Houses DWG Full Project for AutoCAD

Houses DWG Full Project for AutoCAD

House of 2 floors very complete in Trujillo, La Libertad, the project has completed all levels and retail

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

variable, note:, braced to the columns by two wires, brick, technical specifications, floor :, will be with cement type i., will be vibrated., the concrete in the structural elements, columns, beams, lightened and stairs, masonry: , simple concrete:, reinforced concrete:, footings, reinforced overlay, coatings:, aggregates :, – columns, beams and lightened use stone, for columns, and beams, in columns and beams, detail of bending of stirrups, anchor, l cm, length chart, splices in columns, see floor plan, typical stirrups in columns, shoe detail and distribution, poor concrete flooring, lightweight slab, footing, duct, each side of the column., reinforcement top, joints will not be allowed, joints in slabs, beams and lightened, l cm, cut aa, lintel detail, sup., inf., typical detail of lightened, recommended areas for the overlap, reinforcement run of beams and joists, slab, bedroom, sh., cl., dining room, living room, kitchen a, laundry, garage, staircase, solid slab, lightened second floor, adjoining lot, lightened first floor, solid slab, beams-plants, delivery detail, isometric detail of lightened, brick, depth, section, table footings, type, foundation, tank lid, x – x cut, cistern, tank roof, cistern floor, element, column details, stirrups, steel, rc, expansion joint cut, technopor gasket, gasket detail : partition wall column, typical center footing, typical footings, floor, flooring, typical footing, staircase, columns with beams, staircase foundation, d – d, e – e, foundation, c – c, overburden, a – a , b – b, detail of the foundation cuts, f – f, g – g, h – h, i – i, second section, previous section, second section, first section, cut a – a, section bb, hall, studio, balcony, roof terrace, garden, proy. of empty, proy. of stairs, proy. of flown, proy. of beam, main lift, fence facade

Raw text data extracted from CAD file:

.15 VARIABLE .20 .15 .25 0.05 b/3 L .10 .30 .10 .40 b/3 L L b/3 .40 .30 .10 0.15 \A1;.40 \A1;.20 \A1;.20 \A1;.15 \A1;.40 \A1;.20 \A1;.20 \A1;.15 6.00 2.70 3.30 1.85 3.15 3.15 2.20 3.75 3.35 2.55 20.00 2.60 3.35 2.75 3.20 3.10 3.15 1.85 20.00 2.98 3.02 6.00 2.32 1.05 2.93 2.98 .83 .83 .55 .55 .83 .83 .55 .55 .75 .75 .60 .60 .75 .75 .85 .85 .83 .83 .55 .55 .50 .50 .50 .75 .75 .80 .80 .30 .30 .30 .30 .80 .80 .30 .30 .75 .75 .80 .80 .30 .30 .30 .30 .80 .80 .30 .30 .75 .75 .83 .83 .85 .85 .55 .55 .50 .50 .50 .75 .60 .60 .75 2.98 3.02 6.00 2.32 1.05 2.93 2.98 .83 .83 .55 .55 .83 .83 .55 .55 6.00 2.70 3.30 1.85 3.15 3.15 2.20 3.75 3.35 2.55 20.00 2.55 3.35 2.80 3.20 3.10 3.15 1.85 20.00 1.70 \A1;.20 \A1;.15 \A1;.20 \A1;.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 NOTA : * TODAS LAS PAREDES DE MAMPOSTERIA DE LADRILLO, IRAN ARRIOSTRADAS A LAS COLUMNAS MEDIANTE DOS ALAMBRES DE ACERO N° 8, QUE TOMARAN TODA LA SECCION DE LA COLUMNA E INCRUSTARAN EN EL MURO NO MENOS DE 35 cm LA UBICACION DE DICHOS ALAMBRES SERAN CADA 3 HILERAS DE LADRILLO - Sobrecimientos 1:8 + 25 % P.M. Tam. Max. 3" (Cemento Tipo V). - Zapata (fondo y laterales) 5.00 cm. ESPECIFICACIONES TÉCNICAS SUELO: - Gt = 1.00 Kg/cm2 (Verificar en Obra). serán con Cemento Tipo I. será