Family House 4 Floors DWG Plan for AutoCAD

Family House 4 Floors DWG Plan for AutoCAD

Location plans; ARCHITECTURE (CORTES elevation) DETAILS AND STRUCTURES. FURNISHED FLATS and bounded

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

specialty:, scale, date, responsible professional:, location:, drawing no .:, drawing:, title:, project:, owner:, multifamily housing, epc, ate vitarte, ricardina alvarez solorzano, ——, flooring , fill, variable, roof, column type, foundation, column anchors, overburden, fill concrete between, jagged wall, foundation, general specifications, concrete, ground, coatings, walls, everything not specified will be governed by rnc, length of anchors, and overlaps, flooring, nfp, shoe detail, aa cutting, bb cutting, going, lightening detail, rsc, stirrup detail, splicing in different parts trying to make the splices outside the confinement area, shop, room dining room, ss.hh, kitchen, lav., bedroom, master, garage, tank lid, patio, high, windowsill, vain, windows, wide, box of bays, doors, screens, ——-, sshh , living – dining room, roof, sshh, passageway, tarred and painted wall, drywall wall tado, colonial tile, wall plated with slate-like stone, gabled roof, normative table, building coefficient, minimum frontal removal, front of the minimum lot, regulatory lot area, free area, maximum height, parking, density net, uses, parameters, area of ​​land, second floor, project, rne, first floor, partial area, zoning: rdm,: lima,: a,: ate vitarte, area of ​​urban structuring, urbanization, lot, mz., province , district, department,: san francisco de asis, location scheme, sector, multifamily housing, viv. multifamily, third floor, total built area, total area, sidewalk, berm, track, property limit, court a – a, urb., santa patricia, mayorasgo, teaching, silver, brasilia, bermudez, bucaramanga, surinam, panama, jamaica , managua, santo domingo, tegucigalpa, puerto espana, san juan, el salvador, av. melgarejo, cervantes, f. l. from Leon, j. alarco de dammert, p. neruda, f. samaniego, f.tristan, salazar bondi, r. del inclan valley, bilbao, alicante, barcelona, ​​mallorga, madrid, leon, burgos, guadalajara, av. the palms, av. huarochiri, oviedo, granada, sebastian, santa lucia, la coruna, valladolid, basin, cadiz, santa cruz, cordova, zaragoza, valencia, catuluna, seville, malaga, merida, navarra, avenue javier prado, builders, the magisteriums, monumental stadium , urb. san francisco, of asis, college, alpamayo, lot location, avenue a, fourth floor

