Multifamily Housing 2 Level DWG Block for AutoCAD

Multifamily Housing 2 Level DWG Block for AutoCAD

Plant – cut – facade – Foundation Pile – Structure – Equipment

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

american standard, porcelain – white, elevation, beam, corrugated iron, standard hooks on rods, in the table shown., longitudinally, on beams, the reinforcement steel used, will be housed in the concrete with standard hooks , which, and beams, should end in, the specified dimensions, and foundation slab, column, note :, long. of, splice, dde column, plate or beam, box vain, width, wood and glass, see cut, height, sill, windows, type, rolling, doors, high, plywood, folding iron grate, openwork iron, trade, living room – dining room, hall, living room, ceramic floor celima, kitchen, living room, patio, gym, roof, plant: first floor, floor: second floor, floor: third floor, floor: roof, bedroom, sshh., proy. teatina, proy. wooden joists, cl., proy. cantilever, landscaped, garden, sh., parking, lift fence, court c – c, npt., court b – b, corridor, dining room, court a – a, lcq., circulation, double row brick, confectioner, tarrajedo and painted, light beige, circular column, terracotta color, structure. of iron and glass, teatina, elevated eternit tank, plant: foundation, bath, dilatation board, filling, step on, foundation of, staircase, cistern, exterior, fill concrete between jagged walls, interior, column top, rest, in columns, abutments, slabs and beams, slabs, columns, beams, overlaps and joints, will be located in the, the joints l, central third., same section., armor in one, will not be spliced, column or support , of light of the slab or, will not be allowed, beam on each side of, splices of reinforcement, rmin., square of lintels, detail of lintels, square of columns, dimension, first section, staircase first floor, second section, staircase second and third floor, second and third floor stairs, foundation, overflow, abutments in columns., concentration detail, first level, according to splices, column, third level, second level, cistern, nj, cut to, npt, nfp, b cut, zardinel detail, x – x cut, stuffing, split stone, box sump, grid, sanitary lid, cistern formwork, wall, sanitary, lid, plant: tank lid, vertical and horizontal joints, filling completely, mortar :, technical specifications, sobrecimiento :, concrete ciclopeo :, resistance, reinforced concrete: , foundation:, concrete – beams, concrete – columns, steel, concrete – reinforced piles, flat beams, lightened, banked beams, col. structural, col. mooring, coverings, shoes, overload :, cut c, according to detail of stirrups., cut, see picture, grille, plant, shoe frame, shoe detail, variable, thickness, cut and and, lifting plate, cut aa , thickness of wall, lightened: first floor, lightened: second floor, lightened: third floor, hollow brick, detail of lightened, of plates and walls of concrete, horizontal reinforcement anchor, detail meeting of beams, the same section., reinforcement , empty, empty, ladder, duct, slab, joists, lightened, joist, court x, lightened for, elevated tank, upper, lower, multifamily housing and commerce, scale, date, mrs. liz alvarado ramirez, structure: lightened, mirella aranda castle, development, location, professional, specialty, project, owner, detail of standard hook, detail of bending of stirrups, columns and beams, foundation plane, structuring plane

