Single Family Home DWG Section for AutoCAD

Full Houses – plants – sections – facades – dimensions – designations

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

detail of the typical section, block, type of abutments in gridded confinement beams., section aa, type of abutments in lattice foundation beams., wall support, mave, kitchen, wc, living room, terrace, dining room, room, toilet , master bedroom, vestier, garden, walk, entrance, canoe in galvanized steel, concrete slab, before garden, calsada, be, alcove, main, patio, clothes, home address public network, load table, reservation, bifasic cont three-wire, single-line diagram, total, the conductors of each phase will be colored, all the points are grounded with one, the ground conductor will be green and caliber, notes, protection will be used switches, the counters to be used will be three-phase , the neutral conductor wire will be white, all the conductors will be embedded in wall or floor, simple switch, switchable switch, trasnfm.trifasico.exist., double switch, trip switch le, thermomagnetic, conventions, output for simple shots, fluorescent lamps, ceiling lamps, meter box, box tacos, special outlet outlet, lamps for walls, specials, protections, amps, luminaires, circuit number, sockets, – unit: king kong clay bricks, girders, confinement columns, – iron joints, structural columns, footings, technical specifications

Raw text data extracted from CAD file:

O S N E DETALLE DE LA SECCION TIPICA BLOQUELON BLOQUELON BLOQUELON BLOQUELON 5 5 5 5 5 E 1/4″ f f 0.20 1/2″ 0.15 1/2″ f \A1;.80 \A1;.10 \A1;.15 \A1;.05 \A1;.20 5 5 \A1;.09 5 5 5 \A1;.025 5 \A1;0.015 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 A 1 B C 1 -215.8058517965576 -215.8058517965576 -215.8058517965576 -215.8058517965576 -215.8058517965576 0.15 0.74 0.15 5 No.4 – 1.04m c/15cm 0.15 0.74 0.15 5 No.4 – 1.04m c/15cm E 1/4″ f f 0.25 1/2″ 0.20 1/2″ f E 1/4″ f 0.25 1/2″ 1/2″ f E 1/4″ f 0.25 1/2″ 1/2″ f 0.20 0.20 0.15 0.15 5 No4 -1.04m c/15cm 0.74 USAR 5 No.4 c/15cm 1.04m 0.15 0.15 5 No4 -1.04m c/15cm 0.74 USAR 5 No.4 c/15cm 1.04m 0.15 0.15 5 No4 -1.04m c/15cm 0.74 USAR 5 No.4 c/15cm 1.04m \A1;.20m \A1;1.30m \A1;.25m Recubrimiento de 30 mm 0.05 0.20m Tipología de estribos en vigas de confinamiento reticulares. f 2 1/2″ L= 5.50 A A f E 1/4″ C/20 SECCION A-A E 1/4″ f f 0.20 1/2″ 0.15 1/2″ f 0.06 0.15 L = 0.56 mts. 0.10 0.14 0.05 0.06 2 1/2″ L= 5.50 0.15m 2.0m 3.10m A A SECCION A-A E 1/4″ f f 0.25 1/2″ 0.20 1/2″ f 0.08 0.20 L = 0.76 mts. 0.15 0.19 0.06 0.08 2 1/2″ L= 5.50 2.0m 3.10m f f \W1.99614; VIGA DE CONFINAMIENTO \W4.56186; VIGA DE CIMENTACION Recubrimiento de 30 mm 0.05 0.25m Tipología de estribos en vigas de cimentacion reticulares. 