House – Twoo Bedrooms DWG Section for AutoCAD

House – Twoo Bedrooms DWG Section for AutoCAD

House – Twoo Bedrooms – Plants – Sections – Elevations

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

sh, study, patio, kitchen, living room, reception, dining room, main, bedroom, intimate, living room, games room, lav., glass blocks, car port, first floor, second floor, whirlpool tub, ceiling projection low, chimney, empty, roof plant, garden, cl., bbq., elevated tank, pre-fabricated, pens, rear elevation, lift pprincipal, cut aa, variable, bb cut, lightened ceiling first floor, lightened ceiling second floor go, broaden, vig. transv., foundation plant, first section, cistern, niv. garden, vs, horizontal, transversal, joist, rim, ridge, third section, second section, section, d third, d first, d fourth, d second, quarter, stair, level variable, cistern, tank lid, cut a – a, d of, filling, tier on, nfp, h. var., table of columns, b x t, type, level, floor, section, variable, column and beam, typical detail of anchoring, foundation, sobrecimiento, beam, cistern. . . . . . . . . . . . . . ., lightweight slab and reinforced slab. . ., sobrecimiento:. . . . . . . . . . ., columns and beams:. . . . . . . . ., foundation beams, walls, false floor:. . . . . . . . . . . . ., in general: . . . . . . . . . . . . . . . . . . . . . . . . indicated, with waterproofing, general technical specifications, use type I portland cement

Raw text data extracted from CAD file:

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ESTUDIO PATIO COCINA SALA RECIBO COMEDOR PRINCIPAL DORMITORIO S.H. DORMITORIO 1 INTIMO ESTAR SALA DE JUEGOS LAV. 5 5 5 5 5 5 5 5 5 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 4 3 2 5 5 A B C D E G 5 5 5 5 5 5 5 A B C D G 5 5 5 5 5 5 5 5 5 5 5 5 5 1 4 3 2 5 5 5 5 5 5 5 5 5 5 B C D E F E 5 5 5 5 5 5 5 1 4 3 2 5 5 5 5 5 5 5 5 5 1 4 3 2 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 1 2 5 5 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 5 5 5 1 2 BLOCKS DE VIDRIO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B C D E 5 PARAPETO h=0.50 5 5 N.P.T. +3.25 1.50 3.00 V-11 0.90 P2 0.90x2.10 P2 0.90x2.10 P3 0.80x2.10 P2 0.90x2.10 1.80 2.75 V-1 0.60 1.80 0.40 V-2 0.60 P1 1.60x2.40 1.25 2.75 V-3 0.90 2.75 1.70 M-1 - 2.75 1.225 M-2 - 1.50 