Casa Ballena Structural Design; The Most; Peru DWG Block for AutoCAD

Casa Ballena Structural Design; The Most; Peru DWG Block for AutoCAD

Design structure; house whale; the most; Peru. Lightened slab – Stairs – pool

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

sardinel on sidewalk, esc:, granular base, note:, corrugated iron, the specified dimensions, should end in, hooks which, will be housed in concrete with, in the picture shown., column slab, the reinforcing steel used, in shape on beams, standard hooks on rods, n. F. p., var., central shoe, variable, variable, esc:, shoe exentrica, flooring: concrete: c: h, var., min., flooring: concrete: c: h, min., n. F. p., stirrups in, specified, columns beams, var., var., stairway, esc:, npt m., stairway, esc:, npt m., perspective beam column beam, esc:, rto., esc:, rto., cut, cut, esc:, vp girder, beam goes, beam, your B. rectangular in. in. of wood type varnished pressure. flat metal plate fixing screws between plate met. plastic fixing., detail, granular base, foundation, granular base, your B., recessed wall, anchor bolts, your B., recessed wall, your B., recessed wall, your B., recessed wall, your B., recessed wall, wood type, tubular profile of welded tub., flown, npt m., esc:, rto., esc:, cut, esc:, cut, esc:, soles cm., bed over cm., concrete, cut, esc:, mesh, machine room, tank, top, suction, ladder foundation, terrace, ss.hh, bedroom, terrace, ss.hh, bedroom, terrace, foundations, draft:, owner:, Location:, flat:, date:, scale:, sheet, drawing:, August, indicated, single family Home, bach. johan walls leveau, print on, cut, esc, foundation, false floor, floor, granular material, granular base, false floor, floor, granular material, cut, esc, foundation, false floor, floor, granular material, granular base, false floor, floor, granular material, cut, esc, foundation, false floor, floor, granular material, granular base, false floor, floor, granular material, of reinforcement, astm steel, to the abutment in beams structural columns cm., concrete in contact with soil exposed to the environment, the brick for partition walls will be kk type iv of holes of cm., structural, fc in shoes, simple low resistance, the quality of the materials will be the same as for the concrete, structural., cyclopean, p.m. max. in surprises, e.g. in running foundation., e.g. in false shoes, mixed structural system porticos confined walls, in columns., in the boundary walls seated with mortar, fb joint thickness cm. with resistance, the columns of the boundary where indicated are emptied between, toothed walls the upper beam directly on the walls, portland type cement will be used, Related searches, technical