Vibrado. El Concreto en los Elementos Estructurales - Acero f'y = 4200 kg/cm2 Sider Perú Grado 60 Columnas, Vigas, Aligerado y Escaleras - f'm=35 kg/cm2. Junta=1.5 cm - Ladrillo Tipo K.K. (Artesanal) MAMPOSTERÍA: CONCRETO SIMPLE: CONCRETO ARMADO: - Concreto f'c = 175 kg/cm2 Zapatas, Sobrecimiento Armado, - Falso Piso E=4'' 1:10 (Cemento Tipo V). - Solados E=4'' 1:12 (Cemento Tipo V). - Cimientos 1:10 + 30% P.M. (Cemento Tipo V). RECUBRIMIENTOS: AGREGADOS: - Aligerado 2.5 cm - Vigas y Columnas 2.5 cm - Zapatas = Piedra Chancada 1/2'' - Columnas, Vigas y Aligerado usar Piedra de - Escalera : 2.0cm 1/2" a 3/4" Arena Gruesa, Limpia y Granulada. - Mortero de Asentado = 1.5 PARA COLUMNAS Y VIGAS 4 3/8" 10 EN COLUMNAS Y VIGAS 2.5 D (cm) ESTRIBOS 135° DETALLE DE DOBLADO DE DE ESTRIBOS Ø 1/4" Ø L = 10 Ø D = 4 Ø 6.5 L (cm) 3/4" 0.50 5/8" 0.40 O 1/4" DE ANCLAJE 3/8" 1/2" L cm 0.25 CUADRO DE LONGITUD 0.30 0.35 \A1;L -12178.34825599963 EMPALMES EN COLUMNAS .35 .30 .45 .80 .90 3/8" 1/4" 1/2" 5/8" 3/4" L d .40 .40 .40 .40 \A1;1.85 \A1;2.27 \A1;0.13 \A1;0.44 \A1;0.13 \A1;.71 \A1;0.07 \A1;0.15 0.50 .10 .10 .20 .20 .45 \A1;1.60 \A1;.15 \A1;1.30 \A1;1.65 \A1;1.95 \A1;1.95 \A1;1.60 \A1;.13 \A1;.13 \A1;.13 \A1;.14 \A1;Ver Planta \A1;0.30 \A1;0.30 \A1;.70 \A1;Ver Planta \A1;.15 \A1;.10 \A1;1.20 \A1;.30 \A1;1.20 \A1;.70 0.40 0.40 \A1;.08 \A1;.40 \A1;.20 \A1;.60 \A1;.15 \A1;.30 \A1;1.40 \A1;2.07 \A1;.20 \A1;1.65 \A1;1.40 \A1;.15 \A1;1.60 \A1;.50 \A1;.50 \A1;.15 \A1;.15 \A1;1.95 \A1;.15 \A1;.15 \A1;.15 \A1;.25 \A1;1.65 \A1;1.60 \A1;1.30 \A1;.15 \A1;.70 \A1;.15 \A1;.25 \A1;.15 \A1;.25 \A1;.25 6.00 2.70 3.30 1.85 3.15 3.15 2.20 3.75 3.35 2.55 20.00 2.60 3.35 2.75 3.20 3.10 3.15 1.85 20.00 2.98 3.02 6.00 1.70 1.50 1.40 1.20 1.20 1.40 1.35 1.00 1.00 1.20 1.20 1.00 1.00 1.20 1.20 1.00 1.00 1.00 1.00 2.15 1.15 1.00 1.00 1.00 1.00 1.20 1.20 1.40 1.40 1.00 1.00 1.00 1.00 1.40 1.40 1.20 1.20 1.00 1.00 1.00 1.20 \A1;.40 \A1;.15 \A1;1.00 \A1;.10 \A1;.25 \A1;1.00 \A1;1.00 \A1;.25 \A1;.10 \A1;.60 \A1;.80 \A1;.50 \A1;.80 \A1;.80 \A1;.60 \A1;.15 \A1;.15 \A1;1.00 \A1;.15 \A1;.80 \A1;.60 \A1;.15 \A1;1.00 \A1;.25 \A1;.10 \A1;.80 \A1;.50 \A1;.15 \A1;.10 \A1;.10 \A1;.10 \A1;.15 \A1;.15 \A1;.10 1.00 1.00 \A1;.40 \A1;.50 \A1;.40 \A1;.20 \A1;.25 \A1;.80 \A1;.60 \A1;.40 \A1;.15 .25 Ver Planta 0.70 .25 .10 VARIABLE Ø 1/4" 1@ 0.05 TIPICA DE ESTRIBOS EN COLUMNAS DETALLE DE ZAPATA Y DISTRIBUCION -178.9011737436705 -178.9011737436705 SOLADO DE CONCRETO POBRE N.P.T. + 0.45 Losa de Aligerado -178.9011737436705 ZAPATA -178.9011737436705 ESC. 1/20 -178.9011737436705 -178.9011737436705 RTO, @ 0.20 En C/Ext. N.P.T. + 0.45 Ø 1/4" 1@ 0.05 Ø 1/4" 1@ 0.05 4 @ 0.10 Losa de Aligerado Losa de Aligerado Losa de Aligerado Ø 1/4" 1@ 0.05 4 @ 0.10 RTO, @ 0.20 En C/Ext. 4 @ 0.10 4 @ 0.10 Ø 1/4" 1@ 0.05 .25 .25 .25 .25 .50 .40 1.90 .50 .47 .48 .50 1.95 .25 .25 .25 .25 .45 .45 1.90 .97 .97 1.95 \A1;.25 \A1;.60 \A1;1.00 \A1;.175 \A1;.40 \A1;.15 \A1;.50 \A1;.15 \A1;.15 \A1;.25 \A1;.25 \A1;.15 \A1;.15 \A1;.25 \A1;.40 \A1;.50 \A1;.15 \A1;.20 \A1;.25 \A1;.15 \A1;.20 \A1;.20 \A1;.40 \A1;.25 \A1;.20 \A1;.25 \A1;.20 \A1;.25 \A1;.20 \A1;.25 .15 2.65 .25 2.80 .15 .70 .70 .50 .70 .70 .50 Ø 1/4" 1 @ 0.05; 3 @ 0.10 2 @ 0.15; Rto @ 0.25 VS-2(0.25 x 0.20) VS-2(0.25 x 0.20) C - 4 -197.4840076927689 -197.4840076927689 -197.4840076927689 -197.4840076927689 -197.4840076927689 C - 1 C - 1 Ø 