1.05 V-5 0.90 2.75 1.225 M-2 - 1.30 1.85 V-6 1.10 P4 0.90x2.40 1.05 1.85 V-7 1.10 P4 0.90x2.40 1.20 1.75 V-8 0.90 P2 0.90x2.10 P3 0.80x2.10 0.75 0.60 V-9 2.20 CAR PORT 1.50 1.05 V-5 0.90 2.40 2.00 M-3 - 2.00 2.75 V-14 1.00 B B PLANTA PRIMER PISO PLANTA SEGUNDO PISO B B 5 5 5 5 5 P3 0.80x2.10 0.75 0.60 V-9 2.20 1.50 2.00 V-16 0.90 1.90 3.90 V-17 - 5 TINA DE HIDROMASAJE 2 1 5 5 5 5 5 5 PROYECCION TECHO BAJO CHIMENEA 5 5 1.50 1.95 V-15 0.90 5 5 5 5 5 5 5 5 N.P.T. +3.25 N.P.T. +3.25 N.P.T. +3.25 N.P.T. +3.25 S.H. N.P.T. +3.25 VACIO VACIO 1.50 0.40 V-10 0.90 5 5 5 5 5 5 5 5 5 PARAPETO h=0.50 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA DE TECHOS N.P.T. +0.45 N.P.T. +0.275 N.P.T. +0.10 N.P.T. +0.45 N.P.T. +0.45 N.P.T. +0.10 N.P.T. +0.10 N.P.T. +0.10 N.J. ± 0.00 N.J. ± 0.00 N.J. + 0.40 N.J. +0.80 1 1 N.P.T. +0.10 5 5 5 5 5 5 5 N.J. + 0.40 N.J. +0.80 5 N.J. ± 0.00 N.J. ± 0.00 JARDIN 5 5 5 5 5 5 5 A A A P2 0.90x2.10 5 5 5 5 5 CL. CL. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BBQ. N.T. +6.95 N.T. +5.15 N.T. +6.95 N.T. +5.65 N.T. +5.85 N.T. +7.30 N.T. +5.65 N.T. +5.65 N.T. +7.10 N.T. +5.85 5 1.50 1.20 V-12 0.90 2.40 0.80 M-4 - 1.25 .25 V-18 0.90 1.25 1.75 V-4 0.90 0.40 1.45 V-13 2.40 5 5 5 5 5 5 5 5 5 5 5 5 2P5 0.70x2.10 5 5 5 N.P.T. +0.45 5 N.T. +6.95 N.T. +5.65 TANQUE ELEVADO PRE-FABRICADO 5 5 5 5 5 5 5 5 5 PLUMILLAS esc. 1/50 0.2 0.1 0.3 0.4 1 2 3 4 0.1 0.6 0.5 7 6 5 ELEVACION POSTERIOR ELEVACION PPRINCIPAL CORTE A-A 5 5 5 variable 5 5 5 5 5 5 5 5 5 5 5 5 N. ± 0.00 N.P.T. +0.10 N.P.T. +0.45 N.P.T. +3.25 N.P.T. +6.85 CORTE B-B N. +0.10 N. +0.45 N. +0.10 N.P.T. +3.25 N.P.T. +3.25 N.P.T. +6.85 5 5 5 5 5 5 5 5 5 5 5 5 5 5 11 12 13 16 10 9 8 7 6 5 4 3 2 1 \A1;1.05 \A1;.65 \A1;.65 \A1;1.35 \A1;.80 \A1;.25 \A1;.25 \A1;1.05 \A1;.65 \A1;.65 \A1;1.05 \A1;1.05 \A1;.65 \A1;.65 \A1;1.05 \A1;.70 \A1;.70 \A1;.70 \A1;.90 \A1;.65 \A1;.65 \A1;.95 \A1;.95 \A1;.30 \A1;.10 \A1;.10 \A1;.15 \A1;.05 \A1;.20 \A1;.15 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.15 \A1;.25 \A1;.15 \A1;.40 \A1;.15 \A1;.40 \A1;.15 \A1;1.00 \A1;1.00 \A1;.35 \A1;1.55 \A1;.50 \A1;4.25 \A1;.25 \A1;2.75 \A1;.25 \A1;3.30 \A1;.25 \A1;.60 \A1;.60 \A1;2.00 \A1;.65 \A1;.65 \A1;.25 \A1;4.65 \A1;.25 \A1;1.60 \A1;.25 \A1;.55 \A1;.25 \A1;1.95 \A1;.25 \A1;.65 \A1;.65 \A1;1.35 \A1;.80 \A1;2.65 \A1;.25 \A1;3.30 \A1;.25 \A1;.50 \A1;.50 \A1;.40 \A1;.75 \A1;.25 \A1;4.65 \A1;.25 \A1;.65 \A1;.65 \A1;.40 \A1;.30 \A1;.20 \A1;.20 \A1;.30 \A1;.36 \A1;.34 \A1;.20 \A1;.25 \A1;.25 \A1;4.65 \A1;.25 \A1;.65 \A1;.65 \A1;.25 \A1;1.60 \A1;.25 \A1;1.50 \A1;1.25 \A1;.25 \A1;.45 \A1;.15 \A1;.20 \A1;1.30 \A1;.50 \A1;4.25 \A1;.25 \A1;2.75 \A1;.25 \A1;.60 \A1;.60 \A1;.45 \A1;.45 \A1;.25 \A1;1.95 \A1;.25 \A1;.35 \A1;.25 \A1;1.25 \A1;.25 \A1;1.65 \A1;.25 \A1;1.25 \A1;.25 \A1;1.60 \A1;.25 \A1;2.75 \A1;.25 \A1;.40 \A1;.40 \A1;.28 \A1;.25 \A1;.25 \A1;.20 \A1;.25 \A1;.20 \A1;.25 \A1;.15 \A1;.40 \A1;.20 \A1;.40 \A1;.20 \A1;.15 \A1;.49 \A1;.15 \A1;.20 \A1;.15 \A1;.40 \A1;R=.63 \A1;R=.82 \A1;R=.63 \A1;.75 \A1;.20 \A1;.40 \A1;.75 \A1;.20 \A1;.15 \A1;.75 \A1;.20 \A1;.15 \A1;.20 \A1;.25 \A1;.20 \A1;.25 \A1;.20 \A1;.25 \A1;.20 \A1;.25 \A1;.40 \A1;.40 \A1;.20 \A1;.25 \A1;.20 \A1;.25 \A1;.40 \A1;.15 \A1;.20 \A1;.20 \A1;.15 \A1;.65 \A1;.20 \A1;.15 \A1;.75 \A1;.15 \A1;.25 \A1;.20 \A1;.10 \A1;.20 \A1;.10 \A1;.30 \A1;.30 \A1;3.125 \A1;1.850 \A1;5.025 \A1;3.550 \A1;3.000 \A1;4.625 \A1;1.800 \A1;5.025 \A1;1.850 \A1;3.125 \A1;.875 \A1;3.550 \A1;3.000 \A1;4.625 \A1;3.125 \A1;1.850 \A1;5.025 \A1;3.550 \A1;3.000 \A1;4.625 \A1;1.800 \A1;5.025 \A1;1.850 \A1;3.125 \A1;1.270 \A1;3.550 \A1;3.000 \A1;4.625 \A1;.40 \A1;.20 \A1;.20 \A1;.10 \A1;.65 \A1;.30 \A1;.15 \A1;.30 \A1;.30 \A1;.15 \A1;.30 \A1;.15 \A1;.25 \A1;.15 \A1;.40 \A1;.15 \A1;.20 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;2.90 \A1;2.60 \A1;1.60 \A1;2.00 \A1;.15 \A1;.15 \A1;.25 \A1;.10 \A1;.10 \A1;.60 \A1;.60 \A1;.15 \A1;.40 \A1;1.60 \A1;1.80 \A1;.10 \A1;.15 \A1;.60 \A1;.80 \A1;.50 \A1;.25 \A1;H. var. \A1;.10 \A1;.80 \A1;H. var. \A1;.10 \A1;B \A1;.25 \A1;.80 \A1;H. var. \A1;.10 \A1;H. var. \A1;.10 \A1;.80 \A1;H. var. \A1;.10 \A1;.45 \A1;.70 \A1;H. var. \A1;.25 \A1;.15 \A1;.80 \A1;H. var. \A1;.10 \A1;.45 \A1;.50 \A1;.25 \A1;.25 \A1;.15 \A1;.25 \A1;.25 \A1;.35 \A1;.15 \A1;.35 \A1;.15 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.15 \A1;VARIABLE \A1;VIGA \A1; : 1@ .05, 5 @ .10, RESTO SEGUN CUADRO DE COLUMNAS (A PARTIR DE CADA APOYO) \A1;.05 \A1;.15 \A1;.15 \A1; @ 0.30 m. \A1;.08 \A1;.20 \A1;.40 \A1;.20 \A1;.40 \A1;.45 \A1;.15 \A1;.20 \A1;.45 \A1;.15 \A1;.20 1 4 3 2 B C D E B C D 1 4 3 2 B C D E F F 1 4 3 2 1 4 3 2 B C D E