standards for masonry, seismic-resistant design standards, the bearing capacity of the soil, it was assumed, fc in slabs., shoe box, kind, section, height, steel, foundation, second frame, kind, section, steel, a.e., bach. johan walls leveau, lightened slab, draft:, owner:, Location:, flat:, date:, scale:, sheet, drawing:, August, indicated, single family Home, bach. johan walls leveau, lightened, beams, staircase empty, solid slab ladder, note: the steel will be corrugated of Peruvian product the stirrups will have adequate hook min cm the wing

Raw text data extracted from CAD file:

\A1;.45 \A1;1.50 \A1;.45 \A1;.60 \A1;4.05 \A1;.38 \A1;2.96 \A1;.53 \A1;2.94 \A1;.60 \A1;.45 \A1;.45 \A1;1.40 \A1;1.50 \A1;1.10 \A1;1.50 \A1;2.50 \A1;1.50 \A1;1.85 \A1;1.50 \A1;.40 \A1;2.90 \A1;2.60 \A1;4.00 \A1;3.35 \A1;2.05 \A1;5.55 \A1;2.36 \A1;4.44 \A1;.63 \A1;0.10 \A1;.63 \A1;1.40 \A1;1.50 \A1;.57 \A1;.53 \A1;.53 \A1;.55 \A1;1.50 \A1;.40 \A1;1.35 \A1;.45 \A1;.30 \A1;1.50 \A1;1.85 \A1;.60 \A1;.45 \A1;.45 \A1;.63 \A1;4.05 \A1;.45 \A1;1.05 \A1;.71 \A1;1.05 \A1;3.54 \A1;.60 \A1;.45 \A1;.45 \A1;.40 \A1;1.50 \A1;1.40 \A1;1.50 \A1;.57 \A1;.53 \A1;.60 \A1;.45 \A1;.45 \A1;1.09 \A1;.50 \A1;.16 \A1;.45 \A1;.30 \A1;1.50 \A1;1.85 \A1;.63 \A1;.25 \A1;.63 \A1;.40 \A1;13.85 \A1;1.50 \A1;2.94 \A1;1.50 \A1;.86 \A1;1.50 \A1;2.67 \A1;1.38 \A1;.62 \A1;.45 \A1;.43 \A1;5.57 \A1;2.36 \A1;4.44 \A1;13.85 \A1;.40 \A1;1.50 \A1;1.40 \A1;1.50 \A1;1.10 \A1;1.50 \A1;2.50 \A1;1.50 \A1;1.85 \A1;1.50 \A1;.55 \A1;1.50 \A1;.63 \A1;1.38 \A1;2.67 \A1;.60 \A1;.45 \A1;.45 \A1;.86 \A1;.63 \A1;.25 \A1;.63 \A1;2.94 \A1;.60 \A1;.45 \A1;.45 \A1;1.50 \A1;1.40 \A1;1.50 \A1;1.10 \A1;1.50 \A1;1.00 \A1;.90 \A1;.60 \A1;.60 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.95 \A1;.63 \A1;.25 \A1;.63 \A1;.55 \A1;.63 \A1;.25 \A1;.63 \A1;.55 \A1;5.55 \A1;.90 \A1;1.91 \A1;.45 \A1;.50 \A1;2.90 \A1;2.60 \A1;4.00 \A1;3.35 \A1;2.05 \A1;16.80 \A1;1.50 \A1;1.38 \A1;2.67 \A1;1.50 \A1;.86 \A1;1.50 \A1;1.40 \A1;1.50 \A1;1.10 \A1;1.50 \A1;1.45 \A1;.45 \A1;.60 \A1;.60 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.95 \A1;.63 \A1;.25 \A1;.63 \A1;.55 \A1;.63 \A1;.25 \A1;.63 \LCORTE 1 - 1 SARDINEL EN VEREDA ESC: 1/20 \A1;.20 \A1;.10 \A1;.10 Base Granular NFP=0.15 NTN=0.00 \A1;.10 \A1;.10 \A1;.35 \A1;.10 A A \A1;1.50 \A1;1.50 \A1;.30 \A1;.30 \A1;.35 \A1;1.50 \A1;1.50 Ø 1/2" @ .175 Ø 1/2" @ .175 1.499999999999773 1.500000000000455 5 5 5 5 5 C1 Z1 \A1;\Fsimplex.shx;G NOTA: G(cm) 5 DE FIERRO CORRUGADAS ø 1/4" 15 1/2" 25 3/8" 20 5/8" 35 3/4" 45 LAS DIMENSIONES ESPECIFICADAS Y VIGAS, DEBERAN TERMINAR EN GANCHOS STANDARD, LOS CUALES SE ALOJARAN EN EL CONCRETO CON EN EL CUADRO MOSTRADO. Y LOSA DE CIMENTACION, COLUMNA EL ACERO