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: \A1;L \A1;0.20 \A1;0.20 \A1;\Fsimplex.shx;G 3/8" d Long. de 0.40 empalme 1/2" 0.70 0.55 3/4" 5/8" 1" 1.50 0.85 \A1;.80 \A1;.50 \A1;.15 \A1;.10 \A1;.10 \A1;.05 \A1;.35 \A1;.50 \A1;.05 \A1;.10 \A1;.10 \A1;.15 \A1;.50 \A1;.80 \A1;.15 \A1;.20 \A1;.25 \A1;.05 \A1;.10 \A1;.60 \A1;.80 \A1;3.00 \A1;3.00 \A1;2.60 \A1;4.10 \A1;2.60 \A1;4.10 \A1;1.98 \A1;3.75 \A1;2.65 \A1;1.55 \A1;1.98 \A1;1.78 \A1;1.05 \A1;2.23 \A1;3.20 \A1;4.30 \A1;2.15 \A1;3.00 \A1;1.55 \A1;1.45 \A1;.40 \A1;.40 \A1;.15 \A1;.15 \A1;.40 \A1;.15 \A1;.30 \A1;.30 \A1;.15 \A1;.15 \A1;.25 \A1;.15 \A1;.15 \A1;.30 \A1;.15 \A1;.20 \A1;1.75 \A1;.15 \A1;.15 \A1;.25 \A1;.20 \A1;.20 \A1;.25 \A1;.166 \A1;.25 \A1;.90 \A1;.90 \A1;.25 \A1;.15 \A1;.15 \A1;.15 \A1;.50 \A1;.80 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\A1;.80 \A1;.50 \A1;.10 \A1;.05 \A1;.15 \A1;.50 \A1;.05 \A1;.10 \A1;.10 \A1;.80 \A1;.60 \A1;.10 \A1;h \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.20 \A1;.30 \A1;.05 \A1;.10 \A1;.10 \A1;.05 \A1;1.20 \A1;1.20 \A1;0.50 \A1;2.10 \A1;a \A1;0.10 \A1;0.05 \A1;VER CUADRO \A1;0.25 \A1;0.10 \A1;0.60 \A1;0.30 \A1;b \A1;0.25 \A1;a \A1;ESPESOR \A1;.50 \A1;2.10 \A1;.80 \A1;.10 \A1;.60 \A1;2.20 \A1;1.5 cm. \A1;ESPESOR DE MURO \A1;.20 \A1;.05 \A1;.10 \A1;.30 \A1;.15 \A1;.50 \A1;.80 \A1;0.15 \A1;1.60 \A1;0.15 \A1;1.00 \A1;0.15 \A1;a \A1;r \A1;ESPECIFICADO 45° -30.88167272389009 \A1;ESPECIFICADO dDE COLUMNA,PLACA O VIGA 45° -30.88167272389009 5 5 5 5 5 5 5 5 5 5 \A1;m \A1;L/3 \A1;L/4 \A1;m \A1;L/4 \A1;L/3 \A1;L/4 \A1;L/4 \A1;L/3 \A1;H \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.60 \A1;0.60 \A1;1.05 \A1;0.60 \A1;0.50 \A1;0.50 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;.30 \A1;0.15 \A1;.05 \A1;.10 \A1;.30 \A1;.10 \A1;.10 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.70 \A1;0.70 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\A1;2.65 \A1;3.20 \A1;2.15 \A1;4.10 \A1;2.60 \A1;3.75 \A1;1.98 \A1;2.23 \A1;1.05 \A1;4.30 \A1;1.55 \A1;3.00 \A1;1.45 \A1;3.00 \A1;3.00 \A1;1.45 \A1;3.00 \A1;1.55 \A1;4.30 \A1;1.05 \A1;2.23 \A1;1.98 \A1;3.75 \A1;2.60 \A1;4.10 \A1;2.15 \A1;3.20 \A1;2.65 \A1;1.55 \A1;1.98 \A1;1.78 \A1;2.60 \A1;4.10 \A1;3.00 \A1;3.00 \A1;1.45 \A1;3.00 \A1;1.55 \A1;4.30 \A1;1.05 \A1;2.23 \A1;1.98 \A1;3.75 \A1;2.60 \A1;4.10 \A1;2.15 \A1;3.20 \A1;2.65 \A1;1.55 \A1;1.98 \A1;1.78 \A1;2.60 \A1;4.10 \A1;1.78 \A1;2.55 \A1;2.10 \A1;2.55 \A1;1.42 \A1;4.30 \A1;1.05 \A1;2.23 \A1;1.98 \A1;3.75 \A1;2.60 \A1;4.10 CUADRO DE VANOS V5 V6 P4 2.20 1.10 1.10 2.17 1.20 0.66 1.20 P1 P3 P2 ANCHO 0.95 0.70 3.15 V4 V3 V2 V1 MADERA Y VIDRIO MADERA Y VIDRIO 1.00 2.10 2.10 1.90 1.30 ver corte 1.30 0.50 0.40 ANCHO ALTURA 1.00 0.30 ALFEIZAR CUADRO DE VANOS VENTANAS TIPO 2.45 ENRROLLABLE PUERTAS 2.30 2.10 2.30 ALTO TIPO CONTRAPLACADA REJA DE FIERRO PLEGADIZA FIERRO CALADO MADERA Y VIDRIO MADERA Y VIDRIO MADERA Y VIDRIO MADERA Y VIDRIO COMERCIO SALA - COMEDOR M1 HALL ESTAR 02 01 03 04 05 06 07 08 09 P1 P3 P2 P4 P5 01 02 .30x.30 PISO CERAMICO CELIMA NPT.