1/4" 2 @ 0.05; 3 @ 0.10 5 @ 0.15; Rto @ 0.25 A A -197.4840076927689 -197.4840076927689 -197.4840076927689 -197.4840076927689 -197.4840076927689 -197.4840076927689 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" B B A A A A A A B B 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 0.00 0.00 V-1 0.00 .15 2.20 .15 3.35 .15 6.00 .15 1.75 .15 2.20 .15 2.90 .60 .15 .60 2.75 .15 2.00 .15 6.40 .15 1.50 .15 .15 2.90 .60 .15 2.20 .15 2.35 .15 3.00 .15 .90 .15 1.95 3.55 1.50 .15 .20 .20 .55 .15 1.75 .15 2.16 2.35 .15 3.35 .15 2.35 .15 2.90 .60 .15 .60 2.75 .15 2.00 .15 1.50 .15 .60 .45 3.70 .15 .15 2.90 .60 .15 2.20 .15 2.35 3.60 .60 .15 1.95 .15 .40 2.85 .15 .15 .40 .15 1.75 .15 1.75 .55 .15 1.70 .15 1.10 2.70 3.30 1.85 3.15 3.15 2.28 3.68 3.35 2.55 20.00 .15 1.75 1.00 .15 2.80 .15 2.98 3.02 6.00 2.60 3.35 2.75 3.20 3.10 3.15 1.85 20.00 2.98 2.28 2.32 1.05 2.93 1.93 6.00 2.70 3.30 1.85 3.15 3.15 2.28 3.68 3.35 2.55 20.00 2.60 3.35 2.75 3.20 3.10 3.15 1.85 20.00 2.98 3.02 6.00 .15 1.42 .33 1.00 .15 .90 .40 1.50 .15 .80 1.15 .38 .67 2.50 .20 2.50 .20 1.00 6.40 2.10 .15 2.25 2.50 .20 2.50 .20 1.00 6.40 DUCTO DUCTO DUCTO (NEGATIVO) EN UNA LONGITUD L CADA CARA DE LA COLUMNA. DE 1/3 DE LUZ DE LA VIGA EN DE REFUERZO SUPERIOR NO SE PERMITIRA EMPALMES 3/8" 1/2" 1/4" O 3/4" 5/8" 0.80 0.60 0.30 EMPALME EN LOSAS, VIGAS Y ALIGERADO L cm 0.50 0.40 2 Ø 1/2" A A ESC: 1/10 5 5 Ø 1/2" 0.2 CORTE A-A 5 0.25 DETALLE DE DINTEL 2 Ø 1/2" Ø 1/2" 5 Ø 1/4" @ 0.25 ( Temperatura ) Ø ESTRIBOS 135° L ( cm ) 2.5 D ( cm ) 4 1/4" Ø 3/8" L = 10 Ø 6.5 10 5 5 Sup. ESC: 1/10 .10 5 Ø 1/2" .10 5 Inf. Sup. 5 5 5 5 Ø 1/2" Ø 1/2" 5 DETALLE TIPICO DE ALIGERADO ZONAS RECOMENDADAS PARA EL TRASLAPE DEL REFUERZO CORRIDO DE VIGAS Y VIGUETAS 5 .10 EN COLUMNAS Y VIGAS DETALLE DE DOBLADO DE DE ESTRIBOS 5 D = 4 Ø L d L 3/4" 5/8" 1/2" 1/4" 3/8" .90 .80 .45 .30 .35 EMPALMES EN COLUMNAS 2 Ø 3/8" 5 5 5 Ø 1/4" 1 @ 0.05; 3 @ 0.10 2 @ 0.15; Rto @ 0.25 5 4 Ø 1/2" LOSA VS-1 (0.15 x 0.40) 5 5 5 Ø 1/4" 1 @ 0.05; 3 @ 0.10 2 @ 0.15; Rto @ 0.25 5 6 Ø 3/8" LOSA VA-2 (0.15 x 0.40) DORMITORIO DORMITORIO DORMITORIO SH. SH. CL. CL. CL. COMEDOR SALA NFP 0.05 COCINA LAVANDERIA COCHERA NFP - 0.05 VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) 5.999999999999986 2.700000000000145 3.299999999999841 1.850000000000279 3.150000000000034 3.149999999999636 2.200000000000017 3.750000000000369 3.350000000000279 2.549999999999528 20.00000000000014 2.599999999999795 3.350000000000165 2.749999999999602 3.200000000000273 3.100000000000108 3.149999999999807 1.850000000000193 19.99999999999994 VA-1(0.25 x 0.20) VS-1(0.15 x 0.40) VS-2(0.25 x 0.20) VS-2(0.25 x 0.20) VS-2(0.25 x 0.20) VS-2(0.25 x 0.20) VS-2(0.25 x 0.20) VS-2(0.25 x 0.20) VS-2 VP-1(0.25 x 0.40) VP-1(0.25 x 0.40) VS-2(0.25 x 0.20) VS-2(0.25 x 0.20) VAB(0.15 x 0.20) VAB(0.15 x 0.20) VS-2(0.25 x 0.20) VS-2(0.25 x 0.20) A 7 Vig. B 6 Vig. C 4 Vig. E 3 Vig. D 5 Vig. F 4 Vig. 1 2 3 4 5 6 7 8 8 2 3 4 5 6 7 1 A C E C´ B´ D 2.975000000000122 3.024999999999693 5.999999999999815 A D E B C´ 2.317155141549847 1.049999999999955 2.925000000000423 2.975000000000406 VA-2(0.15 x 0.40) VA-2(0.15 x 0.40) VA-2(0.15 x 0.40) VA-2(0.15 x 0.40) VA-2(0.15 x 0.40) VA-2(0.15 x 0.40) CAJON DE ESCALERA Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 3/8" 0.8250000000001307 0.8250000000000455 0.5499999999998977 0.5499999999998693 Ø 3/8" Ø 3/8" Ø 