Raw text data extracted from CAD file:

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Urb. Alpamayo. Av. 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\fArial Black|b0|i1|c0|p34;\LPLANTA SEGUNDO Y ESC: 1/50 SOLADO .10 .90 6@ .10 R@ .20 1@ .05 3@ .10 6@ .10 1@ .05 3@ .10 6@ .10 R@ .20 6 .10 1@ .05 2@ .10 .40 .40 .02 RELLENO VARIABLE PISO .15 TECHO TECHO COLUMNA TIPO ESC: 1/20 \LPLANTA CIMENTACION ESC: 1/50 COLUMNA C-2 (.25x.25m) ESC: 1/20 4 d 5/8" 1@0.05, 6@0.10, R@0.20 .25 .25 COLUMNA C-1 (.25x.25m) ESC: 1/20 6 d 5/8" 1@0.05, 6@0.10, R@0.20 .40 .25 Cimiento ANCLAJES DE COLUMNAS ESC: 1/20 .20 .20 Sobrecimiento Llenar concreto entre muro dentado .15 EN CIMIENTO ESPECIFICACIONES GENERALES CIMENTACION: CONCRETO CICLOPEO 1:10, 30% P.GRANDE SOBRECIMIENTO CONCRETO CICLOPEO 1:8, 25% P. MEDIANA COLUMNAS, VIGAS, ESCALERA f'c=175 Kg/cm2 ACERO DE REFUERZO fy = 4.200 Kg/cm2 CONCRETO TERRENO bt = 1.5 Kg/cm2 TERRENO NATURAL RECUBRIMIENTOS VIGAS, COLUMNAS, ESCALERAS, ALIGERAOS = 0.025cm MUROS fm = 35 Kg/cm2 TODO LO NO ESPECIFICADO SE REGIRA POR R.N.C. 1.00 2.00 3.00 4.00 5.00 6.00 LONGITUD DE ANCLAJES Y TRASLAPES Ø\H0.65385x; ANCLAJES\H0.65385x; TRASLAPES\H0.65385x; 3/8" 1/2" 5/8" 0.40 0.40 0.60 0.40 0.50 0.60 Solado .10 .50 .80 .10 N.F.P. 1/4" @0.15 3/8" 1@0.05, 6@0.10, 1@0.15 R. SEGUN COLUMNAS DETALLE DE ZAPATA ESC: 1/20 Ø1/2"@0.20m Ø1/2"@0.20m ZAPATA-4 (h .50) ESC: 1/20 1.00 1.00 Ø1/2"@0.20m Ø1/2"@0.20m 1.00 1.00 Ø1/2"@0.20m Ø1/2"@0.20m 1.00 1.00 Ø1/2"@0.20m Ø1/2"@0.20m 1.00 1.00 Ø1/2"@0.20m Ø1/2"@0.20m 1.00 1.00 ZAPATA-1 (h .50) ESC: 1/20 ZAPATA-2 (h .50) ESC: 1/20 ZAPATA-3 (h .50) ESC: 1/20 ZAPATA-5 (h .50) ESC: 1/20 0.90 0.25 0.40 0.25 0.90 0.40 CORTE A-A ESC: 1/20 CORTE B-B \W1.1;\T1.1;1 \W1.1;\T1.1;2 \W1.1;\T1.1;3 \W1.1;\T1.1;4 \W1.1;\T1.1;5 \W1.1;\T1.1;6 d3/8" c/p 0.50 5d 1/2" .10 \W1.1;\T1.1;7 .15 4d 1/2" e= 0.15 4d 1/2" TRAMO 2-2 ESC: 1/20 d 3/8" @ 0,30 .20 d 3/8" @ 0,25 d3/8" @.20 .55 .55 \W1.1;\T1.1;14 \W1.1;\T1.1;13 \W1.1;\T1.1;12 \W1.1;\T1.1;11 \W1.1;\T1.1;10 \W1.1;\T1.1;9 \W1.1;\T1.1;8 d 3/8" @ 0,25 e=0.15 d 3/8" @ 0.30 .66 .66 d 3/8" @ 0,30 d 3/8" @ 0,25 .15 .25 V.A TRAMO 1-1 ESC: 1/20 \W1.1;\T1.1;P3 \W1.1;\T1.1;P3 \W1.1;\T1.1;(.15X.50) \W1.1;\T1.1;(.15X.50) \W1.1;\T1.1;(.25X.20) \W1.1;\T1.1;(.25X.20) \W1.1;\T1.1;(.15X.20) \W1.1;\T1.1;(.15X.20) \W1.1;\T1.1;(.10X.20) \W1.1;\T1.1;P1 \W1.1;\T1.1;P1 \W1.1;\T1.1;P1 \W1.1;\T1.1;P2 \W1.1;\T1.1;P2 \W1.1;\T1.1;P2 \W1.1;\T1.1;VP-301 \W1.1;\T1.1;VCH-201 \W1.1;\T1.1;VP-301-303 \W1.1;\T1.1;VP-202/302 \W1.1;\T1.1;P4 \W1.1;\T1.1;P4 \W1.1;\T1.1;P4 \W1.1;\T1.1;P4 \W1.1;\T1.1;P4 \W1.1;\T1.1;P4 \W1.1;\T1.1;P4 \W1.1;\T1.1;P4 \W1.1;\T1.1;(.30X.20) \W1.1;\T1.1;(.30X.20) \W1.1;\T1.1;(.30X.20) \W1.1;\T1.1;(.30X.20) \W1.1;\T1.1;(.30X.20) \W1.1;\T1.1;(.30X.20) \W1.1;\T1.1;P4 \W1.1;\T1.1;P1 \W1.1;\T1.1;(.25X.20) \W1.1;\T1.1;(.25X.20) \W1.1;\T1.1;(.10X.20) \W1.1;\T1.1;(.10X.20) \W1.1;\T1.1;(.10X.20) \W1.1;\T1.1;(.10X.20) \W1.1;\T1.1;(.10X.20) \W1.1;\T1.1;(.10X.20) \W1.1;\T1.1;(.25X.20) \W1.1;\T1.1;(.15X.50) \W1.1;\T1.1;(.25X.50) \W1.1;\T1.1;(.15X.50) \W1.1;\T1.1;(.25X.20) \W1.1;\T1.1;(.25X.50) \W1.1;\T1.1;VCH-201 (.40x.20) \W1.1;\T1.1;P2 \W1.1;\T1.1;P2 \W1.1;\T1.1;P2 \W1.1;\T1.1;P1 \W1.1;\T1.1;P4 \W1.1;\T1.1;P2 \W1.1;\T1.1;P1 \W1.1;\T1.1;P4 5 5 5 5 5 1d1/2" 1d1/2" 1d3/8" 1d3/8" 1d1/2" 1d1/2" \W1.1;\T1.1;c c \W1.1;\T1.1;e e \W1.1;\T1.1;b b \W1.1;\T1.1;e e \W1.1;\T1.1;b b 5 5 5 5 5 1d1/2" 1d1/2" 1d3/8" 1d3/8" 1d1/2" 5 5 1d1/2" 1d3/8" 5 5 5 1d1/2" \W1.1;\T1.1;c c \W1.1;\T1.1;c c \W1.1;\T1.1;b b \W1.1;\T1.1;b b \W1.1;\T1.1;c c \W1.1;\T1.1;c c \W1.1;\T1.1;d d \W1.1;\T1.1;d d \W1.1;\T1.1;d d \W1.1;\T1.1;d d \W1.1;\T1.1;d d \W1.1;\T1.1;d d 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 5 5 5 1d1/2" 1d1/2" 1d3/8" 1d3/8" 1d1/2" 5 5 1d1/2" 1d3/8" 5 5 5 1d1/2" \W1.1;\T1.1;c c \W1.1;\T1.1;c c \W1.1;\T1.1;b b \W1.1;\T1.1;b b \W1.1;\T1.1;b b \W1.1;\T1.1;a a \W1.1;\T1.1;d d \W1.1;\T1.1;a a \W1.1;\T1.1;b b 1d3/8" 1d3/8" 42 43 44 45 46 47 48 5 5 5 5 5 5 5 5 39 38 37 36 35 34 33 40 5 5 \LPLANTA CUARTO PISO ESC: 1/50 41 5 5 5 5 5 5 5 5 5 5 5 5 5 P1 2.10 m. 1.00 m. ------ P3 2.10 m. 0.85 m. ------ 2.10 m. 0.65 m. ------ P8 2.10 m. 0.65 m. ------ P8 2.10 m. 0.80 m. ------ P5 P5 2.10 m. 0.80 m. ------ P2 2.10 m. 0.95 m. ------ P2 2.10 m. 0.95 m. ------ 1.11 1.11 1.06 1.21 1.21 1.30 .66 1.06 .45 .45 3.20 .40 .25 3.35 .25 3.35 .25 3.90 .25 .47 .47 .52 .52 .52 .66 1 VP -202 / 203 / 301 / 302 /303 (.25X.50) ESC: 1/25 1d1/2" 2d1/2" 3d3/8"@.10 4d1/2" 4d1/2" 2d1/2" 2d1/2" 4d1/2" 2d1/2" 4d1/2" 2d1/2" 4d1/2" 2d1/2" 4d1/2" 2d1/2" 4d1/2" 2d1/2" 