMPARA PENDIENTE DE TECHO 5 5 5 5 5 5 5 3.70 5 5 JARDINERA 5 5 5 5 5 5 5 5 5 5 0.90x2.10 0.85 1.20 0.95 V 0.85 1.20 0.95 V 2.10 0.35 0.95 V 2.10 0.35 0.95 V 1.85 2.00 5 1.85 TECHO B B A BARANDA H= 0.90 CORTE B - B CORTE A - A ELEVACION PRINCIPAL NPT +0.175 NPT +2.85 NPT +2.85 NPT +0.00 NPT +0.35 PROY. DE TANQUE ELEV. DE AGUA (FIBRA DE VIDRIO) 2.425 5 5 5 5 5 DORMITORIO SALA COMEDOR NPT +0.00 5 5 .25 .178 DORMITORIO JARDIN NTT +5.50 COMEDOR DORMITORIO HALL ESTAR .25 .178 PENDIENTE DE TECHO PENDIENTE DE TECHO BARANDA H= 0.90 MAMPARA TECHO BAJO PROYECCION DE VIGA DE MADERA PROYECCION DE VIGA DE MADERA CUMBRERA LADRILLO CARAVISTA 6x24cm LADRILLO CARAVISTA 6x24cm LADRILLO CARAVISTA 6x24cm CANALETA CANALETA NPT +0.00 NT +0.00 NT -0.45 ELEVACION POSTERIOR 5 5 5 2.60 5 5 5 5 0.35 2.05 2.05 V 2.02 N= +5.50 3 NPT +0.35 \A1;.15 \A1;.25 \A1;.15 \A1;.30 \A1;.15 \A1;.30 \A1;.30 \A1;.25 \A1;.075 PARA d1/4" \A1;.125 PARA d1/2" \A1;.10 PARA d3/8" \A1;C \A1;V \A1;.30 \A1;.30 \A1;C \A1;V \A1;C \A1;.10 \A1;.10 \A1;.10 \A1;.125 \A1;.10 \A1;.30 \A1;.06 \A1;VARIABLE \A1;.30 \A1;.30 \A1;.20 \A1;.20 \A1;CL. \A1;VARIABLE \A1;CIMIENTO \A1;.30 \A1;.20 \A1;.30 \A1;CL. \A1;EST.@.20 \A1;.05 \A1;@.10 \A1;R \A1;.80(MIN.) \A1;.30 \A1;V \A1;.30 \A1;V \A1;V \A1;.30 \A1;.30 \A1;V \A1;.75 \A1;.05 \A1;.08 \A1;.90 \A1;.20 \A1;.05 \A1;.10 \A1;.37 \A1;L \A1;L \A1;.50 \A1;.40 \A1;.10 \A1;.40 \A1;.25 C-6 \A1;1.45 \A1;.25 C-6 \A1;1.95 \A1;.30 C-4 \A1;.30 C-4 \A1;1.275 \A1;3.05 \A1;1.90 \A1;2.46 \A1;1.80 \A1;2.20 \A1;2.55 \A1;1.95 \A1;2.325 \A1;2.60 \A1;4.075 \A1;1.125 \A1;1.525 \A1;1.57 \A1;1.095 \A1;1.20 \A1;4.875 \A1;3.425 \A1;2.75 \A1;1.875 \A1;2.725 \A1;1.50 \A1;1.70 \A1;4.80 \A1;1.15 \A1;1.10 \A1;1.45 \A1;1.85 \A1;.90 \A1;1.25 \A1;1.20 \A1;1.00 \A1;1.00 \A1;.80 \A1;1.425 \A1;.375 \A1;.15 \A1;.15 \A1;.25 \A1;.20 \A1;.45 \A1;.40 \A1;.25 \A1;.175 \A1;.15 \A1;.20 \A1;.30 \A1;.15 \A1;.15 \A1;.60 \A1;.55 \A1;.15 \A1;.35 \A1;.25 \A1;.125 \A1;.15 \A1;.15 \A1;.25 \A1;.10 \A1;.35 \A1;.15 \A1;.15 \A1;.15 \A1;.25 \A1;.25 \A1;.15 \A1;.90 \A1;.20 \A1;.25 \A1;.25 \A1;.75 \A1;.40 \A1;.30 \A1;.15 \A1;.15 \A1;.25 \A1;.30 \A1;.40 \A1;.15 \A1;.15 \A1;.30 \A1;.15 \A1;.45 \A1;.25 \A1;.10 \A1;.10 \A1;.065 \A1;.06 \A1;.065 \A1;.10 \A1;.10 \A1;.10 \A1;.06 \A1;.30 \A1;.20 \A1;.08 \A1;.70 \A1;.08 \A1;.35 \A1;.05 \A1;.10 \A1;.10 \A1;.10 \A1;.06 \A1;.15 \A1;.20 \A1;.20 \A1;.10 \A1;.075 \A1;.60 \A1;.15 \A1;.15 \A1;.10 \A1;.45 \A1;.075 \A1;.075 \A1;.15 \A1;2.15 \A1;3.58 \A1;1.355 \A1;1.015 \A1;1.40 \A1;2.05 \A1;2.00 \A1;.15 \A1;.20 \A1;.30 \A1;.10 \A1;.30 \A1;.10 \A1;.10 \A1;.05 \A1;.15 \A1;.10 \A1;.30 \A1;.20 \A1;.20 \A1;V \A1;.25 \A1;.20 \A1;.15 \A1;.30 \A1;.15 \A1;.15 \A1;.20 \A1;.20 \A1;.30 \A1;.40 \A1;.20 \A1;.25 \A1;.30 \A1;.20 \A1;.15 \A1;.20 \A1;.25 \A1;.20 \A1;.20 \A1;.15 \A1;.25 \A1;.50 \A1;.20 \A1;.20 \A1;.15 \A1;.172 \A1;.50 \A1;.30 \A1;.125 \A1;.30 \A1;.175 \A1;.25 \A1;.172 \A1;.90 \A1;.30 \A1;.25 \A1;.30 \A1;.50 \A1;.30 \A1;.25 \A1;.50 \A1;.70 \A1;.30 \A1;.125 \A1;.90 \A1;2.10 \A1;.40 \A1;.30 \A1;.20 \A1;.25 \A1;.50 \A1;.40 \A1;.25 \A1;.20 \A1;.30 \A1;.30 \A1;.30 \A1;.25 \A1;.178 \A1;.125 \A1;.30 \A1;.125 \A1;.15 \A1;.125 \A1;.15 \A1;.20 \A1;.30 \A1;.30 \A1;.178 \A1;.25 \A1;.125 \A1;.30 \A1;.30 \A1;.25 \A1;.40 \A1;.15 \A1;.325 \A1;1.80 \A1;1.125 \A1;1.20 \A1;1.00 \A1;.025 \A1;.375 \A1;.05 \A1;.47 \A1;1.15 \A1;.375 \A1;.375 \A1;.12 \A1;.375 \A1;.075 \A1;.075 \A1;.25 \A1;.075 \A1;2.05 \A1;.10 \A1;1.325 \A1;.15 \A1;.25 \A1;.95 \A1;.10 \A1;.40 \A1;.60 \A1;.15 \A1;.15 \A1;.30 \A1;.80 \A1;.40 \A1;.10 \A1;.80 \A1;.30 \A1;.10 \A1;.30 \A1;.10 \A1;.80 \A1;.80 \A1;.20 \A1;.30 \A1;.125 \A1;.35 \A1;.40 \A1;.35 \A1;.20 \A1;.15 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;.10 \A1;.125 \A1;.30 CIMENTACION ESC.: 1/50 ESTUDIO SALA PORCH DE INGRESO COMEDOR RECIBO NFP = +0.30 TERRAZA COCINA PASADIZO PATIO DE SERVICIO DORMITORIO DE SERVICIO BAÑO JARDIN CAR-PORT PARQUE BB.Q. 2 1 ESTANQUE DE PECES 2 1 NFP= +0.125 JARDIN BAÑO CC-1 CC-1 CC-1 CC-3 CC-3 CC-3 CC-5 CC-5 CC-4 CC-3 CC-3 CC-3 CC-2 CC-2 CC-6 CC-5 CC-4 CC-2 CC-2 CC-3 CC-3 CC-4 CC-4 CC-2 CC-3 CC-2 CC-4 CC-2 CC-5 CC-2 CC-3 CC-2 CC-2 CC-2 CC-5 CC-2 CC-2 CC-1 C-15 C-15 C-15 C-11 C-13 C-13 C-13 C-12 C-15 C-14 C-14 C-15 C-14 C-15 C-14 C-16 C-15 C-15 C-15 C-11 C-13 C-11 C-15 C-15 C-4 C-2 Z-2 C-8 C-14 C-13 C-1 C-4 C-9 C-10 C-14 C-8 C-3 C-7 