3/8" 0.8250000000001307 0.8250000000000455 0.5499999999998977 0.5499999999998693 0.745000000000033 0.745000000000033 0.5975000000001387 0.597500000000025 Ø 1/2" Ø 1/2" Ø 3/8" Ø 1/2" Ø 1/2" Ø 3/8" Ø 3/8" 0.745000000000033 0.745000000000033 Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" VS-2(0.25 x 0.20) Ø 3/8" 0.8250000000001307 0.8250000000000455 0.8500000000000227 0.8524999999995941 Ø 1/2" Ø 3/8" Ø 1/2" Ø 3/8" Ø 3/8" 0.5524999999997533 0.5500000000000682 0.5049999999999386 0.4950000000000614 0.5049999999997965 VCH(0.40 x 0.20) Losa Maciza 0.7549999999998249 Ø 3/8" 0.745000000000033 Ø 3/8" Ø 3/8" Ø 3/8" 0.8025000000002365 0.8025000000000375 0.3000000000000114 0.2999999999999829 Ø 3/8" Ø 3/8" Ø 3/8" 0.3000000000000114 0.2999999999999829 Ø 1/2" Ø 1/2" 0.8025000000002365 0.8025000000000375 Ø 3/8" Ø 3/8" 0.3000000000000114 0.2999999999999829 Ø 1/2" C - 1 C - 1 C - 3 C - 3 C - 2 C - 2 C - 1 C - 3 C - 4 C - 1 C - 1 C - 1 C - 5 C - 5 C - 3 C - 3 C - 5 C - 6 C - 7 C - 8 C - 8 S/C 210 Kg/cm² e = 0.20 Esc.: 1/50 ALIGERADO SEGUNDO PISO LOTE COLINDANTE LOTE COLINDANTE LOTE COLINDANTE DUCTO DUCTO DUCTO VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) 5.999999999999972 2.700000000000131 3.299999999999841 1.850000000000279 3.150000000000034 3.149999999999636 2.200000000000017 3.750000000000369 3.350000000000279 2.549999999999528 20.00000000000014 2.549999999999926 3.350000000000023 2.799999999999613 3.200000000000273 3.100000000000108 3.149999999999807 1.850000000000193 19.99999999999994 VA-1(0.25 x 0.20) VS-1(0.15 x 0.40) VS-2(0.25 x 0.20) VS-2(0.25 x 0.20) VS-2(0.25 x 0.20) VS-2(0.25 x 0.20) VS-2(0.25 x 0.20) VS-2(0.25 x 0.20) VS-2 VP-1(0.25 x 0.40) VP-1(0.25 x 0.40) VS-2(0.25 x 0.20) VS-2(0.25 x 0.20) VAB(0.15 x 0.20) VAB(0.15 x 0.20) VS-2(0.25 x 0.20) VS-2(0.25 x 0.20) A 7 Vig. B 6 Vig. C 4 Vig. E 3 Vig. D 5 Vig. F 4 Vig. 1 2 3 4 5 6 7 8 8 2 3 4 5 6 7 1 A C E C´ B´ D 2.975000000000136 3.024999999999693 5.999999999999829 A D E B C´ 2.317155141549847 1.049999999999983 2.925000000000409 2.975000000000421 VA-2(0.15 x 0.40) VA-2(0.15 x 0.40) VA-2(0.15 x 0.40) VA-2(0.15 x 0.40) VA-2(0.15 x 0.40) VA-2(0.15 x 0.40) CAJON DE ESCALERA Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 3/8" 0.8250000000001307 0.8250000000000455 0.5499999999998977 0.5499999999998693 Ø 3/8" Ø 3/8" Ø 3/8" 0.8250000000001307 0.8250000000000455 0.5499999999998977 0.5499999999998693 0.745000000000033 0.745000000000033 0.5975000000001387 0.597500000000025 Ø 1/2" Ø 1/2" Ø 3/8" Ø 1/2" Ø 1/2" Ø 3/8" Ø 3/8" 0.745000000000033 0.745000000000033 Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" VS-2(0.25 x 0.20) Ø 3/8" 0.8250000000001307 0.8250000000000455 0.8500000000000227 0.8524999999995941 Ø 1/2" Ø 3/8" Ø 1/2" Ø 3/8" Ø 3/8" 0.5524999999997533 0.5500000000000682 0.5049999999999386 0.4950000000000614 0.5049999999997965 VCH(0.40 x 0.20) Losa Maciza 0.7549999999998249 Ø 3/8" 0.745000000000033 Ø 3/8" Ø 3/8" Ø 3/8" 0.8025000000002365 0.8025000000000375 0.3000000000000114 0.2999999999999829 Ø 3/8" Ø 3/8" Ø 3/8" 0.3000000000000114 0.2999999999999829 Ø 1/2" Ø 1/2" 0.8025000000002365 0.8025000000000375 Ø 3/8" Ø 3/8" 0.3000000000000114 0.2999999999999829 Ø 1/2" C - 1 C - 1 C - 3 C - 2 C - 2 C - 1 C - 3 C - 4 C - 1 C - 1 C - 1 C - 5 C - 5 C - 3 C - 3 C - 5 C - 6 C - 7 C - 8 C - 8 S/C 210 Kg/cm² e = 0.20 Esc.: 1/50 ALIGERADO PRIMER PISO