ALIGERADO TECHO PRIMER PISO ALIGERADO TECHO SEGUNDO PISO V.A. V.A. (.25x.20) V.A.1 V.A. V.S. (.25x.20) 5 1d3/8" 1d1/2" 1d3/8" 1d3/8" 1d1/2" VIGA V-101 (.25x.Variable) 5 5 5 5 V.S. (.25x.20) 5 ENSANCHE 5 ENSANCHE 1d3/8" V.A.1 (.15x.40) V.A.2 (.15x.65) V.A. (.25x.20) V.A. (.25x.20) 5 1d3/8" 5 5 5 1d3/8" V.S. (.25x.20) V.S. (.25x.20) (S/C=200 Kg/m2) 5 1d3/8" 5 5 5 1d3/8" 5 1d3/8" 5 1d3/8" 1d1/2" 5 1d3/8" 5 1d1/2" 1d1/2" V.S. (.25x.20) (S/C=50 Kg/m2) + TANQUE ELEVADO VIGA V-102 (.15x..45) 1d3/8" 1d1/2" V.A. (.25x.20) V.S. (.25x.20) V.A.3 (.15x.75) VIGA V-104 (.40x.20) V-105 (.15x.75) VIGUETA TRANSVERSAL (.10x.20) VIGUETA TRANSVERSAL (.10x.20) VIG. TRANSV. 1d3/8" 1d1/2" V.A.3 (.15x.75) V-103 (.15xVariable) V.A. (.25x.20) VIGA V-209 (.15xVariable) V.S. (.25x.20) VIGA V-201 (.25x..40) V.S. (.25x.20) V.S. (.25x.20) V.S. (.25x.20) VIGA V-202 (.15x.75) V.S. (.25x.20) V-206 (.15x.45) V.A. (.25x.20) V.A.4 (.15x.25) V.A.4 1d3/8" 1d3/8" 1d1/2" 1d3/8" V-207 (.15x.45) 1d3/8" 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1 1 1 4 3 2 B C D E B C D F 1 4 3 2 PLANTA DE LA CIMENTACION t = 2.5 Kg/cm2 RECTAS ANCLANDO .15 m. EN EXTREMOS d 1/4" a 0.25 - USAR VARILLAS DETALLE TIPICO DE ALIGERADO (H=0.20) .30 ESC. 1/10 .10 .10 .15 .05 .20 Primer Tramo d3/8"@.25 d3/8"@.25 4 5 5 d3/8"@.30 3 2 1 Cisterna 5 5 5 5 6 d3/8"@.20 5 5 5 5 5 CC-3 5 5 Niv. Jardin 1d1/2" 1d3/8" VIGUETA DE CUMBRERA (.10x.20) 1d1/2" 1d3/8" 1d1/2" 1d3/8" VIGA V-203 (Ver Secc.) V.A.1 (.15x.40) V.S. VIGA V-208 (.15x.45) 1d3/8" 5 5 1d3/8" 1d3/8" VIGUETA DE BORDE (.10x.20) VIGA V-204 (.15x.75) VIGA V-205 (Ver secc.) 5 5 5 5 5 5 5 5 5 VIGA V-201 (.25x.40) 5 5 5 5 5 1d3/8" VIGUETA TRANSVERSAL (.10x.20) 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA V-208 (.15x.45) 2d5/8" 2d1/2" d 3/8":1 a .05, 5 a .10, 3 a .15, R. a .20, c/extr. d 3/8":1 a .05, 8 a .10, R. a .15, c/extr. 2d1/2" 2d5/8" 2d5/8" (.25x.40) (.25x.20) VIGA V-202 (.15x.75) d 3/8":1 a .05, 5 a .10, R. a .20, c/extr. VIGA V-203 (.15x.45) 2d1/2" 2d1/2" 3d1/2" 2d1/2" 2d1/2" 2d1/2" d 3/8":1 a .05, 5 a .10, R. a .20, c/extr. 5 VIGA V-204 (.15x.65) 2d1/2" 2d1/2" 2d1/2" d 3/8":1 a .05, 5 a .10, R. a .20, c/extr. 2d1/2" 5 5 5 5 5 d 3/8":1 a .05, 5 a .10, R. a .20, c/extr. VIGA V-205 (Seccion Variable) 2d1/2" 2d1/2" 5 5 1d1/2" 1d1/2" d 3/8" a .10 5 5 5 5 5 VIGA