DE REFUERZO UTILIZADO EN FORMA LONGITUDINAL, EN VIGAS CUADRO DE GANCHOS STANDARD EN VARILLAS N. F. P. Var. 0.60 ZAPATA CENTRAL d 1/2" @ 0.175 5 VARIABLE 0.10 0.10 VARIABLE ESC: 1/25 d 1/2" @ 0.175 ZAPATA EXENTRICA SOLADO: CONCRETO: C:H = 1:10 0.10 0.60 \LD E T A L L E S D E Z A P A T A - C O L U M N A Var. 5 0.10 2.00 - MIN. SOLADO: CONCRETO: C:H = 1:10 3 d 3/8" 0.60 3 d 3/8" 2.00 - MIN. N. F. P. 0.60 ESTRIBOS EN a 45° 45° r ESPECIFICADO ESPECIFICADO COLUMNAS Y VIGAS \A1;a \A1;r 0.25 Var. 0.25 Var. \A1;0.50 \A1;0.80 \A1;0.10 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.45 \A1;0.63 \A1;0.15 \A1;0.50 \A1;1.40 \A1;0.40 \A1;1.47 \A1;0.50 \A1;0.60 \A1;0.70 \A1;1.04 \A1;0.93 \A1;0.93 \A1;0.30 \A1;0.18 \A1;0.17 \A1;0.95 \A1;3.21 \A1;0.51 \A1;0.30 \W8.55664; \LPRIMER TRAMO ESCALERA \W5.59725; ESC: 1/25 5 5 5 5 5 5 0.1700000000000728 0.1700000000000728 0.1700000000000728 0.1700000000000728 0.1700000000000728 \W9.85880; \A1;3/8 a 0.25 5 d 3/8" 5 d 1/2" NPT + 0.45 m. 0.7000000000002728 1.037057767448005 0.9322074664651154 0.9299508928302203 0.2999999999997272 d5/8" d5/8" 5 5 5 5 5 5 0.180000000000291 0.1677476051690974 0.9467567610208789 5 5 3.205882352942353 0.5111171038756765 5 5 d 1/2" 5 d 3/8" d5/8" d5/8" 5 d 1/2" \W9.85880; \A1;3/8 a 0.25 \W8.04601; \LSEGUNDO TRAMO ESCALERA \W5.23649; ESC: 1/25 \W9.85880; \A1;3/8 a 0.25 \W9.85880; \A1;3/8 a 0.25 NPT + 3.65 m. \A1;2.18 \A1;0.20 \A1;0.30 \A1;5.25 \A1;0.30 \A1;2.06 \A1;0.30 \A1;4.14 \A1;0.30 \A1;1.00 \A1;0.30 \A1;2.60 \A1;0.30 \A1;2.30 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.05 \A1;0.30 \A1;1.75 \A1;0.30 \A1;1.00 \A1;0.30 \A1;2.60 \A1;0.30 \A1;2.30 \A1;0.30 \A1;3.70 \A1;0.30 \A1;3.05 \A1;0.30 \A1;1.00 \A1;0.30 \A1;4.14 \A1;0.30 \A1;2.06 \A1;0.30 \A1;5.25 \A1;0.30 \A1;5.55 \A1;2.36 \A1;4.44 \A1;2.90 \A1;2.60 \A1;4.00 \A1;3.35 \A1;2.05 \A1;5.57 \A1;2.36 \A1;4.44 \A1;2.90 \A1;2.60 \A1;4.00 \A1;3.35 \A1;2.05 \A1;15.15 \A1;5.85 \A1;2.06 \A1;4.74 \A1;12.65 \A1;16.20 \A1;12.65 \W0.66573; PERSPECTIVA ENCUENTRO \W0.66573; VIGA - COLUMNA A \A1;.20 \A1;.30 \A1;.25 \A1;.30 \A1;.25 \A1;0.70 \A1;0.70 \A1;0.65 \A1;0.65 \A1;1.00 \A1;1.70 \A1;1.00 \A1;1.00 \A1;1.20 \A1;0.61 \A1;1.84 \A1;0.60 \A1;0.40 \A1;1.00 \A1;0.40 \A1;1.20 \A1;0.61 \A1;1.84 \A1;0.60 \A1;0.70 \A1;0.70 \A1;0.65 \A1;1.00 \A1;1.00 \A1;1.10 \A1;0.70 \A1;0.70 \A1;0.55 \A1;0.55 \A1;1.40 \A1;1.10 \A1;1.00 \A1;0.55 \A1;0.90 \A1;1.40 \A1;0.65 \A1;1.00 \A1;1.00 \A1;0.90 \A1;0.75 \A1;0.65 \A1;1.00 \A1;1.20 \A1;0.61 \A1;1.84 \A1;0.60 \A1;0.70 \A1;0.70 \A1;0.65 \A1;1.00 \A1;1.70 \A1;1.00 \A1;1.00 \A1;0.65 \A1;1.10 \A1;1.10 \A1;0.55 \A1;0.90 \A1;1.00 \A1;0.90 \A1;0.75 \A1;1.00 \A1;0.30 \A1;0.45 \A1;0.45 \A1;0.80 \A1;0.80 \A1;1.00 \A1;1.00 \A1;0.60 \A1;0.60 \A1;0.65 \A1;0.65 \A1;0.25 \A1;0.25 \A1;0.60 \A1;0.70 \A1;0.70 \A1;0.45 \A1;0.45 \A1;0.50 \A1;0.50 \A1;0.60 \A1;0.30 \A1;1.75 \A1;0.30 \A1;3.05 \A1;0.30 \A1;3.70 \A1;0.30 \A1;2.30 \A1;0.30 \A1;2.60 VA - 103, 104 (0.30 X 0.25) 0.3000000000001819 1.750949386061166 0.3000000000001819 3.049050613938562 0.3000000000001819 3.700955834665365 0.3000000000001819 2.299421987127062 0.3000000000001819 2.599622178244772 0.2999999999997272 0.4499999999998181 0.4499999999998181 0.8000000000001819 0.8000000000010914 1.0 1.0 0.6000000000003638 0.599999999999909 0.6499999999996362 0.6500000000005457 5 5 0.599999999999909 0.6999999999998181 0.6999999999998181 0.4500000000002728 0.4500000000002728 0.5000000000004547 0.5 ESC: 1/25 2d5/8" 0.6000000000003638 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" d3/8"2@.05, 4@.10, 1@.15, Rto. @.20 A/L d3/8"2@.05, 4@.10, 1@.15, Rto. @.20 A/L d3/8"2@.05, 4@.10, 1@.15, Rto. @.20 A/L d3/8"2@.05, 4@.10, 1@.15, Rto. @.20 A/L d3/8"2@.05, 4@.10, 1@.15, Rto. @.20 A/L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 \W5.08211; VS-01 \W5.08211; VS-01 \A1;0.30 \A1;3.05 \A1;0.30 \A1;3.70 \A1;0.30 \A1;2.30 \A1;0.30 \A1;2.60 \A1;0.30 \A1;0.80 \A1;0.80 \A1;1.00 \A1;1.00 \A1;0.60 \A1;0.60 \A1;0.65 \A1;0.65 \A1;0.60 \A1;0.70 \A1;0.70 \A1;0.45 \A1;0.45 \A1;0.50 \A1;0.50 \A1;0.60 VA - 101, 102 (0.30 X 0.25) 0.3000000000001819 3.049050613938562 0.3000000000001819 3.700955834665365 0.3000000000001819 2.299421987127062 0.3000000000001819 2.599622178244772 0.2999999999997272 0.8000000000001819 0.8000000000010914 1.0 1.0 0.6000000000003638 0.599999999999909 0.6499999999996362 0.6500000000005457 0.599999999999909 0.6999999999998181 0.6999999999998181 0.4500000000002728 0.4500000000002728 0.5000000000004547 0.5 ESC: 1/25 2d5/8" 0.6000000000003638 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" d3/8"2@.05, 4@.10, 1@.15, Rto. @.20 A/L d3/8"2@.05, 4@.10, 1@.15, Rto. @.20 A/L d3/8"2@.05, 4@.10, 1@.15, Rto. @.20 A/L d3/8"2@.05, 4@.10, 1@.15, Rto. @.20 A/L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 \W5.08211; VS-01 \W5.08211; VS-01 CORTE 1-1 (.25x.30) 5 5 2d5/8" 2d5/8" 1d1/2" CORTE 2-2 (.25x.30) 5 5 2d5/8" 2d5/8" 1d1/2" \W0.30952; ESC: 1/25 \W0.30952; ESC: 1/25 \W6.40659; VIGA VP - \W0.26373; 101, 102, 103, 104, 105 \W6.97802; (.25x.30) .30 .30 2d5/8" 2d5/8" 1d1/2" 2d5/8" \W1.97828; VIGA VA - \W1.97828; 101,102,103,104 \W2.47828; (.25x.30) .30 .25 2d5/8" 2d5/8" 1d1/2" 2d1/2" \W8.11659; VIGA VS-01 \W8.59278; (.25x.20) .20 .25 2d5/8" 2d5/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" \A1;0.02 \A1;0.22 \A1;0.02 \A1;0.02 \A1;0.04 \A1;0.01 \A1;0.02 \A1;0.04 \A1;0.01 \A1;0.25 1 2 3 4 1 = Tub. Rectangular de 6 pulg. X 3 pulg. 2 = 15 mm/Lamina de Madera Tipo "C" Caoba, o Tornillo, Barnizado a presión. 