LOTE COLINDANTE LOTE COLINDANTE LOTE COLINDANTE C - 8 C - 8 1.699999999999847 C - 8 C - 8 C - 8 C - 8 C - 8 LOSA MACISA LOSA MACISA 0.1999999999998181 Ø 1/4" 1 @ 0.05; 3 @ 0.10 2 @ 0.15; Rto @ 0.25 0.1525000000001455 VAB(0.15 x 0.20) 4 Ø 3/8" VCH(0.25 x 0.20) 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 5 5 7 Ø 1/2" LOSA LOSA 5 5 VIGAS-PLANTAS 5 DETALLE DE ENTREGA DE 5 ESC: 1/5 DETALLE ISOMETRICO DE ALIGERADO Ø1/4" @ 0.25 (TEMPERATURA) 30 x 30 x15 LADRILLO DE .15 .05 .05 .15 .20 CONCRETO 210 VIGETA 1:6:4 ESC:1/20 0.4 0.4 0.3999999999992724 0.4 DETALLE DE ENTREGA DE ( 0.70 + 0.10 ) 1.20 x 1.20 Z - 2 ( 0.70 + 0.10 ) 1.00 x 1.00 Z - 1 PROFUNDIDAD SECCION CUADRO DE ZAPATAS TIPO CIMENTACION Esc.: 1/50 Cap. = 3.00m3 0.1999999999998181 0.5999999999994543 5 5 0.3000000000001819 1.400000000000546 2.270000000001346 2.070000000000618 0.2000000000007276 1.649999999999636 1.400000000000546 0.13 5 0.13 0.7098972004614552 5 \A1;0.03 0.15 TAPA CISTERNA 5 .10 .10 Esc 1/25 CORTE X - X ESC: 1:25 5 Ø 3/8" @ .20 CISTERNA .20 5 5 1.600000000000001 0.5 0.5 d 3/8" @ .20 d 3/8" @ .20 X 5 5 1.600000000000001 5 1.29999999999982 d 3/8" @ .20 d 3/8" @ .20 X ESC: 1:25 TECHO DE CISTERNA 1.650000000000361 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 1.949999999999633 Cap. = 3.00m3 1.949999999999633 0.1500000000005457 0.1499999999996362 X d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 0.1499999999996362 0.25 X ESC: 1:25 d 3/8" @ .20 1.650000000000361 1.949999999999633 1.600000000000001 PLANTA DE LA CISTERNA 1.600000000000001 1.29999999999982 0.1499999999996362 3@0.15 ELEMENTO DETALLES DE COLUMNAS C-3 C-2 C-1 TIPO Resto @0.20 c/extremo ESTRIBOS Ø 1/4" 2@0.05,3@0.10, 4 Ø 1/2" ACERO ESC: 1/25 C-4 C-5 C-6 C-7 C-8 8 Ø 3/8" Resto @0.20 c/extremo Ø 1/4" 2@0.05,3@0.10, 3@0.15 5 5 8 Ø 3/8" 4 Ø 3/8" Resto @0.20 c/extremo Ø 1/4" 2@0.05,3@0.10, 3@0.15 ( 0.70 + 0.10 ) 1.35 x 1.40 Z - 3 ( 0.70 + 0.10 ) 1.50 x 1.40 Z - 4 ( 0.70 + 0.10 ) 2.15 x 1.15 Z - 5 N.DE VEREDA +/- 0.00 N.P.T.+/- 0.00 5 5 R.C CORTE DE JUNTA DE DILATACION 5 5 R.C JUNTA DE TECNOPOR 0.10m CHICOTES ALAMBRE Nº 8 @ 4 HILADAS @ DETALLLE DE JUNTA: COLUMNA-MURO DE TABIQUERIA 0.15m 0.40m 5 0.1500000000005457 4 Ø 3/8" ( 0.70 + 0.10 ) 1.40 x 1.40 Z - 6 ( 0.70 + 0.10 ) 1.00 x 1.20 Z - 7 d 3/8"@.20 5 Niv. Exc. - 1.20 5 5 0.7000000000007276 ESC. 1. 20 ZAPATA CENTRICA TIPICA ZAPATAS TIPICAS Niv. Exc. - 1.20 d 1/2"@.20 PLANTA SOLADO C:H 1:12 e=2" 5 3/8"@.20 \U+2205 5 3/8"@.20 \U+2205 .10 5 5 1.199760428249647 0.6999999999998181 0.40 0.40 0.0750000000007276 d 1/2"@.20 ZAPATA TIPICA SOLADO C:H 1:12 e=2" Niv. Exc. - 1.20 d 3/8"@.20 NPT + 0.10 5 ESCALERA PLANTA COLUMNAS CON VIGAS 6 Ø 1/2" 5 0.25 5.999999999999972 2.700000000000131 3.299999999999841 1.850000000000279 3.150000000000034 3.149999999999636 2.200000000000017 3.750000000000369 3.350000000000279 2.549999999999528 20.00000000000014 2.599999999999795 3.350000000000165 2.749999999999602 3.200000000000273 3.100000000000108 3.149999999999807 1.850000000000193 19.99999999999994 1 2 3 4 5 6 7 8 8 2 3 4 5 6´ 7´ 1 A C E 2.975000000000136 3.024999999999693 5.999999999999829 A D E C - 1 C - 1 C - 3 C - 2 C - 2 C - 1 C - 3 C - 4 C - 1 C - 1 C - 1 C - 5 C - 5 C - 3 C - 3 C - 5 C - 7 C - 8 LOTE COLINDANTE LOTE COLINDANTE LOTE COLINDANTE C - 8 C - 8 1.699999999999847 C - 8 C - 8 C - 8 C - 8 C - 8 5 1.399999999999949 1.199999999999989 