V-206 (.15x.45) 5 5 5 5 5 5 5 5 5 Niv. +6.90 Niv. +5.80 Niv. +5.90 Niv. +6.90 Niv. +6.90 d 3/8":1 a .05, 6 a .10, 3 a .15, R. a .20, c/extr. V.A.4 1d1/2" 2d1/2" 2d1/2" Niv. +5.60 Niv. +5.90 5 5 5 5 5 VIGA V-207 (.15x.45) d 3/8":1 a .05, 6 a .10, 3 a .15, R. a .20, c/extr. V.S. 2d1/2" 2d1/2" 2d1/2" Niv. +6.30 Niv. +5.90 d 3/8":1 a .05, 6 a .10, 3 a .15, R. a .20, c/extr. Niv. +6.90 1d1/2" 2d1/2" 2d1/2" 1d1/2" 2d1/2" d3/8":1 a .05, 4 a .10, R. a .15, c/extr. d3/8" a .10 d3/8":1 a .05, 4 a .10, R. a .15, c/extr. Niv. +6.90 5 5 5 5 5 5 5 5 5 Niv. +5.80 d3/8":1 a .05, 4 a .10, R. a .15, c/extr. d3/8":1 a .05, 4 a .10, R. a .15, c/extr. 1d1/2" 2d1/2" 2d1/2" VIGA V-209 (.15x.65) (.15x.40) (.15x.40) 5 5 5 5 5 5 VIGA V-101 (.25 x Variable) 5 5 2d1/2" d 3/8":1 a .05, 5 a .10, 3 a .15, R. a .20, c/extr. d 3/8":1 a .05, 8 a .10, R. a .15, c/extr. 2d1/2" 2d1/2" 3d1/2" (.25x.20) VIGA V-102 (.15x.45) d 3/8":1 a .05, 5 a .10, R. a .20, c/extr. Niv. +3.20 2d1/2" 2d1/2" 2d1/2" 5 V.A. 5 V.A. 5 5 5 5 2d1/2" d3/8":1 a .05, 4 a .10, R. a .15, c/extr. Niv. +3.25 2d1/2" VIGA V-104 (.40x.20) VIGA V-103 (.15xVariable) (.15x.75) 5 5 5 5 5 5 5 5 5 5 5 5 5 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 3d1/2" 2d1/2" 2d1/2" 5 5 5 3d1/2" HORIZONTAL DOBLAN .35 HORIZONTAL DOBLAN .35 2d1/2" VIGA V-105 (.15x.75) 2d1/2" (.15x.75) 1 1 2 2 3 3 5 5 CORTE 1-1 5 5 5 5 CORTE 2-2 3d1/2" 5 5 CORTE 3-3 4 4 5 5 6 6 5 5 5 CORTE 4-4 5 5 5 CORTE 5-5 5 5 5 5 d 3/8":1 a .05, 4 a .10, R. a .15, c/extr. d 3/8":1 a .05, 4 a .10, R. a .15, c/extr. d 3/8":1 a .05, 4 a .10, R. a .15, c/extr. d 3/8":1 a .05, R a .10, c/extr. 5 5 5 CORTE 6-6 7 7 5 5 CORTE 7-7 5 8 8 9 9 10 10 12 12 11 11 5 5 CORTE 11-11 5 Niv. +6.90 5 5 CORTE 8-8 Niv. +5.80 5 5 CORTE 9-9 Niv. +5.80 5 5 CORTE 10-10 Niv. +5.80 5 5 CORTE 12-12 Niv. +5.90 5 5 13 13 13 13 14 14 CORTE 13-13 CORTE 14-14 Niv. +6.90 Niv. +6.90 CORTE 15-15 15 15 Niv. +6.90 5 5 V.S. 4 d 3/8" d 1/4": 5 @.10 RESTO @ .20 C/Extr. 5 5 V.A. 4 d 1/2" d 1/4": 5 @.10 RESTO @ .20 C/Extr. 5 5 V.A.1 4 d 1/2" d 1/4": 5 @.10 RESTO @ .20 C/Extr. 5 V.A.2 6 d 1/2" d 1/4": 5 @.10 RESTO @ .20 C/Extr. 5 5 5 V.A.3 6 d 1/2" d 1/4": 5 @.10 RESTO @ .20 C/Extr. 5 5 5 5 V.A.4 4 d 1/2" d 1/4": 5 @.10 RESTO @ .15 C/Extr. 5 5 5 Transversal 4 d 1/2" d 1/4" @.20 Vigueta 5 5 de Borde 4 d 1/2" d 1/4" @.20 