0.20m A B C A B C f E 1/4″ C/10 2 1/2″ L= 5.50 f f E 1/4″ C/20 \A1;4\U+03A6 \S1#2;\H1.4286x;” C/25cm\H1.2857x; \A1;\U+03A6 \H0.7x;\S1#2;\H1.4286x;” C/50cm\H1.2857x; \A1;\U+03A6 \H0.7x;\S3#8;\H1.4286x;” C/25cm\H1.2857x; \A1;4 \U+03A6 \H0.7x;\S1#2;\H1.4286x;” C/25cm\H1.2857x; \A1;\U+03A6 \H0.7x;\S1#2;\H1.4286x;” C/0.50cm\H1.2857x; \A1;\U+03A6 \H0.7x;\S3#8;\H1.4286x;” C/25cm\H1.2857x; \A1; \U+03A6 \H0.7x;\S1#2;\H1.4286x;” C/50cm\H1.2857x; \A1;\U+03A6 \H0.7x;\S3#8;\H1.4286x;” C/25cm\H1.2857x; \A1;\U+03A6 \H0.7x;\S1#2;\H1.4286x;” C/25cm\H1.2857x; \A1;\U+03A6 \H0.7x;\S1#2;\H1.4286x;” C/50cm\H1.2857x; Apoyo de Muro 1.00m Apoyo de Muro 1.70m \A1;4\U+03A6 \H0.7x;\S1#2;\H1.4286x;” C/25cm L=2.43\H1.2857x; \A1;\U+03A6 \H0.7x;\S1#2;\H1.4286x;” C/0.50cm\H1.2857x; L=1.40 \A1;0.15m\H1.2857x;\C5; \A1;0.15\H1.2857x;\C5; Ganchos=10cm Recubrimiento=5cm Tramo 1 Tramo 2 \A1;4\U+03A6 \H0.7x;\S1#2;\H1.4286x;” C/25cm L=4.10\H1.2857x; \A1;\U+03A6 \H0.7x;\S1#2;\H1.4286x;” C/0.50m L=1.20\H1.2857x; \A1;\U+03A6 \H0.7x;\S1#2;\H1.4286x;” C/50cm L=1.65\H1.2857x; \W5.79143; DETALLE ESCALERA 5 \A1;.18 \A1;\U+03A6 \H0.7x;\S1#2;\H1.4286x;” C/0.50cm\H1.2857x; L=1.06 \A1;3.00 \A1;.25 \A1;.02 \A1;.02 \A1;.03 \A1;.07 \A1;.03 \A1;.13 MAVE \A1;1.00 \A1;2.00 \A1;.20 \A1;3.96 \A1;.20 \A1;3.86 \A1;.20 \A1;4.40 \A1;.20 \A1;12.93 \A1;4.18 \A1;4.08 \A1;4.60 \A1;15.00 \A1;2.55 \A1;1.35 \A1;3.10 \A1;3.90 \A1;2.95 \A1;6.85 \A1;2.00 \A1;.20 \A1;3.96 \A1;.20 \A1;3.86 \A1;.20 \A1;1.60 \A1;3.00 \A1;4.60 \A1;4.08 \A1;4.18 \A1;12.00 \A1;.15 \A1;.33 \A1;.80 \A1;.84 \A1;.60 \A1;.59 \A1;.59 \A1;.20 \A1;.45 \A1;2.45 \A1;3.90 \A1;2.95 \A1;6.85 \A1;.15 \A1;.30 \A1;2.20 \A1;.26 \A1;.20 \A1;3.75 \A1;.15 \A1;.15 \A1;.30 \A1;1.80 \A1;.30 \A1;1.35 \A1;.15 \A1;2.80 \A1;.15 \A1;.15 \A1;2.60 \A1;.15 \A1;.20 \A1;3.76 \A1;.15 \A1;.15 \A1;2.75 \A1;1.00 \A1;.15 \A1;1.30 \A1;.70 \A1;.20 \A1;.60 \A1;.15 \A1;1.00 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.15 \A1;.10 \A1;1.00 \A1;.15 \A1;1.15 \A1;.15 \A1;.70 \A1;.80 \A1;.15 \A1;.15 \A1;.80 \A1;.10 \A1;.35 \A1;.25 \A1;.15 \A1;.50 \A1;.80 \A1;1.00 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.00 \A1;.15 \A1;2.30 \A1;1.80 \A1;1.00 \A1;.10 \A1;.90 \A1;.60 \A1;.15 \A1;2.45 \A1;.15 \A1;2.65 \A1;.10 \A1;1.50 \A1;.15 \A1;.15 \A1;.80 \A1;.70 \A1;.10 \A1;2.65 \A1;.15 \A1;2.45 \A1;.15 \A1;3.85 \A1;.15 \A1;3.85 \A1;.15 \A1;1.05 \A1;1.05 \A1;.15 \A1;2.05 \A1;.10 \A1;1.35 \A1;.05 \A1;.90 \A1;.15 \A1;.15 \A1;1.85 \A1;.15 \A1;3.90 \A1;.40 \A1;2.40 \A1;.15 \A1;.65 \A1;.10 \A1;.50 \A1;.15 \A1;1.45 \A1;.15 \A1;3.00 \A1;.15 \A1;1.85 \A1;.15 \A1;.30 \A1;.40 \A1;.60 \A1;.40 \A1;.30 \A1;2.03 \A1;.15 \A1;1.67 \A1;1.55 \A1;.70 \A1;.15 \A1;.90 \A1;.15 \A1;3.40 \A1;.15 \A1;7.00 \A1;.15 \A1;3.75 \A1;.20 \A1;2.76 \A1;.15 \A1;3.90 \A1;2.95 \A1;.20 \A1;3.96 \A1;.20 \A1;3.86 \A1;.20 \A1;4.40 \A1;.20 \A1;4.60 \A1;4.08 \A1;4.18 \A1;13.00 \A1;.15 \A1;.97 \A1;1.80 \A1;.98 \A1;.20 \A1;2.91 \A1;3.90 \A1;2.95 \A1;7.00 \A1;4.60 \A1;.20 \A1;3.86 \A1;.20 \A1;3.96 \A1;.20 \A1;4.18 \A1;4.08 \A1;4.60 \A1;8.40 \A1;.15 \A1;3.25 \A1;.10 \A1;.60 \A1;2.75 \A1;.15 \A1;.15 \A1;3.25 \A1;.60 \A1;.10 \A1;2.75 \A1;.15 \A1;.15 \A1;2.25 \A1;.10 \A1;.90 \A1;.51 \A1;.20 \A1;.90 \A1;1.85 \A1;.15 \A1;.15 \A1;.90 \A1;.05 \A1;1.30 \A1;.10 \A1;.40 \A1;3.95 \A1;.15 \A1;1.00 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;3.95 \A1;.15 \A1;.15 \A1;2.65 \A1;.10 \A1;1.00 \A1;.15 \A1;2.95 \A1;.15 \A1;3.75 \A1;.15 \A1;2.95 \A1;4.60 \A1;.15 \A1;3.92 \A1;.15 \A1;4.03 \A1;.15 \A1;.15 \A1;1.96 \A1;.10 \A1;1.96 \A1;.15 \A1;3.92 \A1;.15 \A1;1.33 \A1;1.80 \A1;1.33 \A1;.15 \A1;.15 \A1;4.03 \A1;.52 \A1;.10 \A1;1.20 \A1;.15 \A1;1.05 \A1;1.05 \A1;.15 \A1;.60 \A1;3.85 \A1;.15 \A1;.20 \A1;3.96 \A1;.20 \A1;3.86 \A1;.20 \A1;4.40 \A1;.20 \A1;.80 \A1;3.82 \A1;.80 \A1;3.28 \A1;.80 \A1;3.38 \A1;.80 \A1;4.18 \A1;4.08 \A1;4.60 \A1;13.00 \A1;13.67 \A1;.15 \A1;3.75 \A1;.20 \A1;.80 \A1;2.78 \A1;.80 \A1;3.90 \A1;.20 \A1;3.96 \A1;.20 \A1;3.86 \A1;.20 \A1;4.18 \A1;4.08 \A1;4.60 \A1;12.85 \A1;.15 \A1;2.76 \A1;.20 \A1;3.75 \A1;.15 \A1;.80 \A1;2.78 \A1;.80 \A1;1.83 \A1;.80 \A1;3.90 \A1;2.95 \A1;7.00 \A1;.15 \A1;.65 \A1;2.78 \A1;.80 \A1;1.83 \A1;.80 \A1;.15 \A1;2.90 \A1;.85 \A1;.15 \A1;2.80 \A1;.15 \A1;.15 \A1;3.75 \A1;.15 \A1;.80 \A1;3.38 \A1;.80 \A1;3.28 \A1;.80 \A1;4.22 \A1;.15 \A1;4.45 \A1;.15 \A1;2.10 \A1;.15 \A1;1.67 \A1;.15 \A1;4.03 \A1;.15 \A1;.15 \A1;3.75 \A1;.20 \A1;.46 \A1;3.90 \A1;.49 \A1;4.39 \A1;.20 \A1;4.40 \A1;.20 \A1;3.86 \A1;.20 \A1;3.96 \A1;.20 \A1;4.18 \A1;1.82 \A1;2.25 \A1;4.60 \A1;3.90 \A1;2.95 \A1;.15 \A1;3.75 \A1;.20 \A1;2.76 \A1;.15 \A1;7.00 \A1;.20 \A1;3.96 \A1;.20 \A1;3.86 \A1;.20 \A1;1.60 \A1;2.92 \A1;4.18 \A1;4.08 \A1;1.60 \A1;3.00 \A1;10.00 \A1;.15 \A1;3.75 \A1;.15 \A1;.35 \A1;.15 \A1;2.37 \A1;.15 \A1;2.45 \A1;.35 \A1;.15 \A1;3.75 \A1;.15 \A1;.15 \A1;2.75 \A1;.15 \A1;.85 \A1;.15 \A1;2.80 \A1;.15 \A1;.15 \A1;3.75 \A1;.15 \A1;2.80 \A1;.15 \A1;.15 \A1;4.03 \A1;.15 \A1;1.68 \A1;.15 \A1;2.10 \A1;.15 \A1;4.45 \A1;.15 \A1;.15 \A1;4.03 \A1;.15 \A1;3.93 \A1;.15 \A1;1.45 \A1;.15 \A1;2.92 04 05 CL CL S 01 02 04 05 06 07 08 09 10 11 12 13 14 15 03 COCINA ALCOBA 3 W.C. SALON ALCOBA 2 ALCOBA 1 \W2.83007; INGRESO \W2.69848; PATIO A 1 B C 2 3 4 5 A B C 1 2 3 4 5 06 07 08 09 10 11 12 13 14 15 1-1´ A-2 1-1´ A-2 A-A´ A-3 A-A´ A-3 COCINA \W2.56412; ALCOBA \W0.29351; PRINCIPAL ALCOBA 4 ALCOBA 5 W.C. W.C. TERRAZA CL A 1 B C 2 3 4 5 A B C 1 2 3 4 5 1-1´ A-2 1-1´ A-2 A-A´ A-3 A-A´ A-3 CL CL CL S2 S3 S S S S S S3 S S S S S S S2 S S S B 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 4 A B C 3 2 1 A B C 4 3 2 1 COMEDOR SALA COCINA ASEO TERRAZA ALCOBA PRINCIPAL VESTIER \W2.83007; INGRESO \W2.00647; ANDEN \W0.76549; CAZADA \W2.61730; eje vial \W4.04127; Calle \W4.04127; ???? ANTE JARDÍN W.C. W.C. B 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 4 A B C 3 2 1 A B C 4 3 2 1 ALCOBA 1 \W1.36051; ESTAR ALCOBA 3 ALCOBA 2 \W2.01902; PATIO \W2.01902; DE \W2.01902; ROPAS W.C. CL CL CL 4 A B C 3 2 1 A B C 4 3 2 1 \W0.76549; CAZADA \W2.61730; eje vial \W4.04127; Calle \W4.04127; ???? ANDEN INGRESO PENDIENTE DE 25% 12.5° PENDIENTE DE 25% 12.5° PENDIENTE DE 25% 12.5° PENDIENTE DE 25% 12.5° CANOERA EN ACERO GALVANIZADO BALL d4″ CANOERA EN ACERO GALVANIZADO BALL d4″ CANOERA EN ACERO GALVANIZADO BALL d4″ CANOERA EN ACERO GALVANIZADO BALL d4″ LOSA EN CONCRETO LOSA EN CONCRETO \T2.15;FACHADA FRONTAL \T1.40000;ESC………………………..1:50 A-A´ A-3 A-A´ A-3 A-A´ A-3 A-A´ A-3 A-A´ A-3 A-A´ A-3 A B C 1-1´ A-2 1-1´ A-2 1-1´ A-2 1-1´ A-2 1-1´ A-2 1-1´ A-2 4 3 2 1 1-1´ A-2 A B C A-A´ A-3 ALCOBA PRINCIPAL ALCOBA 1 SALA ANTE JARDIN CALSADA ALCOBA 2 COCINA ESTAR B 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 4 A B C 3 2 1 A B C 4 3 2 1 COMEDOR SALA COCINA ASEO TERRAZA ALCOBA PRINCIPAL VESTIER \W2.83007; INGRESO \W2.00647; ANDEN \W0.76549; CAZADA \W2.61730; eje vial \W4.04127; Calle \W4.04127; ???? ANTE JARDÍN W.C. W.C. B 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 4 A B C 3 2 1 A B C 4 3 2 1 ALCOBA 1 \W1.36051; ESTAR ALCOBA 3 ALCOBA 2 \W2.01902; PATIO \W2.01902; DE \W2.01902; ROPAS W.C. CL CL CL A-A´ A-3 A-A´ A-3 A-A´ A-3 A-A´ A-3 1-1´ A-2 1-1´ A-2 1-1´ A-2 1-1´ A-2 4 A B C 3 2 1 A B C 4 3 2 1 \W2.83007; INGRESO \W2.00647; ANDEN \W0.76549; CAZADA \W2.61730; eje vial \W4.04127; Calle \W4.04127; ???? 