1.199999999999932 1.400000000000006 1.349999999999909 0.9999999999999716 1.000000000000028 1.199999999999989 1.19999999999996 0.9999999999999716 0.9999999999998295 1.199999999999989 1.200000000000045 1.000000000000014 0.9999999999999432 0.9999999999999005 0.999999999999801 2.15000000000046 1.14999999999992 1.0 0.999999999999929 1.000000000000028 1.0 1.200000000000102 1.200000000000003 1.400000000000006 1.400000000000006 0.9999999999999432 1.000000000000014 0.9999999999999858 1.000000000000028 1.400000000000063 1.399999999999991 1.199999999999989 1.199999999999989 1.0 1.0 0.9999999999999716 1.199999999999946 JD Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Z - 1 Z - 2 Z - 1 Z - 2 Z - 2 Z - 3 Z - 1 Z - 1 Z - 4 Z - 5 Z - 1 Z - 1 Z - 1 Z - 2 Z - 6 Z - 6 Z - 1 Z - 1 Z - 2 Z - 7 CIMENTACION DE ESCALERA 5 0.1500000000005457 4 Ø 1/2" C - 6 C - 3 C - 5 Escala 1/25 0.9991497270680867 5 0.2494231669728322 0.9991497270680867 0.9991497270680867 0.2494231669728322 5 Nivel de Excavación 1.00 Concreto 1 : 10 Cemento Hormigón + 30% de piedra grande (Máx. 6") 0.6000000000001364 D - D 0.7999999999998408 R.C 0.5000000000002274 E - E 0.7999999999998408 Cimiento R.C R.C C - C 0.7999999999998408 0.6000000000001364 Concreto 1 : 8 Cemento Hormigon + 25 % de piedra mediana (máx. 3") Sobrecimiento 0.1499999999998636 0.1499999999998636 0.9991497270679162 5 R.C A - A 0.7999999999998408 0.6000000000001364 N.P.T.+ 0.10 0.1499999999998636 5 0.9991497270680867 0.2494231669728322 5 R.C B - B 0.7999999999998408 0.5000000000001421 0.1499999999998636 5 5 5 5 5 A A B B B B B B B B B B B B B B B B B B C C C C C C C C C C C C C C D D D D D D D D D D D D D D D D D D E E E E E E E E E E E E E E E E F F F F F F E E F F F F C - 8 C - 8 G G G G G G G G G G H H H H I I I I I I I I I I I I H H H H Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 1.000000000000227 0.9999999999999858 NFP 0.05 NFP 0.05 NFP 0.05 NFP 0.05 NFP 0.05 NFP 0.05 NFP 0.05 NFP 0.05 NFP 0.05 NFP 0.05 NFP 0.05 NFP 0.05 NFP 0.05 NJ - 0.15 JD NJ - 0.15 JD NJ - 0.15 N.P.T.+ 0.10 DETALLE DE CORTES DE CIMIENTOS N.P.T.+ 0.10 N.P.T.+ 0.10 R.C R.C N.P.T.+ 0.10 N.P.T.+ 0.10 N.P.T.+ 0.10 0.400000000000226 F - F 0.5000000000001421 G - G 0.4000000000001478 H - H 5 0.2494231669728322 0.7991497270680838 R.C 0.599999999999838 0.4000000000003183 N.J. (Ver planta) 0.1499999999998636 I - I CISTERNA = 3.0 m³ NPT + 0.10 NPT + 0.10 NPT +/- 0.00 Z - 1 1 2 3 4 5 6 7 8 0.2500000000000142 0.25 0.25 0.25 0.5008347276075682 0.3991652723923522 1.899999999999935 0.5017508825481798 0.4732491174516156 0.4753145254784101 0.4996854745217831 1.949999999999989 0.2499999999999432 0.25 0.25 0.25 0.4520285606269141 0.4479714393732479 1.900000000000105 0.9749999999998806 0.9749999999999659 1.949999999999847 15 14 13 12 11 10 9 SEGUNDO TRAMO 14 Ø 3/8" @0.30 15 0.15 6 Ø 3/8" TRAMO ANTERIOR VIENE 5 Ø 3/8" DEL NIVEL + 3.10 ESC. 1/25 CORTE 2 - 2 9 13 12 11 10 TRAMO SGTE. VAN 5 Ø 3/8" AL 5 Ø 3/8" @0.30 ESC. 1/25 0.15 6 Ø 3/8" PRIMER TRAMO 3 5 2 1 1.000000000000199 N.P.T +/- 0.00 5 5 4 CORTE 1 - 1 6 7 5 0.1500000000005457 6 Ø 1/2" + 2 Ø 3/8" 2 Ø 3/8" 3@0.15 Resto @0.20 c/extremo Ø 1/4" 2@0.05,3@0.10, 5 0.1500000000005457 6 Ø 1/2" 6 Ø 1/2" 3@0.15 Resto @0.20 c/extremo Ø 1/4" 2@0.05,3@0.10, 6 Ø 1/2" 6 Ø 1/2" 3@0.15 Resto @0.20 c/extremo Ø 1/4" 2@0.05,3@0.10, 0.1500000000005457 7 Ø 1/2" 0.24999999999946 