± 0.00 01 02 NPT.+0.15 NPT.+0.30 COCINA SALA DE PATIO NPT.+0.15 V6 GIMNASIO 01 V1 V3 V4 V5 V7 V8 P5 P5 P3 P3 01 02 03 04 05 06 07 P3 P3 07 06 05 04 03 02 08 09 10 11 12 13 14 15 16 17 05 04 03 01 02 09 08 07 06 NPT.+3.00 HALL 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 P3 P3 AZOTEA 5 5 5 PLANTA: PRIMER PISO ESC: 1/50 ESC: 1/50 PLANTA: SEGUNDO PISO PLANTA: TERCER PISO ESC: 1/50 ESC: 1/50 PLANTA: AZOTEA 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 50 49 48 47 46 45 44 43 42 38 37 36 35 40 39 41 DORMITORIO DORMITORIO SSHH. SSHH. DORMITORIO DORMITORIO SSHH. SSHH. HABITACION 01 SSHH. SSHH. SSHH. SSHH. HABITACION 03 HABITACION 04 P3 NPT.+5.70 PROY. TEATINA PROY. VIGUETAS DE MADERA 1-1 1-1 1-1 1-1 1-1 1-1 V9 V10 P5 P5 V2 V2 V11 P5 P3 V12 V13 V13 V5 V5 V5 V5 V8 P7 V8 V8 V9 HABITACION 02 V8 V13 V13 V12 CL. CL. CL. CL. CL. V11 P3 P5 P5 P3 P5 CL. CL. CL. CL. V10 V14 V14 V14 V14 BARANDA MADERA CAOBA 2"x10" P5 HABITACION 05 CL. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PROY. VOLADIZO REJA DE FIERRO PLEGADIZA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1-1 1-1 5 5 5 5 5 5 5 5 5 5 1-1 1-1 5 5 5 5 5 1-1 5 1-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1-1 1-1 5 5 5 5 5 5 5 5 1-1 1-1 5 1-1 5 5 5 1-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1-1 1-1 5 5 5 5 5 5 5 5 5 5 1-1 1-1 5 1-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P7 P7 P7 APANELADA 2.10 0.90 P5 2.10 0.80 P6 2.10 0.872 P7 MADERA Y VIDRIO 2.30 1.50 M1 P6 CONTRAPLACADA APANELADA MADERA Y VIDRIO 1.10 1.20 0.722 V7 MADERA Y VIDRIO 0.50 1.80 1.422 V8 MADERA Y VIDRIO 0.50 2.00 2.538 V9 MADERA Y VIDRIO 1.00 1.30 1.00 V10 MADERA Y VIDRIO 2.10 0.40 0.70 V11 MADERA Y VIDRIO 2.10 0.40 0.80 V12 MADERA Y VIDRIO 1.00 1.30 1.25 V13 MADERA Y VIDRIO 2.10 0.40 1.00 V14 ver corte 5 5 5 FAROLA/ESTRUC. METALICA Y VIDRIO PROY. VIGUETAS DE MADERA NPT.+8.40 AZOTEA JARDIN SH. SH. ESTACIONAMIENTO ELEVACION ESC: 1/50 ESC: 1/25 ELEVACION CERCO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE C - C ESC: 1/50 ±0.00m NPT. NPT. ±0.00m NPT. ±0.00m ±0.00m NPT. CORTE B - B ESC: 1/50 ±0.00m NPT. NPT. ±0.00m NPT. ±0.00m ±0.00m NPT. 5 5 5 5 5 5 5 5 ±0.00m NPT. NPT. ±0.00m NPT. ±0.00m ±0.00m NPT. DORMITORIO HALL CL. DORMITORIO DORMITORIO CORREDOR COMERCIO COMEDOR AZOTEA COCINA GIMNASIO DORMITORIO DORMITORIO HABITACION 01 HABITACION 02 ESC: 1/50 CORTE A - A SALA - COMEDOR SH. GIMNASIO DORMITORIO LCQ. LCQ. SH. HALL HABITACION 2 AZOTEA AZOTEA CIRCULACION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DOBLE HILERA DE LADRILLO PASTELERO TUB. Fe° d:2" PINTADO/EPOXICA/VERDE NILO TUB. Fe° d:2" PINTADO/EPOXICA/VERDE NILO TUB. Fe° SEC. CUADRADA :2" PINTADO/EPOXICA/VERDE NILO TARRAJEDO Y PINTADO COLOR BEIGE CLARO COLUMNA CIRCULAR COLOR TERRACOTA 5 ESTRUC. DE FIERRO Y VIDRIO PINTADO/EPOXICA/VERDE NILO TEATINA PASAMANOS TUB. Fe° d:2" PINTADO/EPOXICA/VERDE NILO ±0.00m NPT. NPT. ±0.00m NPT. ±0.00m ±0.00m NPT. TANQUE ELEVADO DE ETERNIT PROY. VIGUETAS DE MADERA 5 5 c/u 5 5 d: 0.40 mts. 5 5 5 5 5 5 COMERCIO SALA - COMEDOR NPT.± 0.00 NPT.+0.15 NPT.