C-7 C-6 C-5 C-5 ESTRIBOS EN COLUMNAS Y VIGAS (TIP.)S/E 1@.05, 5@.10 R@.25, C/EXT. TIPO ARMADURA CUADRO DE COLUMNAS PISO SECCIÓN C-11 d1/4": C-4 d3/8": 4d5/8" R@.25, C/EXT. 0.25 x 0.25 1@.05, 5@.10 5 1° y 2° 5 1° y 2° 0.15 x 0.40 6d1/2" R@.25, C/EXT. 1@.05, 5@.10 C-16 1@.05, 4@.10 R@.25, C/EXT. C-5 d1/4": 0.15 x 1@.05, 4@.10 R@.25, C/EXT. C-1 d3/8": 0.25 x 0.45 6d5/8" 1° 5 .30 5 5 <> 1° 5 .075 PARA d1/4" .125 PARA d1/2" .10 PARA d3/8" CUADRO DE INDICADO EN COLUMNAS ADICIONALES INDICADO DETALLE DE CONCENTRACION DE ESTRIBOS Y ANCLAJE DE VIGAS EN COLUMNAS ESC:1/20 2 R C INDICADO EN CUADRO DE COLUMNAS V INDICADO ESPESOR DE VIGA 5 5 R C R Ø 2 ADICIONALES INDICADO Ø V INDICADO Ø C 5 5 CORTE Y-Y ESC:1/15 Ø3/8"@.125 5 .125 5 5 CORTE X-X ESC:1/15 <> DINTEL TIPICO (0.15x0.25) ESC:1/20 VARIABLE d1/4",@.05,Rto@.15 \A1;2d\S1#2;" 5 5 INDICADO EN CUADRO DE COLUMNAS CONCRETO 1:10 SOLADO DE DETALLE DE ZAPATA Z-1 y Z-2 ESC:1/20 5 N.F.P. 5 CL. VARIABLE ARMADURA (VER PLANTA) 2 ESTRIBOS ADICIONALES CIMIENTO ANCLAJE DE COLUMNA EN CIMIENTO Y TECHO ESC:1/20 5 5 5 N.F.P. CL. EST.@.20 5 @.10 R \A1;VAR. \A1;.10 .70 \A1;.10 5 COLUMNAS CUADRO DE RESTO VER ADICIONAL UN EST. 5 V 5 ADICIONALES V 2 ANCLAJE DE VIGAS DE AMARRE TIP. (PLANTA) ESCALA 1/20 V 5 ADICIONALES 2 5 V VA-2(0.15,0.50) 5 5 DETALLE DE JARDINERA ESC: 1/20 5 5 5 N.P.T. 5 d3/8"@0.15 AMBOS SENTIDOS 5 \A1;.10 5 d3/8"@0.12 AMBOS SENTIDOS d3/8"@0.15 AMBOS SENTIDOS 6.- CONSIDERAR UNA JUNTA SÍSMICA DE 2.5 cm. EN LOS LINDEROS CON LA PROPIEDAD VECINA. 5.- COLOCAR REFUERZOS EN SOBRECIMIENTO SI A CRITERIO DEL RESIDENTE O INSPECTOR, EL SUELO PUEDA SUFRIR ASENTAMIENTOS EXCESIVOS. SEGÚN NORMAS VIGENTES DEL REGLAMENTO NACIONAL DE EDIFICACIONES DEL PERÚ. 3.- EN CASO SE OBSERVE LA PRESENCIA DE DE 250 Kg/cm2 PISOS, LOSA ALIGERADA CON SOBRECARGA 4.- LA ESTRUCTURA HA SIDO DISEÑADA PARA 2 ARCILLAS EXPANSIVAS, CONSULTAR AL PROYECTISTA. 2.- USAR CEMENTO TIPO II PARA LOS CIMIENTOS Y SOBRECIMIENTOS EN CASO SE OBSERVE ORGÁNICO, TIERRA VEGETAL, DESMONTE, RELLENO 1.