Houses – 2 Story Roof DWG Plan for AutoCAD

Houses – 2 Story Roof DWG Plan for AutoCAD

Plan 2 story family house roof; Developed in the City of Lima in 2012. Lot Dimensions 20.00 x 8.00 m.

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

cut bb, nfp, npt, of corrugated iron, standard hooks on rods, in the table shown., longitudinally, on beams, the reinforcing steel used, will be housed in the concrete with standard hooks, which, and beams, should finish in, the specified dimensions, and foundation slab, column, note :, cut aa, wall thickness, elevation, beam, detail sections, aa, bb, cc, first roof, high tank, coatings: , technical specifications, roof slab, lintels detail, strength, steel, overload :, concrete – columns, concrete – beams, concrete – reinforced concrete, reinforced concrete :, cut x – x, fill concrete between jagged walls, slab , table of lintels, rest, exterior, interior, d of joist, auction of columns, beams, slabs and beams, beams banked, col. structural, col. mooring, lightened, flat beams, footings, reinforcement joints, beam on each side of, will not be allowed, light of the slab or, column or support, colum, slabs, overlaps and splices, in columns, third central., will not be spliced, armor in one, same section., joints l, will be located in the, rmin., stirrups, second roof, structures – lightened, bacharq antonio cossio ale, single-family housing, specialty :, professional :, development :, location :, owners :, project :, stephany, drawing :, plane :, date :, scale :, jose a. martinez candela and noemi sayaverde marino, first floor, bathroom, office, entrance, garage, garden, terrace, room, dining room, door enrrolable, kitchen, bar, deposit, proy. roof, expansion joint, tank lid, nj, detail of sections, according to detail of stirrups., column, concrete – armed, mortar: concrete, cyclopean concrete, surplus :, foundation :, medium, stone, maximum, see table , cut, grate, variable, plant, shoe detail, shoe frame, type, thickness, n. t. t., column, plate or beam, specified, detail: folding of, abutments in columns and beams, drain, split stone, cut aa of cistern, garden, filling, staircase, cat, detail of column with beam, picture of columns, see table, second section, stair detail, first section, third section, and fourth section, detail of cistern, detail of foundation, cistern, roof, bedroom, second floor, main, corridor, hall, living room, hall , cl., high, wide, glazed and lacquered, windows, wood, glass, sill, height, doors and screens, box vain, room, service, proy. vent