Vigueta Niv. +5.80 Niv. +5.80 Niv. +5.80 Niv. +6.90 Niv. +6.90 Niv. +6.90 Niv. +5.90 Niv. +5.60 Niv. +5.90 Niv. +5.80 Niv. +5.80 Niv. +6.90 Niv. +6.90 Niv. +5.90 Niv. +5.90 Niv. +6.30 Niv. +5.90 5 1d3/8" 5 1d3/8" 1d1/2" 5 5 5 5 5 E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VACIO (DOBLE ALTURA) NIVEL + 3.20 Niv. +3.20 5 5 5 Niv. +6.90 5 de Cumbrera Vigueta 4 d 1/2" d 1/4" @.20 Tercer Tramo 8 5 5 .30 5 .30 d3/8"@.20 6 7 Segundo Tramo 9 d3/8"@.30 5 10 d3/8"@.20 5 Tramo d Tercer Tramo d Primer 13 14 5 10 d3/8"@.20 Tramo d Cuarto 9 10 11 12 5 5 d3/8"@.30 5 d3/8"@.20 Tramo d Segundo CuartoTramo 9 10 d3/8"@.15 Tramo d Tercer 5 d3/8"@.15 VIGA V-102 5 5 ESCALERA (S/C=200 Kg/m2) B B NIVEL VARIABLE N.F.P. +0.05 N.F.P. +0.05 N.J. ±0.00 2 1 N.P.T. +0.225 N.J. +0.80 N.J. + 0.40 N.F.P. +0.05 N.F.P. +0.05 N.F.P. +0.40 N.F.P. +0.40 N.F.P. +0.40 N.F.P. +0.40 N.J. ±0.00 N.J. ±0.00 N.J. ±0.00 CC-3 CC-3 CC-1 CC-1 CC-1 CC-1 CC-3 CC-1 CC-1 CC-1 CC-1A CC-2 CC-2 CC-2 CC-4 CC-4 CC-4 CC-4 CC-4 CC-3 CC-2 C-1 C-1 C-2 C-3 C-4 CC-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-1 C-7 C-1 C-1 C-6 C-6 C-4 C-1 C-6 C-7 C-7 C-7 C-7 C-7 C-6 C-7 C-1 C-4 C-4 C-5 C-4 5 5 5 5 G G N.F.P. +0.40 2 1 Niv.Fondo -1.65 CISTERNA TAPA DE CISTERNA 5 5 5 5 5 5 5 A ESC. 1/25 5 5 5 5 A 5 CORTE A - A ESC. 1/25 5 1.60 5 5 5 CC-5 CC-5 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 2 d 1/2" d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .10 5 Niv. +0.05 Niv. -1.70 d de Cisterna Niv. +0.05 N.F.P. +0.40 relleno Grada en 5 5 5 CC-1 N.F.P. H. var. 5 5 N.F.P. H. var. 5 B 5 CC-2 5 H. var. 5 H. var. 5 5 N.F.P. H. var. 5 5 CC-4 5 H. var. 5 CC-1A 5 5 N.F.P. H. var. 5 5 CC-4 As d3/8"@.20 4 d 5/8" C-1 CUADRO DE COLUMNAS C-2 C-3 C-4 C-5 4 d 1/2" C-6 b x t .25 x .25 (Ver Seccion) .15 x .15 As <> <> <> <> b x t <> <> 6d5/8" .25 x .50 d3/8"@.20 <> <> 3d3/8" <> <> d1/4"@.25 TIPO NIVEL 1er. PISO 2do. PISO SECCION d3/8"@.20 4 d 5/8" .25 x .25 6d5/8" .25 x .50 d3/8"@.20 <> <> <> <> d1/4"@.20 4 d 1/2" .25 x .25 .25 x .25 4 d 1/2" .25 x .25 d1/4"@.20 d1/4"@.20 4 d 1/2" .25 x .25 4d1/2"+ 3d3/8" 2 d1/4"@.15 (Ver Seccion) 4d1/2"+ 3d3/8" 2 d1/4"@.15 C-7 4 d 1/2" .15 x .15 d1/4"@.25 <> <> VARIABLE DE COLUMNA Y VIGA DETALLE TIPICO DE ANCLAJE CIMENTACION SOBRECIMIENTO 03 HILADAS DE LADRILLO 02 ALAMBRES N° 8 