4d1/2" 2d1/2" 3d3/8"1@.05, 5@.10 R@.25 3d3/8"1@.05, 5@.10 R@.25 3d3/8"1@.05, 5@.10 R@.25 3d3/8"1@.05, 5@.10 R@.25 .15 .50 .20 .20 .20 .30 .25 .10 .20 .10 .20 .10 .15 .50 .40 .25 .25 .25 .30 .15 .25 .15 4d3/8" d1/4" 1@0.05, 3@0.10, R@0.25 4d1/2" d1/4" 1@0.05, 3@0.10, R@0.25 2d3/8" 3 d 1/4" @.20 6d1/2" d1/4" 1@0.05, 5@0.10, R@0.25 4d3/8" d1/4" 1@0.05, R@0.20 2d3/8" 4d1/2" d3/8" 1@0.05, 5@0.10, R@0.25 6d1/2" d1/4" @0.25 4d1/2" d1/4" @0.25 4d1/2" d1/4" @0.25 4d1/2" d1/4" @0.25 P1 P2 P3 P4 .15 .05 .20 .10 .30 .10 .30 .10 .30 .10 .30 .10 DETALLE DE ALIGERADO ESC: 1/15 .05 .05 .10 .10 .10 .15 RSC .05 .10 .10 .10 .15 .05 H/6 .05 .05 .10 .10 .10 .15 RSC .30 .30 H/6 2/3- H DETALLE DE ESTRIBOS ESC: 1/20 EMPALMAR EN DIFERENTES PARTES TRATANDO DE HACER LOS EMPALMES AFUERA DE LA ZONA DE CONFINAMIENTO EMPALMAR EN DIFERENTES PARTES TRATANDO DE HACER LOS EMPALMES AFUERA DE LA ZONA DE CONFINAMIENTO 1.11 1.11 1.06 1.21 1.21 1.30 .66 1.06 .45 .45 3.20 .40 .25 3.35 .25 3.35 .25 3.90 .25 .47 .47 .52 .52 .52 .56 1.00 1d1/2" 3d1/2" 3d1/4"@.10 3d1/2" 3d1/2" 2d1/2" 2d1/2" 3d1/2" 2d1/2" 3d1/2" 2d1/2" 3d1/2" 2d1/2" 3d1/2" 2d1/2" 3d1/2" 2d1/2" 3d1/2" 1d1/2" d1/4" 1@.05, 5@.10 R@.25 d1/4" 1@.05, 5@.10 R@.25 d1/4" 1@.05, 5@.10 R@.25 d1/4" 1@.05, 5@.10 R@.25 P2 P2 VP 101 (.15X.40) P3* P3* VCH - 201 (.40X.20) ESC: 1/25 1º PISO ESPECIFICACIONES GENERALES -CONCRETO: CIMIENTO f'c=100 Kg/cm2 + 30% PG. MAX SOBRECIMIENTO f'c=175 Kg/cm2 + 30% PM. MAX RESTO f'c=210 Kg/cm2 -ACERO EN GENERAL fy=4.200 Kg/cm2 DESING SIDER PERU -CARGA DE TRABAJO t= 2 Kg/cm2 ASUMIDA SEGUN INSPECCION OCULAR DEL TERRENO -RECUBRIMIENTO COLUMNAS 4.0cm LOSAS 2.0cm V.CHATAS 2.0cm -SOBRECARGAS AIGERADOS INDICADO ALBAÑILERIA fm=35Kg/cm2 -LADRILLO DE ARCILLA TIPO III (TIPO INDUSTRIAL) fb=95Kg/cm2 (MINIMO) MAXIMO DE VACIOS 33% -ESPESOR DE JUNTAS DE MORTERO EN ALBAÑILERIA 1.5cm (MAXIMO) NOTAS: 1- LOS MUROS PORTANTES SERAN DE K.K DE ARCILLA FAB. ITINTEC BBI-017 2- LA MEZCLA PARA ASENTAR EL LADRILLO SERA CEMENTO ARENAP:V5 3- TODO TRAMO DE COLUMNA CORTA CUYO TRAMO SEA MENOR DE 1.50cm, SERA ESTRIBADO MIN. c/10cm. APARTE DEL CONFINAMIENTO DE NUDOS. 