Raw text data extracted from CAD file:

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EN FORMA LONGITUDINAL, EN VIGAS EL ACERO DE REFUERZO UTILIZADO SE ALOJARAN EN EL CONCRETO CON GANCHOS STANDARD, LOS CUALES Y VIGAS, DEBERAN TERMINAR EN LAS DIMENSIONES ESPECIFICADAS Y LOSA DE CIMENTACION, COLUMNA 5 G(cm) 5/8" 35 3/8" 20 3/4" 45 ø 1/2" 25 1/4" 15 NOTA: 1.5 cm. (LIBRES) CORTE A-A ESPESOR DE MURO ELEVACION 5 5 A 5 A VIGA \A1;.1000 \A1;1.75 \A1;.50 \A1;.50 \A1;.1000 \A1;.20 \A1;1.75 \A1;.1000 \A1;.1000 \A1;.1000 \A1;1.78 \A1;1.40 \A1;.15 \A1;.20 \A1;.1000 \A1;.1000 \A1;1.78 \A1;.1000 \A1;.40 \A1;.40 \A1;R 3.15 \A1;1.80 \A1;.55 \A1;1.15 \A1;.85 \A1;.65 \A1;.55 \A1;1.00 \A1;.85 \A1;.65 \A1;.55 \A1;.70 \A1;.80 \A1;.95 \A1;.85 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;.20 \A1;.40 \A1;.40 \A1;.30 \A1;.15 \A1;.40 \A1;.20 \A1;.25 \A1;.25 -153.7073723037293 5d 1/2" -153.7073723037293 -153.7073723037293 4d 1/2" 2 - 2 1 - 1 -131.0108595904755 -131.0108595904755 -131.0108595904755 6 d 1/2" -131.0108595904755 -131.0108595904755 DETALLE SECCIONES 6d 1/2" 4 - 4 3 - 3 -131.0108595904755 -131.0108595904755 -131.0108595904755 8d 1/2" -131.0108595904755 -131.0108595904755 5 - 5 \A1;\Fsimplex.shx;G \A1;1.5 cm. \A1;ESPESOR DE MURO \A1;L \A1;0.20 \A1;0.20 \A1;1.05 \A1;1.05 \A1;.85 \A1;.85 \A1;4.25 \A1;2.10 \A1;3.10 \A1;1.20 \A1;.80 \A1;1.25 \A1;.65 \A1;1.10 \A1;.30 \A1;.20 \A1;.15 \A1;.35 \A1;.30 \A1;.20 \A1;.20 \A1;.15 \A1;.25 \A1;.35 -122.252990462929 -122.252990462929 A -122.252990462929 -122.252990462929 A -122.252990462929 -122.252990462929 -122.252990462929 B -122.252990462929 -122.252990462929 B -122.252990462929 -122.252990462929 A-A VP1 (.30x.35) B -122.252990462929 -122.252990462929 B -122.252990462929 -122.252990462929 C C -122.252990462929 -122.252990462929 7d 5/8" 5d 5/8" 7d 5/8" B-B C-C -122.252990462929 -122.252990462929 -122.252990462929 -122.252990462929 -122.252990462929 \A1;.20 \A1;.15 \A1;.30 \A1;.35 \A1;.35 \A1;.15 \A1;.30 \A1;.20 \A1;1.05 \A1;1.20 \A1;.85 \A1;.95 \A1;4.15 \A1;1.40 -118.1923697295386 -118.1923697295386 -118.1923697295386 -118.1923697295386 -118.1923697295386 -118.1923697295386 -118.1923697295386 -118.1923697295386 VP2(.30x.35) -118.1923697295386 -118.1923697295386 7d 5/8" A-A 7d 5/8" B-B -118.1923697295386 -118.1923697295386 -118.1923697295386 -118.1923697295386 -128.6286335834687 ESC. : 1 / 50 PRIMER TECHO -128.6286335834687 -128.6286335834687 -128.6286335834687 -128.6286335834687 -128.6286335834687 -128.6286335834687 -128.6286335834687 -128.6286335834687 -128.6286335834687 -128.6286335834687 -128.6286335834687 -128.6286335834687 -128.6286335834687 -128.6286335834687 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 1d3/8" 1d1/2" 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" -127.8661423092305 DE TANQUE ELEVADO -127.8661423092305 RECUBRIMIENTOS: ESPECIFICACIONES TECNICAS -129.0994687548755 -129.0994687548755 d3/8"@.25 1d1/2" Abajo d3/8"@.25 X -127.8661423092305 LOSA DE TECHO X d3/8"@.25 d3/8"@.25 DETALLE DE DINTELES RESISTENCIA ACERO SOBRECARGA: CONCRETO - COLUMNAS CONCRETO - VIGAS TECHO 2 PISO TECHO 1 PISO CONCRETO - Sobrecimientos armados RESISTENCIA DE TERRENO: 2.5 Kg/cm2 CONCRETO ARMADO: 200 kg/m2 200 kg/m2 200 kg/m2 f'c = 210 kg/cm2 fy = 4200 kg/cm2 f'c = 210 kg/cm2 TECHO 3 PISO f'c = 175 kg/cm2 -128.780402667736 CORTE X - X Llenar concreto entre muros dentados DETALLE ALIGERADO (TIPICO) 1d 1/4"@.25 (TEMPERATURA) LOSA DE FONDO DE TANQUE ELEVADO -127.8661423092305 d3/8"@.25 d3/8"@.25 -127.8661423092305 d3/8"@.25 d3/8"@.25 -127.8661423092305 -127.8661423092305 -127.8661423092305 -130.013729113381 d3/8" @ .25 -130.013729113381 2d1/2" 2d5/8" -130.013729113381 2d5/8" 2d1/2" -127.8661423092305 -127.8661423092305 -127.8661423092305 -127.8661423092305 HASTA 1.00 (Mts.) HASTA 1.50 HASTA 2.00 CUADRO DE DINTELES L 10 (Cms.) h ø 20 20 2ø5/8" 2ø1/2" 2ø3/8" @.10 s/c Resto EXTERIOR .30 .20 -128.780402667736 d3/8" @ .20 -128.780402667736 INTERIOR .15 .05 .30 .10 .30 .40 d DE VIGUETA .10 REMATE DE COLUMNAS d VIGAS LOSAS Y VIGAS VIGAS PERALTADAS COL. ESTRUCTURALES COL. DE AMARRE ALIGERADOS VIGAS CHATAS ZAPATAS :2 cm. :2 cm. :2 cm. :4 cm. :4 cm. :8 cm. (cm) (cm) 40 1/2" 50 5/8" 60 50 30 3/8" 40 6mm 30 empalmes de refuerzo superior (negativo) en viga a cada lado de una Longitud de 1/4 No se permitirán de luz de la losa o la columna o apoyo @.05 @.15 0.30 COLUM. LOSAS, TRASLAPES Y EMPALMES EN COLUMNAS 6mm d 3/8" tercio central. No se empalmarán más del 50% de la armadura en una misma sección. Los empalmes L se ubicarán en el Rmin. 1.5cm 2.0cm L 10cm 15cm R 0.30 0.30 ESTRIBOS VP1 (.30x.35) VP1 (.30x.35) VP2 (.30x.35) VP2 (.30x.35) 2 2 5 5 5 5 5 5 5 5 5 5 5 5 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 3 3 1 1 1d1/2" 1d3/8" -128.6286335834687 VP2 (.30x.35) 4 4 5 5 5 5 VP2 (.30x.35) SEGUNDO TECHO ESC. : 1 / 50 4 4 -128.6286335834687 3 3 3 3 5 5 5 5 5 1d3/8" 1d1/2" 1d1/2" 1d1/2" -128.6286335834687 4 4 5 5 5 5 2 2 5 5 5 4 4 1d3/8" 1d1/2" 1d1/2" -128.6286335834687 -128.6286335834687 -128.6286335834687 -128.6286335834687 -128.6286335834687 5 5 5 5 5 1d1/2" 