0.24999999999946 5 5 0.24999999999946 0.4000000000000057 7 Ø 1/2" 3@0.15 Resto @0.20 c/extremo Ø 1/4" 2@0.05,3@0.10, C - 4 C - 4 5 0.1500000000005457 6 Ø 3/8" 6 Ø 3/8" 3@0.15 Resto @0.20 c/extremo Ø 1/4" 2@0.05,3@0.10, C - 3 C - 5 C - 4 C - 4 C - 6 Ø 3/8" VA-2 VA-2 VA-2 C - 6 VA-2 VA-2 VA-2 C - 3 C - 5 VS-2(0.25 x 0.20) 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 5 5 6 Ø 1/2" LOSA LOSA VP1(0.15 x 0.40) 3 Ø 3/8" 5 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 5 5 5 5 4 Ø 1/2" LOSA VA-1 (0.25 x 0.20) LOSA 5 5 4 Ø 1/2" LOSA 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 VA-2 VS-2(0.25 x 0.20) 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 5 5 5 Ø 1/2" LOSA LOSA CORTE A - A VS-2(0.25 x 0.20) 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 5 5 5 Ø 1/2" LOSA LOSA CORTE A - A DORMITORIO NPT±0.00 Ceramica 30 x 30 DORMITORIO NPT±0.00 Ceramica 30 x 30 DORMITORIO NPT±0.00 Ceramica 30 x 30 SH. Ceramica 30 x 30 SH. Ceramica 30 x 30 CL. CL. CL. COMEDOR NPT±0.00 Ceramica 30 x 30 SALA NPT±0.00 Ceramica 30 x 30 COCINA NPT±0.00 Ceramica 30 x 30 LAVANDERIA NPT±0.00 Ceramica 30 x 30 P=0.80 x 2.10 COCHERA NPT±0.00 Ceramica 30 x 30 1 2 3 4 5 6 7 8 P=1.00 x 2.10 P=0.90 x 2.10 P=0.90 x 2.10 P=0.90 x 2.10 P=0.90 x 2.10 P=0.80 x 2.10 P=0.70 x 2.10 P=0.70 x 2.10 P=0.80 x 2.10 1er NIVEL Escala 1:50 1.50 1.30 V-1 1.00 0.40 1.00 V-1 2.10 1.50 1.85 V-1 1.00 2.50 2.16 M-1 - 1.50 1.00 V-1 1.00 CORTE B-B ESC. 1/50 COMEDOR NPT. +0.0 HALL NPT.+0.00 DORMITORIO NPT+2.70 Ceramica 30 x 30 ESTUDIO NPT+2.70 Ceramica 30 x 30 DORMITORIO NPT+2.70 Ceramica 30 x 30 DORMITORIO NPT+2.70 Ceramica 30 x 30 DORMITORIO NPT+2.70 Ceramica 30 x 30 DORMITORIO NPT+2.70 Ceramica 30 x 30 SH. Ceramica 30 x 30 SH. Ceramica 30 x 30 CL. CL. CL. CL. HALL NPT+2.70 Ceramica 30 x 30 DUCTO DUCTO DUCTO 1 2 3 4 5 6 7 8 14 13 12 11 10 9 BALCON J. J. BALCON P=0.90 x 2.10 P=0.90 x 2.10 P=0.70 x 2.10 P=0.90 x 2.10 P=0.90 x 2.10 P=0.90 x 2.10 P=0.90 x 2.10 P=0.90 x 2.10 B B 1.50 1.30 V-1 1.00 DORMITORIO NPT. +2.70 HALL NPT.+2.70 AZOTEA NPT. +5.40 B B A A CORTE A-A ESC. 1/50 A 1.50 1.80 V-1 1.00 1.50 2.00 V-1 1.00 0.40 1.00 V-1 2.10 1.50 1.55 V-1 1.00 1.50 1.75 V-1 1.00 1.50 1.00 V-1 1.00 P. LEVADIZA =2.80 x 2.10 JARDIN PROY. DE VACIO P=0.90 x 2.10 JARDIN PROY. DE VACIO JARDIN PROY. DE ESCALERA PROY. DE VACIO PROY. DE VOLADO PROY. DE VOLADO HALL NPT±0.00 Ceramica 30 x 30 1.50 1.80 V-1 1.00 0.40 1.00 V-1 2.10 1.50 2.35 V-1 1.00 1.50 1.75 V-1 1.00 1.50 1.85 V-1 1.00 1.50 2.00 V-1 1.00 0.40 1.00 V-1 2.10 1.50 1.40 V-1 1.00 1.50 1.50 V-1 1.00 P=0.70 x 2.10 CL. PROY. DE VIGA PROY. DE VIGA PROY. DE VOLADO P=0.90 x 2.10 AZOTEA NPT. +5.40 AZOTEA NPT. +5.40 AZOTEA NPT. +5.40 DORMITORIO NPT. +2.70 DORMITORIO NPT. +2.70 ESTUDIO NPT. +2.70 HALL NPT. +2.70 DORMITORIO NPT.+0.00 SH. NPT.+0.00 LAVANDERIA NPT.+0.00 COCINA NPT.+0.00 HALL NPT.+0.00 COCHERA NPT.+0.00 SH. NPT.