- NO SE CIMENTARÁ SOBRE TURBA, SUELO PRESENCIA DE SALES MODERADAS. NOTAS: SANITARIO. f'b (ALBAÑILERIA) TIPO V f'm (MORTERO) TIPO P1; C:A-1:4 ot (TERRENO) RESISTENCIA: f'c (CONCRETO) fy (FIERRO O ARMADURA) ZAPATAS ALIGERADOS 2 2 2 180 Kg/cm 2.0 Kg/cm 55 Kg/cm 2 210 Kg/cm 7.5 cm. 2.0 cm. 2 4200 Kg/cm VIGAS CHATAS 3.0 cm. ESPECIFICACIONES TÉCNICAS RECUBRIMIENTOS: VIGAS PERALTADAS COLUMNAS 4.0 cm. 4.0 cm. 30 L 3/8" 1" 90 60 40 50 3/4" 5/8" 1/2" EMPALMES EN LOSAS Y VIGAS EMPALMES EN COLUMNAS 70 3/4" 1" 90 d L cm 30 40 50 60 5/8" 1/2" 3/8" 1/4" L cm d L CORTES DE CIMENTACION ESC:1/20 5 CC-4 CC-3 .40 5 CC-5 .40 <> C-6 5 <> C-6 DETALLE DE ARCO d=1.45m ESC=1/20 MAMPOSTERIA \A1;d\S1#2;" d1/4";1@0.05 2@0.10, R@0.15 C/E \A1;d\S1#2;" 5 <> C-4 VE-1 <> C-4 1.275 5 1.90 2.46 5 2.20 2.55 5 2.325 5 4.075 1.125 1.525 1.57 1.095 5 4.875 3.425 1 2 7 8 1 3 4 8 5 4 1.875 2.725 A B H J LL M P R S S O Ñ K J D A R R P P R R X X X X X X X X X X X X Y Y Z Z R R S S JUNTA 1" JUNTA 1" JUNTA 1" JUNTA 1" JUNTA 1" JUNTA 1" 1.50 1.70 4.80 1.15 1.10 1.45 1.85 5 5 5 5 5 5 Z-3 1.425 Ø1/2" AMBOS SENTIDOS @0.15 Ø1/2" AMBOS SENTIDOS @0.15 Ø5/8" AMBOS SENTIDOS @0.15 IRREGULAR .375 5 .15 4d1/2" 0.15 x IRREGULAR 7d3/8" C-2 d3/8": R@.25, C/EXT. 1@.05, 5@.10 1° y 2° C-3 d3/8": R@.25, C/EXT. 1@.05, 5@.10 1° y 2° 6d5/8"+1d1/2" 0.25 x IRREGULAR 4d5/8"+1d1/2" 0.25 x IRREGULAR 1° y 2° C-6 2 d3/8": R@.25, C/EXT. 1@.05, 4@.10 1° y 2° 4d5/8"+2d1/2" IRREGULAR 0.15 x C-7 2 d3/8": R@.25, C/EXT. 1@.05, 5@.10 1° y 2° 4d5/8"+2d1/2" IRREGULAR 0.25 x C-8 0.15 x 1@.05, 5@.10 R@.25, C/EXT. IRREGULAR 6d1/2" 1° 2 d1/4": C-9 R@.25, C/EXT. 1@.05, 4@.10 1° y 2° 4d1/2"+2d3/8" IRREGULAR 0.25 x C-10 2 d1/4": R@.25, C/EXT. 1@.05, 5@.10 1° y 2° 6d5/8"+5d1/2" IRREGULAR 0.15 x 0.15 x 1@.05, 5@.10 R@.25, C/EXT. IRREGULAR 8d1/2" 1° y 2° C-12 C-13 R@.25, C/EXT. 1@.05, 5@.10 1° y 2° 4d1/2"+2d3/8" 0.15 x 0.30 C-14 d1/4": 1° y 2° 0.15 x 0.25 4d1/2" R@.25, C/EXT. 1@.05, 4@.10 C-15 R@.25, C/EXT. 1@.05, 4@.10 1° 0.15 x 0.30 4d3/8" 5 5 .45 5 5 .175 .15 .20 5 5 .15 .60 .55 5 5 5 .125 .15 5 .25 .10 5 5 5 5 5 5 .15 .90 .20 .25 .25 .75 5 5 5 5 5 5 5 5 5 5 5 d1/4": d1/4": Ø1/2" Ø1/2" Ø3/8" 5 5 Ø3/8"@.15 5 5 .065 <> .065 5 5 5 5 5 5 CORTE R-R ESC:1/15 Ø3/8" @0.15 Ø3/8" @0.125 CORTE V-V ESC:1/15 CORTE Q-Q ESC:1/15 CORTE P-P (Estanque ESC: 1/15 de