1d1/2" 1d3/8" -128.6286335834687 5 5 5 5 1d1/2" 1d3/8" 1d1/2" -128.6286335834687 VP1 (.30x.35) 5 5 5 4 4 VP1 (.30x.35) 1d1/2" 1d1/2" 1d1/2" -128.6286335834687 -128.6286335834687 1 1 5 5 4 4 1d1/2" 1d1/2" 1d1/2" -128.6286335834687 -128.6286335834687 -128.6286335834687 ING. PEDRO RICARDO VEGA HUERTA CIP 52925 ESTRUCTURAS - ALIGERADO BachArq ANTONIO COSSIO ALE VIVIENDA UNIFAMILIAR ESPECIALIDAD: PROFESIONAL: DESARROLLO: UBICACION: PROPIETARIOS: PROYECTO: NOV. 2001 STEPHANY DIBUJO: 5 / 8 PLANO: FECHA: ESCALA: 1 / 50 Urb. PORTALES DE CHAVIN III ETAPA Mz. C-1 lote 5 - SAN MARTIN DE PORRES JOSE A. MARTINEZ CANDELA Y NOEMI SAYAVERDE MARINO \A1;R 3.15 \A1;.1000 \A1;1.75 \A1;.50 \A1;.50 \A1;.1000 \A1;.20 \A1;1.75 \A1;.1000 \A1;.1000 \A1;.1000 \A1;1.78 \A1;1.40 \A1;.15 \A1;.20 \A1;.1000 \A1;.1000 \A1;1.78 \A1;.1000 \A1;.40 \A1;.40 \A1;1.80 \A1;.55 \A1;1.15 \A1;.85 \A1;.65 \A1;.55 \A1;1.00 \A1;.85 \A1;.65 \A1;.55 \A1;.70 \A1;.80 \A1;.95 \A1;.85 \A1;.95 \A1;.70 \A1;.80 \A1;.85 \A1;.85 \A1;.85 \A1;1.80 \A1;R 3.15 \A1;1.00 \A1;1.15 \A1;.55 \A1;.65 \A1;.55 \A1;.65 \A1;.55 5 5 5 5 5 5 5 5 ESC. : 1 / 50 PRIMER PISO 5 5 5 5 BAÑO CONSULTORIO 5 INGRESO 5 COCHERA BAÑO JARDIN NNT ± 0.00 5 TERRAZA SALA 5 5 5 5 5 COMEDOR 5 5 TERRAZA \A1;JUNTA DE DILATACION .03 5 JARDIN 5 PUERTA ENRROLABLE CERAMICO .30x.30 COCINA NFP-0.05 NFP +0.15 NFP -0.05 NNT+ 0.00 BAR DEPOSITO NFP+0.05 NFP +0.05 4.15 0.75 5 5 5 \A1;.15 5 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;2.70 \A1;.15 PROY. TECHO PROY. TECHO PROY. TECHO R 3.15 5 5 5 NFP + 0.10 5 C-C 3-3 5 5 5 C-C 1-1 5 5 5 5 5 NFP + 0.10 5 .50 C-C 2-2 5 NFP + 0.10 5 5 5 5 C-C 4-4 .50 5 5 NFP + 0.10 SISMICA 3Cm. JUNTA DE DILATACION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-C 5-5 .20 .30 .15 1.55 TAPA DE CISTERNA .15 .15 Esc. 1:25 .95 .15 A CORTE A-A .65 .60 .15 .60 .15 d3/8"@.25 2Ø5/8" d3/8"@.25 d3/8"@.25 d3/8"@.25 2Ø5/8" 2Ø5/8" A .075 .05 .30 N.F.P N.P.T. N.J. ESC. 1/25 DETALLE DE SECCIONES SEGUN DETALLE DE ESTRIBOS. PARA LADRILLOS KING KONG DE Fm = 35 Kg/cm ( 1:4 CEMENTO, ARENA) LLENANDO COMPLETAMENTE a COLUMNA COLUMNA a CEMENTO HORMIGON 1:8 + 25% CONCRETO - COLUMNAS LAS JUNTAS VERTICALES Y HORIZONTALES DE DILATACION 1" (USAR TECNOPORT). CONCRETO - SOBRECIMIENTOS ARMADOS RESISTENCIA DE TERRENO: 1.5Kg/cm2 (VER EN OBRA) CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6" MAXIMO ACERO RESISTENCIA MORTERO: CONCRETO - VIGAS CONCRETO ARMADO: CONCRETO CICLOPEO: SOBRECIMIENTO: CIMIENTO: fc = 210 kg/cm2 fy = 4200 kg/cm2 fc = 210 kg/cm2 fc = 140 kg/cm2 3" MEDIANA PIEDRA MAXIMO ESPECIFICACIONES TECNICAS VER CUADRO 0.30 0.10 0.60 0.10 CORTE NF.