+0.30 SALA DE PATIO NPT.+0.15 GIMNASIO 01 PLANTA: CIMENTACION ESC: 1/50 COCINA JARDIN BAÑO NPT.+0.30 .20 .05 .10 .30 SISMICA 3Cm. JUNTA DE DILATACION NPT. +0.30 .15 NTN.±0.00 N.F.C.-0.90 .50 CC1 .80 Relleno Grada en Cimiento de escalera escalera Cimiento de Cimiento de cisterna BAÑO C1 CC1 CC1 CC1 CC1 CC4 CC4 CC4 CC7 CC6 CC6 CC7 CC7 CC1 CC5 CC5 CC5 CC5 CC7 CC2 CC1 CC1 CC5 CC5 CC7 CC7 CC8 CC5 CC2 CC1 CC9 CC3 CC3 CC3 CC3 CC5 CC10 CC10 CC5 C2 C1 C1 C1 C3 C4 C4 C1 C1 C2 C6 C2 C2 C2 C2 C1 C1 C6 C7 C5 C5 C8 C6 CC11 CC11 CC3 CC3 B A P1 5 5 5 5 5 .80 CC2 .50 N.F.C.-0.90 NTN.±0.00 .15 NPT. +0.15 JUNTA DE DILATACION SISMICA 3Cm. .10 .10 .05 .35 .50 .05 .10 .10 SISMICA 3Cm. JUNTA DE DILATACION NPT. +0.00 .15 NTN.±0.00 N.F.C.-1.05 .50 CC3 .80 .15 NPT.+0.30 .20 .25 .05 .10 NPT.+0.30 N.F.C.-0.90 .60 CC4 .80 EXTERIOR Llenar concreto entre muros dentados INTERIOR REMATE DE COLUMNAS 0.30 0.30 0.30 @.15 Resto s/c @.10 @.05 EN COLUMNAS ESTRIBOS LOSAS Y VIGAS LOSAS, d 30 (cm) COLUM. (cm) VIGAS 30 40 TRASLAPES Y EMPALMES se ubicarán en el Los empalmes L tercio central. misma sección. armadura en una más del 50% de la No se empalmarán 15cm 3/8" 10cm 6mm L d la columna o apoyo de luz de la losa o No se permitirán una Longitud de 1/4 viga a cada lado de superior (negativo) en empalmes de refuerzo 50 60 40 50 5/8" 6mm 1/2" 3/8" 2.0cm 1.5cm Rmin. R 2ø3/8" 2ø1/2" 2ø5/8" ø CUADRO DE DINTELES DETALLE DE DINTELES HASTA 2.00 HASTA 1.50 h L (Mts.) HASTA 1.00 20 20 (Cms.) 10 D B A 5 5 2 1 5 5 2 1 5 5 4 5 5 5 4 5 5 5 5 5' 6 5 5 6 5 7 5 8 5 5 A 5 8 A' C 5 D 9 C2 C2 C6 C6 C6 C6 C-2 4d5/8"+2d 1/2" CUADRO DE COLUMNAS TIPO DIMENSION ESTRIBOS RESTO .20 d1/4" 1@.05, 4@.10, 1@.15 4d5/8"+4d1/2" C-1 .40 .40 .15 .15 .40 .15 C-3 C-4 C-5 C-6 C-7 .30 .30 .15 .15 .25 .15 .15 .30 .15 d1/4" 1@.05, 4@.10, 1@.15 RESTO .20 d1/4" 1@.05, 4@.10, 1@.15 RESTO .20 d1/4" 1@.05, 4@.10, 1@.15 RESTO .20 d1/4" 1@.05, 4@.10, 1@.15 RESTO .20 d1/4" 1@.05, 4@.10, 1@.15 RESTO .20 ZUNCHOS d1/4" @.15 6d1/2"+ 3d3/8" 4d1/2"+4d3/8" 4d1/2" 4d1/2" 5d1/2" .20 1.75 PLANTA P-1 .15 .15 .25 .20 45° 45° 90° 4d1/2" 4d3/8" 4d1/2" 2d5/8" 2d5/8" 4d5/8" 2d1/2" PRIMER TRAMO ESCALERA PRIMER PISO ø3/8"@0.25 \A1;d1/2"@.25 \A1;d1/2"@.25 .20 .25 .166 e=.15 ø3/8"@0.25 \A1;d1/2"@0.25 \A1;d1/2"@0.25 \A1;d3/8"@0.25 \A1;d1/2"@0.25 .25 .90 .90 .25 V.205 V.203 .15 .15 \A1;RELLENO \A1;RELLENO ø3/8"@0.25 ø1/2"@0.25 \A1;d3/8"@0.25 \A1;d1/2"@0.25 \A1;d1/2"@0.25 .15 .50 .80 V.205 V.203 .25 ø3/8"@0.25 \A1;d1/2"@.25 ø3/8"@0.25 \A1;d1/2"@0.25 .25 .50 \A1;d3/8"@0.25 \A1;d1/2"@0.25 .15 .25 .168 .20 \A1;d1/2"@.25 \A1;d1/2"@.25 \A1;d1/2"@.25 .25 e=.15 .25 .50 .15 .25 .60 .60 .25 .20 \A1;d3/8"@0.25 \A1;d1/2"@.25 \A1;d1/2"@0.25 \A1;d1/2"@.25 \A1;d3/8"@0.25 \A1;d1/2"@0.25 \A1;d1/2"@0.25 ø3/8"@0.25 e=.15 V.205 V.203 .25 .168 ESCALERA PRIMER PISO SEGUNDO TRAMO ESCALERA SEGUNDO Y TERCER PISO SEGUNDO TRAMO PRIMER TRAMO ESCALERA SEGUNDO Y TERCER PISO .05 4 A .10 .10 .10 3 @ .25 0.30 0.30 CIMIENTO SOBRECIMIENTO 7 @ .10 DE ESTRIBOS EN COLUMNAS. DETALLE DE CONCENTRACION PRIMER NIVEL .05 4 A .10 .20 .15 RESTO A .20 4 A .10 .05 .15 SEGUN EMPALMES RESTO A .20 COLUMNA RESTO A .20 .15 RESTO A .20 COLUMNA .15 4 A .10 TERCER NIVEL SEGUNDO NIVEL .20 .30 .30 RESTO A .20 .15 RESTO A .20 SEGUN EMPALMES .15 .05 4 A .10 COLUMNA .05 4 A .10 .20 .05 .25 .25 CISTERNA Cap.