4- PARA LO TODO NO ESPECIFICADO RIGE DEL RNC TITULO VI: SUELOS Y CIMENTACION TITULO VII: REQUISITO DE MATERIALES Y PROCEDIMIENTO DE CONSTRUCCION TITULO VIII: ESTRUCTURAS \W1.1;\T1.1;P3 \W1.1;\T1.1;P3 \W1.1;\T1.1;(.15X.50) \W1.1;\T1.1;(.15X.50) \W1.1;\T1.1;(.25X.20) \W1.1;\T1.1;(.25X.20) \W1.1;\T1.1;(.15X.20) \W1.1;\T1.1;P1 \W1.1;\T1.1;P1 \W1.1;\T1.1;P1 \W1.1;\T1.1;P2 \W1.1;\T1.1;P2 \W1.1;\T1.1;VP-301 \W1.1;\T1.1;VCH-201 \W1.1;\T1.1;VP-301-303 \W1.1;\T1.1;VP-202/302 \W1.1;\T1.1;P4 \W1.1;\T1.1;P4 \W1.1;\T1.1;P4 \W1.1;\T1.1;P4 \W1.1;\T1.1;P4 \W1.1;\T1.1;P4 \W1.1;\T1.1;P4 \W1.1;\T1.1;P4 \W1.1;\T1.1;(.30X.20) \W1.1;\T1.1;(.30X.20) \W1.1;\T1.1;(.30X.20) \W1.1;\T1.1;(.30X.20) \W1.1;\T1.1;(.30X.20) \W1.1;\T1.1;(.30X.20) \W1.1;\T1.1;P4 \W1.1;\T1.1;P1 \W1.1;\T1.1;(.25X.20) \W1.1;\T1.1;(.25X.20) \W1.1;\T1.1;(.10X.20) \W1.1;\T1.1;(.10X.20) \W1.1;\T1.1;(.25X.20) \W1.1;\T1.1;(.15X.50) \W1.1;\T1.1;(.25X.50) \W1.1;\T1.1;(.15X.50) \W1.1;\T1.1;(.25X.20) \W1.1;\T1.1;(.25X.50) \W1.1;\T1.1;VCH-201 (.40x.20) \W1.1;\T1.1;P2 \W1.1;\T1.1;P2 \W1.1;\T1.1;P2 \W1.1;\T1.1;P1 \W1.1;\T1.1;P4 \W1.1;\T1.1;P2 \W1.1;\T1.1;P1 \W1.1;\T1.1;P4 \W1.1;\T1.1;c c \W1.1;\T1.1;b b \W1.1;\T1.1;b b \W1.1;\T1.1;d d \W1.1;\T1.1;d d \W1.1;\T1.1;d d \W1.1;\T1.1;d d \W1.1;\T1.1;d d \W1.1;\T1.1;d d 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 5 5 5 1d1/2" 1d1/2" 1d3/8" 1d3/8" 1d1/2" 5 5 1d1/2" 1d3/8" 5 5 5 1d1/2" \W1.1;\T1.1;c c \W1.1;\T1.1;c c \W1.1;\T1.1;b b \W1.1;\T1.1;b b \W1.1;\T1.1;b b \W1.1;\T1.1;a a \W1.1;\T1.1;d d \W1.1;\T1.1;a a \W1.1;\T1.1;b b 1d3/8" 1d3/8" \W1.1;\T1.1;b b \W1.1;\T1.1;(.25X.20) 1d1/2" 1d1/2" \W1.1;\T1.1;b b \W1.1;\T1.1;C-1 \W1.1;\T1.1;C-1 \W1.1;\T1.1;C-1 \W1.1;\T1.1;C-1 \W1.1;\T1.1;C-1 \W1.1;\T1.1;C-1 \W1.1;\T1.1;C-1 \W1.1;\T1.1;C-1 \W1.1;\T1.1;C-2 \W1.1;\T1.1;C-2 \W1.1;\T1.1;C-2 \W1.1;\T1.1;C-2 \W1.1;\T1.1;C-2 \W1.1;\T1.1;C-2 \W1.1;\T1.1;C-2 \W1.1;\T1.1;Z-5 \W1.1;\T1.1;Z-1 \W1.1;\T1.1;Z-5 \W1.1;\T1.1;Z-5 \W1.1;\T1.1;Z-5 \W1.1;\T1.1;Z-1 \W1.1;\T1.1;Z-4 \W1.1;\T1.1;Z-5 \W1.1;\T1.1;Z-5 \W1.1;\T1.1;Z-6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LCORTE A-A ESC: 1/50 \LCORTE B-B ESC: 1/50 \LELEVACION PRINCIPAL ESC: 1/50 TIENDA N.P.T.= ± 0.15 SALA COMEDOR N.P.T.= ± 0.15 SS.HH \W1.10000x;\T1.10000;PISO CERAMICO \W2.19217; \W1.10000x;\T1.10000;0.45*0.45 COCINA N.P.T.= ± 0.15 LAV. \W1.1;\T1.1;PISO CERAMICO 0.45*0.45 SS.HH \W1.10000x;\T1.10000;PISO CERAMICO \W2.19217; \W1.10000x;\T1.10000;0.45*0.45 DORMITORIO N.P.T.= ± 0.15 PRINCIPAL A A C C C C C C A A A A 5 5 5 5 5 5 5 5 1.78m. V8 1.40 m. 1.25m 3.05m. V15 1.05 m. 1.60 m. 3.00m. V14 0.90 m. 1.75m. 4.10m. 2.80 m. M1 ------ 5 5 5 5 0.80m. V2 2.25m. 0.40m. 0.80m. V2 2.25m. 0.40m. GARAJE N.P.T.