-1.00 ø1/2" A 0.15 b PARRILLA SOLADO Fc=100Kg/cm2 0.25 0.25 VARIABLE 0.05 b 5 2do. PISO \A1;2 ADIC. \A1;3 @ 0.15 \A1;5 @ 0.10 \A1;1 @ 0.05 \A1;5 @ 0.10 \A1;1 @ 0.05 \A1;0.20 \A1;Rto @ 0.20 ø1/2" A 0.15 PLANTA ø1/2" A 0.15 \A1;.60 3er. PISO \A1;2 ADIC. \A1;3 @ 0.15 \A1;3 @ 0.15 \A1;Rto @ 0.20 \A1;5 @ 0.10 \A1;1 @ 0.05 \A1;5 @ 0.10 \A1;1 @ 0.05 \A1;5 @ 0.10 \A1;3 @ 0.15 DETALLE DE ZAPATAS CUADRO DE ZAPATAS Z-3 Z-2 TIPO Z-1 ESPESOR r(cm.) a 1.3 2.5 2.0 1.25 1.25 1.00 b 1.00 N. T. T. \A1;2 ADIC. 0.80 a 1.00 d dDE COLUMNA,PLACA O VIGA 45° 1/2" 1/4" 3/8" \A1;1 @ 0.05 ESPECIFICADO a(cm.) 45° r 12.5 10.0 6.5 DETALLE : DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS DE d 1" MAX. SUMIDERO 0.30x0.30x0.30 PIEDRA PARTIDA Niv. - 2.65 2.20 Ø3/8"@0.25 1.85 5 0.45 CORTE A-A DE CISTERNA 4Ø1/2" .20 .20 4Ø1/2" Esc. 1:25 Ø3/8"@0.25 5 0.45 Ø3/8"@0.25 Niv.-0.30 N.F.P.-0.05 Jardín 4Ø1/2" .15 0.50 .05 RELLENO DE 2Ø1/2" Ø3/8"@0.25 2Ø5/8" Escalera de gato Ø1/2" Ø3/8"@0.25 .15 .15 1.25 \A1;.20 DETALLE DE COLUMNA CON VIGA \A1;3 @ 0.15 \A1;1 @ 0.05 \A1;5 @ 0.10 \A1;.05 \A1;.10 \A1;.70 \A1;3 @ 0.15 ESC ; 1/25 \A1;.20 \A1;3 @ 0.15 \A1;Rto @ 0.20 CUADRO DE COLUMNAS Confinamiento de estribos, para ambos extremos de la columna y del d el indicado. 2@ 0.05, 4 @ 0.10, 3 @ 0.15, resto @ 0.20 m. Ver cuadro .25 Ver cuadro Estribos d3/8" 4d5/8" C-2 0.30 Ver cuadro Estribos d3/8" 4d5/8" 0.30 0.35 3d5/8" Zuncho d3/8" e=0.075 C-1 0.40 C-5 2 estribos d1/4" Ver cuadro .15 4d5/8" 4d1/2" C-4 C-3 .25 \A1;0.40 0.30 2d1/2" 2 estribos d1/4" .15 6d5/8" C-8 C-6 C-7 .25 Ver cuadro Estribos d1/4" 4d3/8" .15 C-9 5 6d5/8" 0.40 6d5/8" Estribos d3/8" Ver cuadro 0.30 .15 4d1/2" Estribos d1/4" Ver cuadro .30 Estribos d3/8" Ver cuadro 0.40 .25 .15 2d1/2" 3d1/2" .80 ø1/2"@0.25 ø3/8"@0.25 4.955418983290031 .18 SEGUNDO TRAMO V-100 ø3/8"@0.25 ø3/8"@0.25 .25 .175 ø1/2"@0.25 ø1/2"@0.25 ø1/2"@0.25 V-8 -2.163801886975136 -2.496057862956349 DETALLE DE ESCALERA -2.496057862956349 -2.496057862956349 .18 E=0.15 (TIPICO) ø1/2"@0.25 ø1/2"@0.25 ø3/8"@0.25 -2.163801886975136 E=0.15 (TIPICO) V-100 ø1/2"@0.25 ø3/8"@0.25 -2.163801886975136 -2.163801886975136 PRIMER TRAMO E=0.15 (TIPICO) .70 .40 .20 VIGA 6ø1/2" ø3/8"@0.25 .25 6ø1/2" 8.938666022962025 .15 6ø1/2" ø3/8"@0.25 7ø1/2" .183 TERCER TRAMO Y CUARTO TRAMO 5 C-1 C-1 C-2 C-3 C-4 C-5 C-6 C-6 C-6 C-6 C-6 C-7 C-7 C-7 C-7 C-7 C-7 C-8 C-8 C-9 C-9 C-9 C-9 C-9 C-6 DETALLE DE CISTERNA DETALLE DE CIMENTACION NFP +0.15 NFP +0.15 NFP +0.15 NFP +0.15 NFP +0.05 5 5 5 NFP +0.175 5 5 -1.800081931928588 -1.800081931928588 -1.800081931928588 -1.800081931928588 CISTERNA Cap.