+0.00 0.1499999999998494 2.200000000000145 0.1499999999999346 3.350000000000037 0.1500000000000341 5.999999999999972 0.1499999999999915 1.752266084010813 0.1499999999999773 2.199999999999477 0.150000000000432 2.900000000000091 0.5999999999999659 0.1499999999999773 0.6000000000001364 2.749999999999659 0.1500000000002615 1.999999999999545 0.1500000000009152 6.399999999999466 0.1499999999999773 1.499999999999972 0.1500000000000909 0.1513383319629611 2.900000000000205 0.599999999999909 0.1500000000002046 2.199999999999534 0.1500000000002046 2.349999999999909 0.149999999999693 3.000000000000341 0.1499999999999488 0.9000000000000341 0.1500000000000341 1.949999999999989 3.549999999999841 1.500000000000256 0.1499999999998352 0.1999999999998181 0.2000000000000171 0.5500000000004093 0.1500000000000199 1.749999999999943 0.1499999999999773 .25 1.10 .70 .35 1.50 2.157844858449977 2.349999999999966 0.1500000000000057 3.350000000000023 0.1499999999999773 2.349999999999568 0.1500000000003183 2.899999999999977 0.599999999999909 0.1500000000001478 0.6000000000002501 2.749999999999943 0.1500000000002331 2.000000000000114 0.1500000000000057 1.5 0.1499999999999773 0.5999999999999943 0.4499999999998749 3.700000000000415 0.1500000000002615 0.1500000000006594 2.900000000000091 0.6000000000001364 0.1499999999999773 2.199999999999534 0.1500000000003183 2.349999999999568 3.600000000000222 0.600000000000108 0.1499999999999773 1.950000000000017 0.1499999999999204 0.4000000000000625 2.849999999999909 0.1500000000000341 0.1500000000000341 0.4000000000004889 0.1500000000000341 1.749999999999972 0.1499999999999773 1.752266084010358 0.5500000000004377 .70 .35 1.50 45.00° 0.1500000000000057 1.699999999999847 0.1500000000000341 1.099999999999994 2.700000000000145 3.299999999999841 A C E´ 1.850000000000279 3.150000000000034 3.149999999999636 2.275000000000261 3.675000000000097 3.350000000000279 2.549999999999557 20.00000000000014 1 2 3 4 5 6 7 8 0.1500000000002331 1.75251787112272 0.9974821288769817 0.1500000000000341 2.799999999999812 0.1499999999984141 2.975000000000136 3.024999999999693 5.999999999999829 A D E´ 2.599999999999795 3.350000000000136 2.749999999999602 3.200000000000273 3.100000000000108 3.149999999999807 1.850000000000193 19.99999999999991 8 2 3 4 5 6´ 7´ 1 C´ 2.975000000000634 B 2.282844858450176 B´ 2.317155141549847 1.049999999999983 45.00° D´ C´ 5 E 45.00° 1.92726608400983 5.999999999999972 2.700000000000145 3.299999999999841 A C E´ 1.850000000000279 3.150000000000034 3.149999999999636 2.275000000000261 3.675000000000097 3.350000000000279 2.549999999999557 20.00000000000014 1 2 3 4 5 6 7 8 2.599999999999795 3.350000000000108 2.749999999999602 3.200000000000273 3.100000000000108 3.149999999999807 1.850000000000193 19.99999999999989 8 2 3 4 5 6´ 7´ 1 2.975000000000136 3.024999999999693 5.999999999999829 A D E´ 0.1500000000001478 1.424999999999741 0.3272660840107307 0.9977339159893432 0.1500000000000341 0.8977339159893631 0.4022660840102077 1.5 0.1500000000002473 0.799999999999983 1.149999999999693 0.3761181252992571 0.6707481876298971 2 do NIVEL Escala 1:50 A ELEVACION PRINCIPAL ESC. 1/50 CERCO FACHADA ESC. 1/50 2.500000000000028 0.1999999999999886 2.500000000000028 0.1999999999999318 1.000000000000028 6.400000000000006 2.100000000000051 0.1499999999999773 2.250000000000057 2.500000000000028 0.1999999999999034 2.500000000000085 0.1999999999999318 1.0 6.399999999999977

Language	Spanish
Drawing Type	Full Project
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park, Garage
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, complete, completed, dwelling unit, DWG, elevations, floors, FOUNDATION, foundation details, full, haus, house, HOUSES, la, levels, libertad, lightened, logement, maison, plans, Project, residên, residence, retail, sections, trujillo, unidade de moradia, villa, wohnung, wohnung einheit