= ± 0.00 \W1.1;\T1.1;PISO CEMENTO PULIDO SALA COMEDOR N.P.T.= ± 3.00 \W2.03502; mesada de \W2.03502; concreto revestida \W2.03502; ceramica Tapa de cisterna 5 5 5 5 5 5 \W2.03502; mesada de \W2.03502; concreto revestida \W2.03502; ceramica COCINA N.P.T.= ± 3.00 SS.HH \W1.10000x;\T1.10000;PISO CERAMICO \W2.19217; \W1.10000x;\T1.10000;0.45*0.45 DORMITORIO 2 N.P.T.= + 3.00 DORMITORIO 1 N.P.T.= + 3.00 \W3.15546; mesada de \W3.15546; concreto revestida \W3.15546; ceramica 5 5 5 5 5 5 COCINA N.P.T.= ± 3.00 PATIO N.P.T.= ± 3.00 PATIO N.P.T.= ± 3.00 DORMITORIO 2 N.P.T.= + 3.0 DORMITORIO 1 N.P.T.= + 3.0 SS.HH \W1.10000x;\T1.10000;PISO CERAMICO \W1.78186; \W1.10000x;\T1.10000;0.45*0.45 2.30m. V11 0.90 m. 1.40m. 2.80m. V13 0.90 m. 1.40m. 1.83m. V9 0.90 m. 1.40m. 1.13m. V5 1.00 m. 1.30m. 0.80m. V3 1.90 m. 0.40m. 2.80m. V13 0.90 m. 1.40m. 2.78m. V12 0.90 m. 1.40m. SALA COMEDOR N.P.T.= ± 3.00 5 5 5 5 5 5 5 5 5 5 5 5 P7 2.10 m. 0.70 m. ------ 1.13m. V5 1.00 m. 1.30m. 5 5 5 1.83m. V9 0.90 m. 1.40m. 0.80m. V3 1.90 m. 0.40m. SALA COMEDOR N.P.T.= ± 5.70 SS.HH \W1.10000x;\T1.10000;PISO CERAMICO \W2.19217; \W1.10000x;\T1.10000;0.45*0.45 DORMITORIO 1 N.P.T.= + 5.70 DORMITORIO 2 N.P.T.= + 5.70 DORMITORIO 1 N.P.T.= + 3.00 SS.HH \W1.10000x;\T1.10000;PISO CERAMICO \W1.78186; \W1.10000x;\T1.10000;0.45*0.45 DORMITORIO 1 N.P.T.= + 3.00 5 5 5 5 5 5 5 5 5 2.30m. V11 0.90 m. 1.40m. 1.70m. V7 0.90 m. 1.40m. 1.83m. V9 0.90 m. 1.40m. 0.80m. V3 1.90 m. 0.40m. 0.80m. V3 1.90 m. 0.40m. 0.78m. V1 1.50 m. 0.80m. 5 5 5 5 5 5 5 5 5 5 5 5 1.40m. V6 1.50 m. 0.80m. 5 5 5 5 5 0.84m. V4 1.90 m. 0.40m. 5 5 2.80m. V13 0.90 m. 1.40m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 .10 5 ALTO ALFEIZAR VANO VENTANAS ANCHO CUADRO DE VANOS PUERTAS ALTO ALFEIZAR VANO ANCHO ALTO ALFEIZAR VANO ANCHO V-6 V-2 V-1 V-7 V-4 V-5 V-3 P-1 P-2 P-3 P-4 P-5 M-1 MAMPARAS 0.78 0.80 ------- ------- ------- ------- ------- 1.00 2.10 0.80 0.40 1.90 0.80 0.40 1.90 0.84 0.40 1.00 1.13 1.30 1.40 1.50 1.70 1.40 0.95 2.10 0.90 2.10 0.85 2.10 0.80 2.10 ------- 4.10 2.80 0.80 0.90 1.50 2.25 V-8 1.78 1.25 1.40 P-6 ------- 0.75 2.10 V-10 V-11 V-9 1.83 1.40 0.90 2.00 1.40 0.90 2.30 1.40 0.90 V-12 V-13 2.78 1.40 0.90 2.80 1.40 0.90 V-14 3.00 1.75 0.90 V-15 3.05 1.60 1.05 2.00m. V10 0.90 m. 1.40m. P5 2.10 m. 0.80 m. ------ P-7 ------- 0.70 2.10 P-8 ------- 0.65 2.10 \LALIGERADO TIPICO 2º - 3º PISO ESC: 1/50 \LALIGERADO TIPICO ULTIMO PISO ESC: 1/50 5 5 5 5 5 5 N. P. T. = 3.00 m N. P. T. = 5.70 m N. P. T. = 8.40 m N. P. T. = 11.10 m N. P. T. = 0.15 m N. P. T. = 10.80 m COCINA N.P.T.