4 A B C 3 2 1 A B C 4 3 2 1 A-A´ A-3 A-A´ A-3 A-A´ A-3 A-A´ A-3 1-1´ A-2 1-1´ A-2 1-1´ A-2 1-1´ A-2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 4 A B C 3 2 1 A B C 4 3 2 1 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 4 A B C 3 2 1 A B C 4 3 2 1 A-A´ A-3 A-A´ A-3 A-A´ A-3 A-A´ A-3 1-1´ A-2 1-1´ A-2 1-1´ A-2 1-1´ A-2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 W.C. W.C. ANTE JARDÍN VESTIER ALCOBA PRINCIPAL TERRAZA ASEO COCINA SALA COMEDOR 16 15 14 13 12 11 10 09 08 07 06 05 04 03 02 01 B CL CL CL W.C. PATIO DE ROPAS ALCOBA 2 ALCOBA 3 ESTAR ALCOBA 1 16 15 14 13 12 11 10 09 08 07 06 05 04 03 02 01 B B 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 4 A B C 3 2 1 A B C 4 3 2 1 COMEDOR SALA COCINA ASEO TERRAZA ALCOBA PRINCIPAL VESTIER \W2.83007; INGRESO \W2.00647; ANDEN \W0.76549; CAZADA \W2.61730; eje vial \W4.04127; Calle \W4.04127; ???? ANTE JARDÍN W.C. W.C. B 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 4 A B C 3 2 1 A B C 4 3 2 1 ALCOBA 1 ESTAR ALCOBA 3 ALCOBA 2 PATIO DE ROPAS W.C. CL CL CL A-A´ A-3 A-A´ A-3 A-A´ A-3 A-A´ A-3 1-1´ A-2 1-1´ A-2 1-1´ A-2 1-1´ A-2 B 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 4 A B C 3 2 1 A B C 4 3 2 1 COMEDOR SALA COCINA ASEO TERRAZA ALCOBA PRINCIPAL VESTIER \W2.83007; INGRESO \W2.00647; ANDEN \W0.76549; CAZADA \W2.61730; eje vial \W4.04127; Calle \W4.04127; ???? ANTE JARDÍN W.C. W.C. B 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 4 A B C 3 2 1 A B C 4 3 2 1 ALCOBA 1 ESTAR ALCOBA 3 ALCOBA 2 PATIO DE ROPAS W.C. CL CL CL A-A´ A-3 A-A´ A-3 A-A´ A-3 A-A´ A-3 1-1´ A-2 1-1´ A-2 1-1´ A-2 1-1´ A-2 SUBE PVC DE 3/4″ NOTA: TODOS LOS PUNTOS SON DE 1/2″ PAVCO ACOMETIDA A DOMICILIO 1/2″ ACOMETIDA DOMICILIO RED PUBLICA 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 SUBE PVC DE 3/4″ BAJA PVC DE 3/4″ .80X.80 \W1.25914; A TANQUE \W1.25914; SEPTICO ø6″ ø4″ ø3″ ø2″ ø2″ ø4″ ø4″ ø3″ ø2″ ø2″ ø4″ ø4″ ø4″ ø3″ CUADRO DE CARGA 2 4 R E S E R V A C 1 3 5 110/208V I MAX 60 AMP. CONT BIFASICO TRIFILAR 2*50 AMP 15A DIAGRAMA UNIFILAR 20A 15A 20A 20A 5 3-4 2 1 11 1 800 4500 800 2*30 TOTAL 15 2*30 28500 Los conductores de cada fase serán de colores Número 12 Alambre Cu desnudo varilla de cobre de 5/8″ x 2.40 mts. Todos los puntos estan aterrizados con una El conductor de tierra sera de color verde y calibre NOTAS Como proteccion se utilizarán