Peces) NFP= +0.30 NFP= -0.05 NFP= +0.30 NFP 5 5 5 .80 5 5 5 NFP= -0.05 Ø3/8" @0.15 5 Ø3/8" @0.15 5 5 5 5 5 NFP= +0.30 NIV. +0.00 5 .075 Ø3/8"@0.125 Ø3/8"@0.15 Ø3/8"@0.15 Ø3/8"@0.14 PORCH. DE INGRESO 5 5 5 NFP= +0.125 5 5 .075 SOBRECIMIENTO ARMADO VEASE CC-1 NIV. DE AGUA +0.05 Ø3/8"@0.15 PORCH. DE INGRESO NFP= +0.35 .075 NFP= -0.40 Ø3/8"@0.15 5 JARDIN CIMIENTO DE ESCALERA CC-5 H= 0.70 Z-1 H= 0.70 Z-1 H= 0.70 Z-1 H= 0.70 Z-2 H= 0.70 NFP= +0.30 V V P P Q Q 5 I 5 3.58 1.355 C 1.015 E 1.40 5 2.00 GRADAS DE PIEDRA LABRADA CC-3 NFP= +0.30 NFP= -0.40 NFP= +0.30 NPF= +0.00 (JARDIN) NFP= +0.125 NFP= +0.30 NFP= -0.05 NFP= +0.30 NFP= -0.05 NFP= -0.05 NFP= -0.05 N= -0.10 NFP= -0.05 NFP= -0.05 NFP= -0.05 5 5 5 ESCALA 1/10 5 5 5 5 5 5 5 FIERRO DE TEMPERATURA d¼"@0.25 DETALLE DE ALIGERADO (TIP.) 5 \A1;COLUMNA INDICADO EN PLANTA 5 5 V DETALLE NACE COLUMNA EN VIGA ESC:1/20 %%VS-1(0.25x0.20) %%VS-2(0.15x0.20) 5 4d1/2" d1/4" 1@0.05,3@0.10 R@0.20 5 D-2 ( 0.25 x 0.30 ) VB-3(0.20x0.20) 5 5 5d1/2"+1d3/8" d1/4" 1@0.05,3@0.10 R@0.20 d3/8" 5 5 5 2d3/8" d1/4"@0.15 VB-2 (0.15x0.20) 5 D-1 ( 0.15 x 0.30 ) 4d3/8" d1/4"@0.15 VB-1 ( 0.15 x 0.20 ) 2d5/8"+3d1/2" d3/8" 1@0.05,4@0.10 R@0.25 d5/8" 5 5 4d1/2" d1/4" 1@0.05,3@0.10 R@0.25 5 V-102 (0.25x0.40) 5 5 4d3/8" d1/4" 1@0.05,3@0.10 R@0.25 5 D-3 ( 0.15 x 0.30 ) 5 4d3/8" d1/4" 1@0.05,3@0.10 R@0.20 5 VB-4(0.20x0.20) 4d3/8" d1/4"4@0.25 5 5 5 6d1/2" 5 4d1/2" d1/4" 1@0.05,4@0.10 R@0.25 %%VA-2 ( 0.15 x 0.50 ) d1/4" 1@0.05,4@0.10 R@0.25 5 5 %%VA-1(0.25x0.20) 5 5 5 4d3/8" d1/4"@0.25 d1/2"@.15 d1/2"@.15 .172 5 d1/2"@.15 5 6 .125 1@.05, 4@.10 R@.25, C/EXT. d1/4": 4d1/2"(CORRIDOS) 5 d3/8"@.15 \A1;d3/8"@.30 ESCALERA 1er TRAMO S/C=400 Kg/m2 5 5 VE-1(0.25x0.175) ESC:1/20 (0.25x0.175) VE-1 .172 5 5 5 8 7 d3/8"@.15 d3/8"@.30 5 d3/8"@.30 VE-1 (0.25x0.175) NFP=+0.10 5 3 5 1 2 5 5 5 16 d1/2"@.15 5 d3/8"@.30 15 d3/8"@.30 11 12 13 14 .125 10 d1/2"@.15 ESCALERA 2° TRAMO S/C=400 Kg/m2 5 (0.25x0.50) V-101 V-101 ( 0.25 x 0.50 ) 5 V-201 ( 0.25 x 0.50 ) 3d5/8" C-1 5 5 5 VIENE VS-1 4d3/8" 2d5/8" d3/8"1@0.05,3@0.10,R@0.25C/E 5 5 CORTE 1-1 5 1 1 C-1 5 VIENE VS-1 4d3/8" 5 NFP.=+0.30 NFP.