= 3.35 m3 -1.800081931928588 -1.800081931928588 5 5 5 5 5 5 5 5 AZOTEA NPT + 5.80 5 5 5 5 5 5 5 5 5 P5 A 5 5 ESC. : 1 / 50 PRIMER PISO P6 C V7 V5 P4 5 5 5 5 9 8 NPT +.10 BAÑO CONSULTORIO 5 P1 INGRESO 7 1 4 5 6 1 2 3 5 P2 COCHERA BAÑO P4 JARDIN NPT ± 0.00 C C 5 V5 TERRAZA V4 NPT +0.20 SALA M2 5 5 DORMITORIO 5 SEGUNDO PISO ESC. : 1 / 50 5 5 M4 A 5 5 5 V6 5 A 5 10 5 V7 9 PRINCIPAL DORMITORIO 5 P2 P7 CORREDOR HALL NPT + 3.10 V11 11 12 13 15 14 ESTAR SALA DE V9 P8 CL. P7 5 C 5 5 5 C 5 5 5 5 C TIPO ALTO 2.10 2.40 1.00 ANCHO P2 P3 P1 2.65 0.70 P4 P5 4.05 P6 APANELADA Y LAQUEADA APANELADA Y LAQUEADA 5 5 5 5 5 3.35 5 5 5 B V1 5 5 5 COMEDOR NPT + 0.20 5 5 A M1 TERRAZA 5 P3 \A1;JUNTA DE DILATACION .03 B B 5 JARDIN 5 5 P7 V12 CL. DORMITORIO M3 P7 10 9 12 11 14 DORMITORIO A 20 18 17 16 15 19 5 B B 5 A 23 24 21 22 B VENTANAS madera,vidrio madera,vidrio madera,vidrio madera,vidrio madera,vidrio madera,vidrio madera,vidrio madera,vidrio madera,vidrio madera,vidrio madera,vidrio madera,vidrio TIPO ALFEIZAR 1.00 1.45 ALTURA V1 V2 3.65 ANCHO 1.00 0.80 1.70 0.80 2.00 0.90 0.90 2.00 1.15 1.70 0.30 1.50 1.60 1.60 0.30 2.50 2.30 V12 V9 V8 V4 V6 V7 V5 V11 V10 3.50 2.10 0.80 2.30 3.15 2.00 0.60 4.05 0.95 1.40 1.50 V3 PUERTAS Y MAMPARAS CUADRO DE VANOS CUADRO DE VANOS TERRAZA PUERTA ENRROLABLE madera,vidrio 1.80 V13 1.20 0.90 1.50 V3 CERAMICO .30x.30 COCINA NPT + 0.20 P2 5 P2 NPT +0.00 BAÑO CL. CL. NPT +0.20 NPT +0.00 NPT + 0.20 NPT + 0.10 P7 P4 CUARTO DE SERVICIO BAÑO BAR ESC. : 1 / 50 AZOTEA V 2 DEPOSITO NPT +0.10 NPT +0.10 4.15 0.75 5 5 5 BAÑO 5 \A1;.15 5 5 5 5 5 5 5 5 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;2.70 \A1;.15 \A1;.15 2.85 5 5 5 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 2.80 3.25 5 5 .15 \A1;.15 \A1;.15 .15 5 2.85 5 5 5 \A1;.15 \A1;.15 \A1;.15 5 5 5 5 \A1;.15 \A1;.15 \A1;.15 \A1;.15 5 5 V8 V8 V10 V13 V8 P4 PROY. TECHO PROY. TECHO P7 PROY. TECHO PROY. VENT. 1.45 1.00 1.00 0.90 2.10 0.90 0.80 2.10 2.05 2.40 0.80 P7 2.10 APANELADA Y LAQUEADA APANELADA Y LAQUEADA APANELADA Y LAQUEADA APANELADA Y LAQUEADA APANELADA Y LAQUEADA APANELADA Y LAQUEADA APANELADA Y LAQUEADA APANELADA Y LAQUEADA APANELADA Y LAQUEADA 2.50 2.05 M4 2.65 M3 2.40 2.10 2.70 3.35 M2 M1 2.10 \A1;3.05 \A1;3.10 E-2 E-1 E-1 E-1 E-2 E-2 5 R 3.15 R 3.15 R 3.15 2.70 APANELADA Y LAQUEADA 2.10 P7 0.80 APANELADA Y LAQUEADA 2.10 P8 0.85 5 5 R 3.15 ESC. : 1 / 50 PRIMER TECHO 5 5 5 5 5 5 1.00 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 