= 3.35 m3 .40 .15 Malla ¢ 3/8" @.30 N.P.T+0.15 N.J. ESC. 1/25 CORTE A .166 .15 Malla ¢ 3/8" @.30 N.P.T. N.F.P N.J. ESC. 1/25 CORTE B DETALLE DE ZARDINEL CORTE X - X 1.80 .45 .25 .15 1d 3/8" RELLENO DE DE d 1" MAX. PIEDRA PARTIDA CAJA SUMIDERO .45 DE .30x.30x.30 3/8" @ 0.25 5 3/8" @ 0.20 3/8" @ 0.25 REJILLA TAPA .60x.60 TAPA SANITARIA 0 / .15 .15 .45 5 .15 2.50 3/8" @ 0.25 3/8" @ 0.20 .45 5 3/8" @ .25 .15 .45 ENCOFRADO DE CISTERNA ESC ; 1/25 .15 1.00 .15 .15 .15 1.00 MURO d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 MURO SANITARIA X TAPA .50 .50 2Ø1/2" 50 .50 X MURO MURO ESC : 1/25 PLANTA : TAPA DE CISTERNA CC-5 .15 .80 .50 NPT.+0.30 .10 .05 N.F.C.-0.90 .80 CC6 .60 N.F.C.-0.90 .10 .05 .25 .20 NPT.+0.30 .15 N.J. .15 NPT.+0.30 .20 .25 .05 .10 N.F.C.-0.90 .60 CC7 .80 NPT.+0.15 .05 .10 NPT.+0.15 .50 .80 .15 CC8 N.F.C.-0.90 .80 CC9 .60 N.F.C.-1.05 .10 .10 .05 .15 NPT.+0.30 NPT. +0.00 .50 N.F.C.-1.05 .80 .50 NPT.+0.00 .10 .05 NPT. +0.00 .15 .50 .05 .10 .10 .80 N.F.C.-1.05 .60 CC11 N.J. CC10 .10 DE DILATACION 1" (USAR TECNOPORT). 35 Kg/cm2 ( 1:4 CEMENTO, ARENA) LAS JUNTAS VERTICALES Y HORIZONTALES LLENANDO COMPLETAMENTE MORTERO: PARA LADRILLOS KING KONG DE F'm = ESPECIFICACIONES TECNICAS f'c = 175 kg/cm2 f'c = 175 kg/cm2 f'c = 175 kg/cm2 fy = 4200 kg/cm2 PIEDRA MEDIANA 3"MAX. SOBRECIMIENTO: CEMENTO HORMIGON 1:8 + 25% CONCRETO CICLOPEO: RESISTENCIA CONCRETO ARMADO: PIEDRA GRANDE 6" MAX. CIMIENTO: CONCRETO - VIGAS CONCRETO - COLUMNAS ACERO CEMENTO HORMIGON 1:10 + 30% RESISTENCIA DE TERRENO: 2.5 Kg/cm2 CONCRETO - Sobrecimientos armados :2 cm. VIGAS CHATAS ALIGERADOS VIGAS PERALTADAS COL. ESTRUCTURALES COL. DE AMARRE RECUBRIMIENTOS: ZAPATAS :2 cm. :8 cm. :2 cm. :4 cm. :4 cm. SOBRECARGA: 200 kg/m2 TECHO 2 PISO TECHO 1 PISO 200 kg/m2 TECHO 3 PISO 200 kg/m2 h 5 5 Z1 5 5 C .20 .30 N.P.T+.0.00 .05 .10 .10 .05 N.F.P N.F.P CORTE C ESC. 1/25 N.P.T+.0.15 N.P.T+0.00 5 5 Z1 Z1 5 5 Z2 JARDIN JARDIN a 0.10 SEGUN DETALLE DE ESTRIBOS. CORTE 0.05 VER CUADRO SOLADO Fc=100Kg/cm2 0.25 NF.-1.20 0.10 0.60 0.30 b PARRILLA 0.25 ø1/2" A 0.15 a COLUMNA PLANTA ø1/2" A 0.15 CUADRO DE ZAPATAS DETALLE DE ZAPATAS VARIABLE ESPESOR .50 1.20 Z-2 Z-1 TIPO 2.10 1.20 b a .50 2.10 Z-2 CORTE Y-Y \A1;t .80 .10 .60 5 Y Y ELEVACION DE PLACA N.P.T+0.00 N.F.C.-1.05 ø1/2"@0.25 \A1;d3/8"@.25 ø1/2" A 0.15 PARRILLA \A1;d1/2"@.25 \A1;d3/8"@.25 1.5 cm. (LIBRES) CORTE A-A ESPESOR DE MURO Z-2 \A1;d3/8"@0.25 C6 C6 C6 C6 ALIGERADO: PRIMER PISO ESC: 1/50 ESC: 1/50 ALIGERADO: SEGUNDO PISO ESC: 1/50 ALIGERADO: TERCER PISO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .30 0.15 .05 .10 Temp. 1/4" @ .30 ambos sentidos .30 .10 F° d .10 ladrillo hueco .30x.30x.15 ESC : 1/10 DETALLE DE ALIGERADO DE PLACAS Y MUROS DE CONCRETO ANCLAJE DE REFUERZO HORIZONTAL (Tip.) .20 .20 .20 .20 (Tip.) .10(TIPICO) DETALLE ENCUENTRO DE VIGAS .35 .35 .35 ESC: 1/25 .35 NOTA: .- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN VALORES DE a (mts.) 3/4" .65 1" UNA MISMA SECCION. 