= + 3.00 COCINA N.P.T.= + 3.00 5 DORMITIORIO 1 DORMITIORIO 1 DORMITIORIO 2 DORMITIORIO 2 S.S.H.H S.S.H.H COCINA COCINA SALA - COMEDOR SALA - COMEDOR DORMITORIO 1 DORMITIORIO 1 COCINA S.S.H.H AZOTEA COCINA DORMITORIO PATIO S.S.H.H. PASADIZO PASADIZO S.S.H.H. PATIO S.S.H.H. PASADIZO PASADIZO S.S.H.H. S.S.H.H. PASADIZO PASADIZO S.S.H.H. N. P. T. = 0.15 m N. P. T. = 3.00 m N. P. T. = 5.70 m N. P. T. = 8.40 m N. P. T. = 10.90 m NPT.+3.00 NPT.+5.70 NPT.+8.40 NPT.+10.90 NPT.+3.00 NPT.+5.70 NPT.+8.40 NPT.+10.90 VARANDA DE ALUMIO 2 " GARAJE N. P. T. = 0.00 m MURO TARRAJEADO Y PINTADO MURO DE DRYWALL PINTADO VENTANA RECTANGULAR \W2.16667; VIDRIO TEMPLADO \W5.73810; VENTANA RECTANGULAR BISELADA \W2.35714; VIDRIO TEMPLADO teja colonial MURO ENCHAPADO CON PIEDRA LAJA TIPO PIZARRA DORMITIORIO 1 TIENDA PATIO 5 1.83m. V9 0.90 m. 1.40m. Muro de Drywall 9mm e: 0.10m Muro de Drywall 9mm e: 0.10m Escalera caracol metalica (provisional) A B C A B C 1 2 3 4 5 6 1 2 3 4 5 6 A B C A B C 1 2 3 4 5 6 1 2 3 4 5 6 A B C A B C 1 2 3 4 5 6 1 2 3 4 5 6 5 5 5 5 5 5 5 5 5 NPT.+3.00 NPT.+5.70 NPT.+8.40 NPT.+10.90 NPT.+3.00 NPT.+5.70 NPT.+8.40 NPT.+10.90 NPT.±0.00 NPT.±0.00 teja colonial teja colonial techo a dos aguas de calamina 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CUADRO DE AREAS (m2) CUADRO NORMATIVO COEFICIENTE DE EDIFICACION RETIRO MINIMO FRONTAL FRENTE DEL LOTE MINIMO AREA DE LOTE NORMATIVO AREA LIBRE ALTURA MAXIMA ESTACIONAMIENTO DENSIDAD NETA USOS PARAMETROS AREA DEL TERRENO AREA LIBRE SEGUNDO PISO PROYECTO R.N.E. PRIMER PISO AREA PARCIAL ZONIFICACION: RDM : 10 : LIMA : A : ATE VITARTE : LIMA AREA DE ESTRUCTURACION URBANA URBANIZACION LOTE MZ. PROVINCIA DISTRITO DEPARTAMENTO : SAN FRANCISCO DE ASIS ESQUEMA DE LOCALIZACION ESC. 1/5,000 : SECTOR Vivienda Multifamiliar Viv. Multifamiliar 180 m2. Multifamiliar: 150 m2. 