CADA VIGA : 1@ .05, 5 @ .10, RESTO SEGUN CUADRO DE COLUMNAS (A PARTIR DE CADA APOYO) 5 5 5 @ 0.30 m. 5 5 5 5 5 5 5 5 CORTE 16-16 Niv. +6.30 16 16 17 17 5 5 5 CORTE 17-17 Niv. +6.90 Cisterna . . . . . . . . . . . . . . . Losa Aligerada y Losa Armada . . . Sobrecimiento: . . . . . . . . . . . Columnas y Vigas: . . . . . . . . . Vigas de Cimentacion, Muros de Falso Piso: . . . . . . . . . . . . . + 25% de piedra mediana (max. 4") Cemento-Hormigon C:H = 1:8 Cemento-Hormigon C:H = 1:8 F'c = 175 Kg/cm2 F'c = 175 Kg/cm2 F'c = 175 Kg/cm2 7.01 De placas, columnas y laterales de vigas . . . . . . 24 hrs. 8.00 SOBRECARGAS 9.00 CURADO (tiempo minimo) En general: . . . . . . . . . . . . . . . . . . . . . . . . Indicadas 7.03 Remocion de puntales de seguridad y voladizos . . . . 21 dias a) Hasta 3 mts de luz . . . . . . . . . . . . . . . . 7 dias b) de 3 a 6 mts. de luz . . . . . . . . . . . . . . . 14 dias Humedecer con agua permanentemente durante 7 dias, o sellar 7.02 De vigas, Losas aligeradas y macizas con impermeabilizante 1.00 CONCRETO 3.00 TERRENO : . . . . . . . . . . . . . 2.00 ACERO DE REFUERZO . . . . . . . . fy = 4200 Kg/cm2 (grado 60) 5.00 REVENIMIENTO (Slump) . . . . . . . . . . 4" (Concreto vibrado) 6.00 RECUBRIMIENTOS DEL REFUERZO (MIN.) 4.00 ALBANILERIA 7.00 DESENCOFRADO t = 2.50 Kg/cm2 ESPECIFICACIONES TECNICAS GENERALES 4.02. Resistencia a la Compresion de la albanileria: d) Vigas peraltadas y columnas (al estribo) . . . . . . . . 3.5 cm. b) Unidad de albanileria : Ladrillo de arcilla tipo III, con resistencia a) Mortero de Cemento-Arena C:A = 1:4 (proporcion volumetrica) c) Losas macizas y aligerada, vigas planas . . . . . . . 2.5 cm. a la compresion: f'b = 95 Kg/cm2. 4.01 Componentes: Usar Cemento Portland Tipo I f'm= 35 Kg/Cm2. Sobrecimiento: . . . . . . . . . . . + 30% de piedra mediana (max. 4") Cemento-Hormigon C:H = 1:10

Language	Spanish
Drawing Type	Section
Category	House
Additional Screenshots
File Type	dwg
Materials	Glass, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Pool, Deck / Patio
Tags	apartamento, apartment, appartement, aufenthalt, autocad, bedrooms, casa, chalet, dwelling unit, DWG, elevations, haus, house, logement, maison, plants, residên, residence, section, sections, twoo, unidade de moradia, villa, wohnung, wohnung einheit