1.15 REFUERZO 1/2" 5/8" 3/8" d .40 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 5 5 V.100 (.15 x .30) V.100 (.15 x .30) A V.100 (.15 x .30) V.101 (.40 x .20) V.100 (.15 x .30) V.101 (.40 x .20) V.100 (.15 x .30) V.100 (.15 x .30) V.100 (.15 x .30) V.100 (.15 x .30) V.100 V.100 VACIO VACIO VACIO DE B C D V.100 (.15 x .30) V.100 (.15 x .30) ESCALERA V.100 (.15 x .30) V.100 V.100 DUCTO V.100 V.102 V.102 V.102 (.25x.20) VB V.100 V.100 (.15 x .30) V.100 (.15 x .30) V.104 (.30 x .20) V.100 (.15 x .30) V.100 (.15 x .30) V.100 V.100 (.15 x .30) V.101 (.40 x .20) V.101 (.40 x .20) 1ø3/8" V.103 (.50 x .20) V.103 (.50 x .20) V.104 (.30 x .20) V.100 V.105 (.15 x .20) V.105 V.100 V.200 V.200 V.204 (.30 x .20) V.203 (.50 x .20) V.203 (.50 x .20) 1ø1/2" V.201 (.40 x .20) V.201 (.40 x .20) V.200 (.15 x .30) V.200 V.200 (.15 x .30) V.200 (.15 x .30) V.204 (.30 x .20) V.200 (.15 x .30) V.200 (.15 x .30) V.200 (.15 x .30) V.200 VB V.200 DUCTO V.200 V.200 V.200 (.15 x .30) V.200 (.15 x .30) V.200 (.15 x .30) D C G VACIO VACIO V.200 V.200 V.200 (.15 x .30) V.200 (.15 x .30) V.200 (.15 x .30) V.200 (.15 x .30) V.201 (.40 x .20) V.200 (.15 x .30) V.200 (.15 x .30) E V.200 (.15 x .30) V.200 (.15 x .30) 5 5 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø1/2" 1ø3/8" 1ø3/8" 1ø1/2" 1ø1/2" 1ø3/8" 1ø1/2" 1ø3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 F E 1ø3/8" 1ø3/8" 1ø1/2" 5 5 5 5 1ø3/8" 1ø1/2" 5 1ø3/8" V.200 (.15 x .30) V.206 (.15 x .20) V.206 (.15 x .20) 1ø3/8" 5 5 1ø1/2" 1ø3/8" escalera Losa de Viguetas de aligerado 1ø3/8" 5 1ø1/2" 5 1ø1/2" 5 5 DUCTO VB 1ø1/2" 1ø3/8" 1ø1/2" Losa de escalera escalera Losa de Losa de escalera 1ø3/8" VB DUCTO 1ø1/2" 5 1ø3/8" aligerado Viguetas de 1ø3/8" 1ø1/2" V.306 (.15 x .20) V.306 (.15 x .20) V.300 (.15 x .30) 1ø3/8" 5 1ø1/2" 1ø3/8" 5 5 5 5 1ø1/2" 1ø3/8" 1ø3/8" E F 5 5 5 5 5 5 5 5 1ø3/8" 1ø1/2" 1ø3/8" 1ø1/2" 1ø1/2" 1ø3/8" 1ø3/8" 1ø1/2" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 5 5 V.300 (.15 x .30) V.300 (.15 x .30) E V.300 (.15 x .30) V.300 (.15 x .30) V.302 (.40 x .20) V.300 (.15 x .30) V.300 (.15 x .30) V.300 (.15 x .30) V.300 (.15 x .30) V.300 V.300 VACIO VACIO G I D V.300 (.15 x .30) V.300 (.15 x .30) V.300 (.15 x .30) V.300 V.300 DUCTO V.300 VB V.300 V.300 V.300 (.15 x .30) V.300 (.15 x .30) V.304 (.30 x .20) V.300 V.300 (.15 x .30) V.300 V.200 (.15 x .30) V.302 (.25 x .20) 1ø1/2" V.300 (.15 x .30) V.304 (.30 x .20) V.300 V.300 5 1ø3/8" 1ø1/2" 1ø1/2" 1ø3/8" 1ø3/8" 5 V.300 (.15 x .30) H H J VACIO VACIO VACIO V.200 (.15 x .30) V.100 (.15 x .30) V.304 (.30 x .20) V.304 (.30 x .20) V.300 V.300 VB V.200 V.300 (.15 x .30) V.300 (.15 x .30) .15 .30 .40 .20 .25 .20 .50 .20 .30 .20 .15 .20 .10 .20 .15 .20 .15 .40 d3/8" 1@.05, 5@.10, 4d1/2" RESTO @.20 V.100 - V.200 - V.300 (.15 x .30) V.101 - V.201 - V.301 (.40 x .20) RESTO @.20 6d1/2" d3/8" 1@.05, 5@.10, d3/8" 1@.05, 5@.10, 4d1/2" RESTO @.20 V.102 - V.202 - V.302 (.25 x .20) V.103 - V.203 - V.303 (.50 x .20) RESTO @.20 8d1/2" d3/8" 1@.05, 5@.10, V.104 - V.204 - V.304 (.30x .20) RESTO @.20 6d1/2" d3/8" 1@.05, 5@.10, d3/8" 1@.05, 5@.10, 4d1/2" RESTO @.20 V.206 - V.306 (.15x .20) Vigueta de aligerado V.100 (.15 x .30) CORTE X RESTO @.20 2d3/8" d1/4" 1@.05, 5@.10, d1/4" 1@.05, 5@.10, 4d3/8" RESTO @.20 V.B (.15x .20) V.105 (.15x .40) RESTO @.20 2d3/8" d3/8" 1@.05, 5@.10, 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B D 1 2 3 4 5 7 8 A A' D 1 2 3 4 5 6 7 8 5 C D B A 5 5 C 5 D A' A 5 5 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 5 D B A 5 5 C 5 D A' A 5 5 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 5 V.304 (.30 x .20) V.300 (.15 x .30) V.300 V.300 3 5 5 5 5 V.300 1ø3/8" 1ø3/8" VACIO 5 ALIGERADO PARA ESC : 1/10 TANQUE ELEVADO SUPERIOR INFERIOR A 8 7 6 5 4 3 2 1 A 5 5 5 5 5 5 5 V.100 (.15 x .30) VIVIENDA MULTIFAMILIAR Y COMERCIO PLANO:5/8 ESCALA FECHA 1:50 MAR. 2001 ING. VICTOR O. BOSSIO MARTINI CIP 46753 SRA. LIZ ALVARADO RAMIREZ ESTRUCTURA : ALIGERADO Mirella Aranda Castillo DESARROLLO URB. PARAISO 2° ETAPA EX FUNDO OQUENDO - CALLAO UBICACION PROFESIONAL ESPECIALIDAD PROYECTO PROPIETARIO RESTO @.20 d3/8" 1@.05, 5@.10, d3/8" 1@.05, 5@.10, RESTO @.20 RESTO @.20 d3/8" 1@.05, 5@.10, d3/8" 1@.05, 5@.10, RESTO @.20 RESTO @.20 d3/8" 1@.05, 5@.10, RESTO @.20 d3/8" 1@.05, 5@.10, d3/8" 1@.05, 5@.10, RESTO @.20 d3/8" 1@.05, 5@.10, RESTO @.20 ALIGERADO: PRIMER PISO ESC: 1/50 ESC: 1/50 ALIGERADO: SEGUNDO PISO ESC: 1/50 ALIGERADO: TERCER PISO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .30 0.15 .05 .10 Temp. 1/4" @ .30 ambos sentidos .30 .10 F° d .10 ladrillo hueco .30x.30x.15 ESC : 1/10 DETALLE DE ALIGERADO DE PLACAS Y MUROS DE CONCRETO ANCLAJE DE REFUERZO HORIZONTAL (Tip.) .20 .20 .20 .20 (Tip.) .10(TIPICO) DETALLE ENCUENTRO DE VIGAS .35 .35 .35 ESC: 1/25 .35 NOTA: .- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN VALORES DE a (mts.) 3/4" .65 1" UNA MISMA SECCION. 1.15 REFUERZO 1/2" 5/8" 3/8" d .40 .50 .40 .90 1.60 REFUERZO .60 .70 .55 DETALLE DE GANCHO ESTANDARD L L 5/8" 1" 3/4" 3/8" 1/2" .30 .25 .12 .15 .20 d L(m) a(cm.) DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS 3/8" 1/2" 1/4" d 10.0 2.0 2.5 12.5 1.3 r(cm.) 6.5 1ø3/8" 1ø1/2" 1ø3/8" 1ø3/8" 1ø3/8" 1ø1/2" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 5 5 V.100 (.15 x .30) V.100 (.15 x .30) A V.100 (.15 x .30) V.101 (.40 x .20) V.100 (.15 x .30) V.101 (.40 x .20) V.100 (.15 x .30) V.100 (.15 x .30) V.100 (.15 x .30) V.100 (.15 x .30) V.100 V.100 VACIO VACIO VACIO DE B C D V.100 (.15 x .30) V.100 (.15 x .30) ESCALERA V.100 (.15 x .30) V.100 V.100 DUCTO V.100 V.102 V.102 V.102 (.25x.20) VB V.100 V.100 (.15 x .30) V.100 (.15 x .30) V.104 (.30 x .20) V.100 (.15 x .30) V.100 (.15 x .30) V.100 V.100 (.15 x .30) V.101 (.40 x .20) V.101 (.40 x .20) 1ø3/8" V.103 (.50 x .20) V.103 (.50 x .20) V.104 (.30 x .20) V.100 V.105 (.15 x .20) V.105 V.100 V.200 V.200 V.204 (.30 x .20) V.203 (.50 x .20) V.203 (.50 x .20) 1ø1/2" V.201 (.40 x .20) V.201 (.40 x .20) V.200 (.15 x .30) V.200 V.200 (.15 x .30) V.200 (.15 x .30) V.204 (.30 x .20) V.200 (.15 x .30) V.200 (.15 x .30) V.200 (.15 x .30) V.200 VB V.200 DUCTO V.200 V.200 V.200 (.15 x .30) V.200 (.15 x .30) V.200 (.15 x .30) D C G VACIO VACIO V.200 V.200 V.200 (.15 x .30) V.200 (.15 x .30) V.200 (.15 x .30) V.200 (.15 x .30) V.201 (.40 x .20) V.200 (.15 x .30) V.200 (.15 x .30) E V.200 (.15 x .30) V.200 (.15 x .30) 5 5 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø1/2" 