4 Pisos + Azotea 4-5 Pisos 35% 35% 2 Estacionamiento 1cada 1.5 viviendas TERCER PISO 4.00 m 3.0 m. 137.6 m2 137.1 m2 AREA CONSTRUIDA TOTAL 1300 hab. / ha 430 hab. / ha 9.00ml 8.0 ml 4.4 2.8 % AREA TOTAL 180.0 m2 137.6 m2 137.1 m2 545.4 m2 63.5 m2 A A \W8.52749; PARQUE \W0.40377; LAS MARGARITAS \W2.22465; URB. EL BANCO \W2.22465; DE JAVIER PRADO \W9.74461; CL. COORDILLERA NEGRA \W6.80748; AV. EL BANCO \W5.94564; CL. COORDILLERA VILCANOTA \W9.00750; AV. COORDILLERA BLANCA \W7.85559; CL. WISSE \W9.14281; CL. COORDILLERA ALASKA \W4.10672; AV. COORDILLERA DEL CONDOR \W6.21620; AVENIDA A \W2.58161; CLUB UNIVERSITARIO 1.20 3.00 6.00 3.00 1.20 14.40 VEREDA BERMA PISTA BERMA VEREDA LIMITE PROPIEDAD LIMITE PROPIEDAD CORTE A - A \W1.87879; 001 \W1.73594; 002 \W1.73594; 003 \W1.71213; 004 \W1.73594; 005 \W1.73594; 007 \W1.73594; 008 \W1.75975; 009 \W0.15457; 010 \W1.87879; 011 \W1.73594; 012 \W1.73594; 013 \W1.73594; 027 \W1.73594; 026 \W1.73594; 025 \W1.71213; 024 \W1.73594; 023 \W1.73594; 022 \W1.87879; 021 \W1.73594; 020 \W1.75975; 019 \W1.73594; 018 \W1.73594; 017 \W1.73594; 015 \W1.73594; 016 \W1.71213; 014 \W1.73594; 006 A B D E URB. SANTA PATRICIA URB. MAYORASGO LA DOCENCIA PLATA BRASILIA BERMUDEZ CALLE 37 BUCARAMANGA SURINAM PANAMA JAMAICA MANAGUA SANTO DOMINGO TEGUCIGALPA PUERTO ESPANA SAN JUAN EL SALVADOR SAN JUAN AV. MELGAREJO CALLE 9 CERVANTES CALLE 6 F. L. DE LEON CALLE 14 J. ALARCO DE DAMMERT P. NERUDA CALLE 11 F. SAMANIEGO CALLE 20 F.TRISTAN CALLE 21 SALAZAR BONDI R. DEL VALLE INCLAN BILBAO ALICANTE BARCELONA MALLORGA MADRID LEON BURGOS GUADALAJARA AV. LAS PALMAS AV. HUAROCHIRI OVIEDO GRANADA SEBASTIAN SANTA LUCIA LA CORUNA VALLADOLID GRANADA CUENCA CADIZ SANTA CRUZ CORDOVA ZARAGOZA VALENCIA CATULUNA SEVILLA MALAGA MALAGA GUADALAJARA MERIDA NAVARRA NAVARRA MERIDA GUADALAJARA AVENIDA JAVIER PRADO URB. MAYORASGO CONSTRUCTORES LOS MAGISTERIOS ESTADIO MONUMENTAL URB. SAN FRANCISCO DE ASIS COLEGIO ALPAMAYO ESC: 1/5000 ESC: 1/500 ESC: 1/100 UBICACION DEL LOTE AVENIDA A AZOTEA 9.0 20.0 20.0 9.0 00.00 m2 CUARTO PISO 133.6 m2 137.1 m2 137.1 m2 133.6 m2 2.10 m. 0.95 m. ------ P2 \W6.80748; AV. EL BANCO 2.10 m. ------ P1 ------ 1.00 m. 5 5

Language	Spanish
Drawing Type	Plan
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio, Garage, Parking
Tags	apartamento, apartment, appartement, architecture, aufenthalt, autocad, bounded, casa, chalet, cortes, details, dwelling unit, DWG, elevation, Family, flats, floors, furnished, haus, house, Housing, location, logement, maison, plan, plans, residên, residence, structures, unidade de moradia, villa, wohnung, wohnung einheit