interruptores 2F. 3H de I max de 60 Amp de 110/208 V Los contadores a utilizar seran BIFASICO TRIFILAR El cable de conductor neutro sera de color blanco Todos los conductores estarán empotrados en pared o piso S INTERRUPTOR SENCILLO 2 S 3 C S S INTERRUPTOR CONMUTABLE TRASNFM.TRIFASICO.EXIST. INTERRUPTOR DOBLE INTERRUPTOR TRIPLE termomagnéticos. CONVENCIONES C SALIDA PARA TOMAS SENCILLO LAMPARAS FLUORECENTE LAMPARAS PARA TECHOS CAJA DE CONTADORES CAJA DE TACOS SALIDA TOMA ESPECIAL LAMPARAS PARA PAREDES 20 T.ESPECIALES PROTECCIONES AMP W LUMINARIAS Nº CIRCUITO TOMAS 20 1 6 800 15 S2 S2 S2 S S S S S S S S S S S S \T2.05;CUADRO DE AREAS \T2.05;LOTE 7.00*17.00m. \W3.97050; \T2.05000;AREA \W3.97050; \T2.05000;UNITARI\T2.05000;A \W7.05081; \T2.05000;AREA \W5.03689; \T2.05000;PARCIAL \T2.05;68.37 \T2.05;LOCALIZACION \T2.05;ANTEJARDIN- PORCHE \T2.05;AREA LIBRE \T2.05;RAMPA-VACIO ESCALERA \T2.05;PRIMER PISO \T2.05;SEGUNDO PISO \T2.05;00.00 \T2.05;4.05 \T2.05;68.37 \T2.05;73.67 \T2.05;3.33 \W5.21033; \T2.05000;AREA m2 \T2.05;TOTAL: \T2.05;142.04 m2 – R. N. C. ( Normas E-020, E-030, E-050, E-060) ZAPATAS : f’c = 210 Kg/cm2 VIGAS SECUNDARIAS : f’c = 210 Kg/cm2 COLUMNAS ESTRUCTURALES : f’c = 210 Kg/cm2 (C:H=1:10+30% PG. Ø6″ máx.) (C:H=1:8+25% PM. Ø4″ max.) – UNIDAD : Ladrillos King Kong de Arcilla – CAPACIDAD PORTANTE : 2.0 Kg/cm2. (Verif. Estudio de Suelos) 5.00 ACERO 6.00 NORMAS 2.00 DEL SUELO 3.00 DE LAS SOBRECARGAS 4.00 RECUBRIMIENTOS COLUMNA DE CONFINAMIENTO : f’c = 210 Kg/cm2 VIGAS SOLERAS = 4.00 cm. COLUMNAS DE CONFINAMIENTO – EMPALMES DE FIERRO – ACERO CORRUGADO- Grado 60 : fy = 4200 Kg/cm2. -VIGAS : As (-) : Tercio Central As (+) : a L/4 -COLUMNAS : A 2L/3 (Tramo Central) = 2.50 cm. NIVELES 1°,2° = 250 Kg/cm2. – PROF. DE CIMENTACION : 1.50 m. (Minimo) – MORTERO : C : A = 1 : 5 – JUNTA : 1.5 cm. COLUMNAS ESTRUCTURALES ZAPATAS = 5.0 cm. = 4.00 cm. – FACTOR DE ZONA(2) : 0.30 – Compresión Albañileria : f’m = 55 kg/cm2 – Ladrillo Macizo KK arcilla : 10 x 24 x 14 – Peso Especifico Albañileria : 1,800.00 kg/m3 03. ALBAÑILERIA 1.00 DE LOS MATERIALES CIMIENTOS CORRIDOS : f’c = 100 Kg/cm2. (Cº Ciclopeo) 01. CONCRETO SIMPLE 02. CONCRETO ARMADO FALSO PISO : f’c = 140 Kg/cm2. SOBRECIMIENTOS : f’c = 140 Kg/cm2. SOLADO : f’c = 100 Kg/cm2. VIGAS PRINCIPALES : f’c = 210 Kg/cm2 ESPECIFICACIONES TECNICAS ESCALERA = 250 Kg/cm2. \T2.05;3.33 AREA LOSA CON ANTEJARIN 97.65 M2 AREA ANTE JARDIN 21.78M2 AREA SEMI SOTANO 40M2 ESCALERA 5.77 M2