1ø3/8" 1ø3/8" 1ø1/2" 1ø1/2" 1ø3/8" 1ø1/2" 1ø3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 F E 1ø3/8" 1ø3/8" 1ø1/2" 5 5 5 5 1ø3/8" 1ø1/2" 5 1ø3/8" V.200 (.15 x .30) V.206 (.15 x .20) V.206 (.15 x .20) 1ø3/8" 5 5 1ø1/2" 1ø3/8" escalera Losa de Viguetas de aligerado 1ø3/8" 5 1ø1/2" 5 1ø1/2" 5 5 DUCTO VB 1ø1/2" 1ø3/8" 1ø1/2" Losa de escalera escalera Losa de Losa de escalera 1ø3/8" VB DUCTO 1ø1/2" 5 1ø3/8" aligerado Viguetas de 1ø3/8" 1ø1/2" V.306 (.15 x .20) V.306 (.15 x .20) V.300 (.15 x .30) 1ø3/8" 5 1ø1/2" 1ø3/8" 5 5 5 5 1ø1/2" 1ø3/8" 1ø3/8" E F 5 5 5 5 5 5 5 5 1ø3/8" 1ø1/2" 1ø3/8" 1ø1/2" 1ø1/2" 1ø3/8" 1ø3/8" 1ø1/2" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 5 5 V.300 (.15 x .30) V.300 (.15 x .30) E V.300 (.15 x .30) V.300 (.15 x .30) V.302 (.40 x .20) V.300 (.15 x .30) V.300 (.15 x .30) V.300 (.15 x .30) V.300 (.15 x .30) V.300 V.300 VACIO VACIO G I D V.300 (.15 x .30) V.300 (.15 x .30) V.300 (.15 x .30) V.300 V.300 DUCTO V.300 VB V.300 V.300 V.300 (.15 x .30) V.300 (.15 x .30) V.304 (.30 x .20) V.300 V.300 (.15 x .30) V.300 V.200 (.15 x .30) V.302 (.25 x .20) 1ø1/2" V.300 (.15 x .30) V.304 (.30 x .20) V.300 V.300 5 1ø3/8" 1ø1/2" 1ø1/2" 1ø3/8" 1ø3/8" 5 V.300 (.15 x .30) H H J VACIO VACIO VACIO V.200 (.15 x .30) V.100 (.15 x .30) V.304 (.30 x .20) V.304 (.30 x .20) V.300 V.300 VB V.200 V.300 (.15 x .30) V.300 (.15 x .30) .15 .30 .40 .20 .25 .20 .50 .20 .30 .20 .15 .20 .10 .20 .15 .20 .15 .40 d3/8" 1@.05, 5@.10, 4d1/2" RESTO @.20 V.100 - V.200 - V.300 (.15 x .30) V.101 - V.201 - V.301 (.40 x .20) RESTO @.20 6d1/2" d3/8" 1@.05, 5@.10, d3/8" 1@.05, 5@.10, 4d1/2" RESTO @.20 V.102 - V.202 - V.302 (.25 x .20) V.103 - V.203 - V.303 (.50 x .20) RESTO @.20 8d1/2" d3/8" 1@.05, 5@.10, V.104 - V.204 - V.304 (.30x .20) RESTO @.20 6d1/2" d3/8" 1@.05, 5@.10, d3/8" 1@.05, 5@.10, 4d1/2" RESTO @.20 V.206 - V.306 (.15x .20) Vigueta de aligerado V.100 (.15 x .30) CORTE X RESTO @.20 2d3/8" d1/4" 1@.05, 5@.10, d1/4" 1@.05, 5@.10, 4d3/8" RESTO @.20 V.B (.15x .20) V.105 (.15x .40) RESTO @.20 2d3/8" d3/8" 1@.05, 5@.10, 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B D 1 2 3 4 5 7 8 A A' D 1 2 3 4 5 6 7 8 5 C D B A 5 5 C 5 D A' A 5 5 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 5 D B A 5 5 C 5 D A' A 5 5 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 5 V.304 (.30 x .20) V.300 (.15 x .30) V.300 V.300 3 5 5 5 5 V.300 1ø3/8" 1ø3/8" VACIO 5 ALIGERADO PARA ESC : 1/10 TANQUE ELEVADO SUPERIOR INFERIOR A 8 7 6 5 4 3 2 1 A 5 5 5 5 5 5 5 V.100 (.15 x .30) RESTO @.20 d3/8" 1@.05, 5@.10, d3/8" 1@.05, 5@.10, RESTO @.20 RESTO @.20 d3/8" 1@.05, 5@.10, d3/8" 1@.05, 5@.10, RESTO @.20 RESTO @.20 d3/8" 1@.05, 5@.10, RESTO @.20 d3/8" 1@.05, 5@.10, d3/8" 1@.05, 5@.10, RESTO @.20 d3/8" 1@.05, 5@.10, RESTO @.20 PLANO DE CIMIENTO PLANO DE ESTRUCTURACION

Language	Spanish
Drawing Type	Block
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio, Parking
Tags	apartment, autocad, block, building, condo, Cut, DWG, eigenverantwortung, equipment, facade, Family, FOUNDATION, group home, grup, Housing, Level, mehrfamilien, multi, multifamily, multifamily housing, ownership, partnerschaft, partnership, pile, plant, structure