=-0.05 5 5 5 Ø3/8"@.15 Ø1/2"@.15 5 .178 .125 Ø3/8"@.30 Ø1/2"@.15 5 .125 5 .125 5 5 Ø3/8"@.15 Ø1/2"@.15 5 5 .178 5 .125 Ø3/8"@.15 5 Ø1/2"@.20 5 Ø1/2"@.15 Ø3/8"@.30 5 V-101(.25x.40) DETALLE DE ESCALERA TRAMO - 1 \Fromans.shx;\H0.6172x;S/C=400 Kg/m2. ESC.=1/25 5 4d1/2"(CORRIDOS) VE-1 (0.15x0.325) 1@.05, 4@.10 R@.25, C/EXT. 5 d1/4": .325 VE-1 Ø1/2"@.15 Ø3/8"@.15 1 2 3 4 5 6 7 8 9 10 11 12 12 13 14 15 16 DETALLE DE ESCALERA TRAMO - 2 \Fromans.shx;\H0.6172x;S/C=400 Kg/m2. ESC.=1/25 Z-1 5 45° 135° 45° 135° 1.125 5 5 .025 G .375 5 1.00 5 5 .375 F .375 L .12 .375 .075 .075 5 .075 6 2.05 5 1.325 Q 5 5 5 5 .40 INGRESO NFP = +0.30 ESTANQUE DE PECES NFP = -0.40 CC-1 5 CIMIENTO CEMENTO HORMIGON 1:8+30% P.G.Max.6" 5 SOBRECIMIENTO ARMADO CONCRETO 1:2:4 8 Ø3/8" Ø1/4" 1@0.05 3@0.10, R@0.25 C/Ext. 5 5 .40 5 N.F.P. 5 e= 2.5 cm. ESPACIO LIBRE PARA DEFORMACION SISMICA CIMIENTO CEMENTO - HORMIGON 1:8 + 30% P.G. Max. 6" SOBRECIMIENTO CEMENTO - HORMIGON 1:6 + 25% P.M. Max. 3" CC-2 N.F.P. 5 CIMIENTO CEMENTO - HORMIGON 1:8 + 30% P.G. Max. 6" 5 5 SOBRECIMIENTO CEMENTO - HORMIGON 1:6 + 25% P.M. Max. 3" N.F.P. N.F.P. 5 CIMIENTO CEMENTO - HORMIGON 1:8 + 30% P.G. Max. 6" 5 5 SOBRECIMIENTO CEMENTO - HORMIGON 1:6 + 25% P.M. Max. 3" 5 CIMIENTO CEMENTO - HORMIGON 1:8 + 30% P.G. Max. 6" 5 .30 .125 5 CC-6 PARQUE N = -0.45 5 5 JARDIN N = +0.10 5 5 Ø3/8"@0.20 Ø3/8" @0.15 (0.15x0.325) VE-1 (0.15x0.325) VE-2 (0.20x0.20) 2d1/2"+2d3/8''(CORRIDOS) 1@.05, 4@.10 R@.25, C/EXT. d1/4": 5 5 VE-2 (0.20x0.20) NFP.=+1.90 .15 5 5 .125 NFP.=+2.80 NFP.=+2.08 5 VACEADO DE CONCRETO SIMPLE 2 d1/4": 2 d1/4": 2 d1/4": 2 175Kg/cm - FORMATO DE PAPEL= \fArial|b1|i0|c0|p34;A1 \fArial|b0|i0|c0|p34;ESCALA DE PLOTEO= \fArial|b1|i0|c0|p34;1/100 \fArial|b0|i0|c0|p34;ESPESOR DE LAPICEROS: 3 VERDE = 0.35 4 CYAN = 0.25 5 AZUL = 0.20 6 MAGENTA = 0.30 7 BLANCO = 0.70 8 = 0.15 11 = 0.50 140 = 0.25 RESTO = 0.20 252 = Mismo color

Language	Spanish
Drawing Type	Plan
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Masonry, Wood
Measurement Units
Footprint Area
Building Features	Deck / Patio, Garden / Park
Tags	areas, assorted, autocad, CLUB, cottage, COUNTRY, detached, draft, DWG, good, green, house, lighting, plan, ventilation