1d3/8" 1d1/2" 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 DE TANQUE ELEVADO 1.75 RECUBRIMIENTOS: ESPECIFICACIONES TECNICAS 5 5 d3/8"@.25 1d1/2" Abajo d3/8"@.25 X 5 LOSA DE TECHO X d3/8"@.25 d3/8"@.25 DETALLE DE DINTELES RESISTENCIA ACERO SOBRECARGA: CONCRETO - COLUMNAS CONCRETO - VIGAS TECHO 2 PISO TECHO 1 PISO CONCRETO - Sobrecimientos armados RESISTENCIA DE TERRENO: 2.5 Kg/cm2 CONCRETO ARMADO: 200 kg/m2 200 kg/m2 200 kg/m2 f'c = 210 kg/cm2 fy = 4200 kg/cm2 f'c = 210 kg/cm2 TECHO 3 PISO f'c = 175 kg/cm2 .20 CORTE X - X Llenar concreto entre muros dentados DETALLE ALIGERADO (TIPICO) 1d 1/4"@.25 (TEMPERATURA) LOSA DE FONDO DE TANQUE ELEVADO 1.75 d3/8"@.25 d3/8"@.25 5 d3/8"@.25 d3/8"@.25 5 5 1.78 1.40 d3/8" @ .25 .15 2d1/2" 2d5/8" .20 2d5/8" 2d1/2" 5 5 1.78 5 HASTA 1.00 (Mts.) HASTA 1.50 HASTA 2.00 CUADRO DE DINTELES L 10 (Cms.) h ø 20 20 2ø5/8" 2ø1/2" 2ø3/8" @.10 s/c Resto EXTERIOR .30 .20 .40 d3/8" @ .20 .40 INTERIOR .15 .05 .30 .10 .30 .40 d DE VIGUETA .10 REMATE DE COLUMNAS d VIGAS LOSAS Y VIGAS VIGAS PERALTADAS COL. ESTRUCTURALES COL. DE AMARRE ALIGERADOS VIGAS CHATAS ZAPATAS :2 cm. :2 cm. :2 cm. :4 cm. :4 cm. :8 cm. (cm) (cm) 40 1/2" 50 5/8" 60 50 30 3/8" 40 6mm 30 empalmes de refuerzo superior (negativo) en viga a cada lado de una Longitud de 1/4 No se permitirán de luz de la losa o la columna o apoyo @.05 @.15 0.30 COLUM. LOSAS, TRASLAPES Y EMPALMES EN COLUMNAS 6mm d 3/8" tercio central. No se empalmarán más del 50% de la armadura en una misma sección. Los empalmes L se ubicarán en el Rmin. 1.5cm 2.0cm L 10cm 15cm R 0.30 0.30 ESTRIBOS VP1 (.30x.35) VP1 (.30x.35) VP2 (.30x.35) VP2 (.30x.35) 2 2 5 5 5 5 5 5 5 5 5 5 5 5 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 3 3 3 1 1 1d1/2" 1d3/8" 5 VP2 (.30x.35) 4 4 5 5 5 5 VP2 (.30x.35) SEGUNDO TECHO ESC. : 1 / 50 4 4 5 3 3 3 3 5 5 5 5 5 1d3/8" 1d1/2" 1d1/2" 1d1/2" 5 4 4 5 5 5 5 2 2 5 5 5 4 4 1d3/8" 1d1/2" 1d1/2" 5 5 5 5 R 3.15 5 5 5 5 5 1d1/2" 1d1/2" 1d3/8" 1.00 5 5 5 5 1d1/2" 1d3/8" 1d1/2" 5 VP1 (.30x.35) 5 5 5 4 4 VP1 (.30x.35) 1d1/2" 1d1/2" 1d1/2" 5 5 1 1 5 5 4 4 1d1/2" 1d1/2" 1d1/2" 5 5 5

Language	Spanish
Drawing Type	Plan
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Steel, Wood, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park, Garage
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, city, developed, dimensions, dwelling unit, DWG, Family, family house, haus, house, house room, HOUSES, lima, logement, lot, maison, plan, residên, residence, roof, story, unidade de moradia, villa, wohnung, wohnung einheit