3 = 6mm/ Placa Metalica Plana 4= Tornillos de Fijación entre Placa Met. y Madera, incl/Tarugo Plastico de Fijación. DETALLE 1 FIJACIÓN DE PASO A VIGA METALICA 0.0149999999998727 0.2200000000002547 0.0149999999998727 0.0149999999998727 0.0399999999999636 0.0060000000003129 0.0149999999998727 0.0399999999999636 0.0060000000003129 0.25 \A1;0.48 \A1;2.12 \A1;0.48 \A1;1.90 \A1;0.48 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.07 \A1;0.06 \A1;3.34 Base Granular CIMIENTO CIMIENTO CIMIENTO Base Granular Base Granular \W2.49227; TUB. 6"PULGADAS \W2.49227; TUB. 6"PULGADAS EMPOTRADA EN MURO EMPOTRADA EN MURO Pernos de Anclaje Pernos de Anclaje Pernos de Anclaje \W2.49227; TUB. 3"PULGADAS EMPOTRADA EN MURO \W2.49227; TUB. 3"PULGADAS EMPOTRADA EN MURO \W2.49227; TUB. 3"PULGADAS EMPOTRADA EN MURO \W2.49227; TUB. 3"PULGADAS EMPOTRADA EN MURO Madera Tipo "C" Perfil tubular de 40 x 40mm Soldado a Tub. 6"Pulg Perfil tubular de 40 x 40mm Soldado a Tub. 6"Pulg Perfil tubular de 40 x 40mm Soldado a Tub. 6"Pulg Perfil tubular de 40 x 40mm Soldado a Tub. 6"Pulg 0.478701627882856 2.116578419571397 0.4779194531947724 1.900245430940231 0.478701627882856 0.1700000000000728 0.1700000000000728 0.1700000000000728 0.1700000000000728 0.1700000000000728 0.1700000000000728 0.1700000000000728 0.1700000000000728 0.1700000000000728 0.1700000000000728 0.1700000000000728 0.1700000000000728 0.1700000000000728 0.1700000000000728 0.1700000000000728 0.1700000000000728 0.1700000000000728 0.1700000000000728 0.1700000000000728 0.1700000000000728 5 5 3.339000000001533 \W9.32117; \LEscalera Volada NPT + 0.45 m. \W8.08304; ESC: 1/25 \A1;.20 \A1;.25 \A1;.30 \A1;.30 \A1;.30 \A1;.25 \A1;0.30 \A1;4.14 \A1;0.30 \A1;2.06 \A1;0.10 \A1;5.25 \A1;0.30 \A1;0.55 \A1;0.55 \A1;0.70 \A1;1.05 \A1;0.55 \A1;0.55 \A1;0.40 \A1;0.40 \A1;1.05 \A1;2.63 \A1;2.63 \A1;1.05 0.3000000000029104 4.143376045258265 0.3000000000010914 2.057291728902783 0.101996565385889 5.253609155839058 0.3000000000001819 0.5500000000001819 0.5500000000001819 0.6999999999998181 1.050000000000182 0.5500000000006366 0.5500000000001819 0.4000000000000909 0.4000000000000909 1.050000000000182 2.626804577919756 2.626804577919302 1.050000000000182 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" d3/8"2@.05, 4@.10, 1@.15, Rto. @.20 A/L d3/8"2@.05, 4@.10, 1@.15, Rto. @.20 A/L d3/8"2@.05, 4@.10, 1@.15, Rto. @.20 A/L VP - 101, 102, 103, 104, 105 (0.30 X 0.30) ESC: 1/25 \A1;.30 \A1;.30 \A1;.30 \A1;.30 CORTE 2-2 (.25x.30) \W0.30952; ESC: 1/25 5 5 2d5/8" 2d5/8" 1d1/2" 2d5/8" 1d1/2" CORTE 1-1 (.25x.30) \W0.30952; ESC: 1/25 5 5 2d5/8" 2d5/8" 1d1/2" 2d5/8" \A1;L \A1;L \A1;r \A1;r \A1;0.25 \A1;0.10 \A1;0.20 \A1;0.96 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.10 \A1;0.20 \A1;1.30 \A1;0.10 \A1;0.20 \A1;8.03 \A1;0.93 \A1;84° \A1;174° SOLADO e= 10 cm. 1:12 CAMA OVER e= 20 cm. CONCRETO f'c= 210 Kg./cm² CORTE A-A ESC: 1/50 d 1/2'' @ .30 d 3/8'' @ .25 d 3/8'' @ .25 0.25 0.0999999999999091 0.2000000000000455 0.9630105165506393 0.25 0.25 0.25 0.25 0.25 0.0999999999999091 0.2000000000000455 1.298918501993967 0.0999999999999091 0.2000000000000455 8.0300000000002 0.9330105165495297 5 5 MALLA d 3/8" @ .25 d 1/2'' @ .30 d 1/2'' @ .30 d 1/2'' @ .30 d 1/2'' @ .30 \A1;R2.31 \A1;R1.65 \A1;R5.25 \A1;R1.11 \A1;R1.31 \A1;R0.94 \A1;R6.27 5 5 5 5 5 5 5 \A1;1.50 \A1;1.40 \A1;2.70 \A1;0.80 \A1;2.30 \A1;0.15 \A1;2.45 \A1;1.50 \A1;0.90 \A1;0.10 CUARTO DE MAQUINAS CISTERNA TAPA SUCCION d2" 1.5 1.400000000000091 2.699999999999818 0.8000000000001819 2.299999999998818 0.1500000000012278 2.450000000000045 1.5 0.900000000000091 0.0999999999999091 \A1;1.85 \A1;3.54 \A1;0.13 \A1;0.44 \A1;0.13 \A1;.71 \A1;0.07 \A1;0.15 .10 \A1;2.20 \A1;1.40 .20 .20 \A1;.45 \A1;.15 \A1;1.10 \A1;1.90 \A1;2.20 \A1;.20 \A1;.60 \A1;.15 \A1;.30 \A1;1.40 \A1;2.07 \A1;.20 \A1;1.90 \A1;1.40 \A1;.15 \A1;.15 \A1;.15 \A1;.25 \A1;1.90 \A1;1.40 \A1;1.10 \A1;.15 \A1;.15 \A1;1.40 \A1;.50 \A1;.50 \A1;.15 \A1;.15 \A1;2.20 \A1;1.07 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 Ø 1/2" @ .175 Ø 1/2" @ .175 VC (15x30) VC (15x30) VC (15x30) VC (15x30) VC (25x30) VC (25x30) VC (25x30) VC (25x30) VC (25x30) VC (25x30) VC (25x30) VC (25x30) VC (25x30) Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 VC (25x30) VC (25x30) VC (25x30) VC (25x30) VC (25x30) VC (25x30) VC (25x30) VC (25x30) VC (25x30) VC (25x30) VC (25x30) VC (25x30) VC (25x30) Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 Ø 1/2" @ .175 VC1 VC1 VC1 VC1 VC1 VC1 VC1 VC1 VC1 VC1 VC1 VC1 VC1 VC1 VC1 VC1 VC1 Cimiento de Escalera A B C D E F A B C D E F 1 2 3 4 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TERRAZA TERRAZA SS.HH SS.HH DORMITORIO DORMITORIO TERRAZA SS.HH DORMITORIO TERRAZA CIMENTACIONES PROYECTO: PROPIETARIO: UBICACION: PLANO: FECHA: DISE\U+0143O: ESCALA: LAMINA N\U+00B0: DIBUJO: AGOSTO - 2015 INDICADA E-01 Vivienda Unifamiliar Bach. Johan Paredes Leveau \W2.99726; IMPRIMIR EN A2 1/75EN A2 1/75 \A1;.60 CORTE A-A Esc : 1/25 \A1;.40 CIMIENTO FALSO PISO PISO S/C \A1;.15 MATERIAL GRANULAR Base Granular FALSO PISO PISO MATERIAL GRANULAR \A1;.10 CORTE B-B Esc : 1/25 \A1;.40 CIMIENTO FALSO PISO PISO S/C \A1;.15 MATERIAL GRANULAR Base Granular FALSO PISO PISO MATERIAL GRANULAR \A1;.10 \A1;.60 \A1;.30 2 d 5/8" 2 d 1/2" \A1;.60 CORTE C-C Esc : 1/25 \A1;.40 CIMIENTO FALSO PISO PISO S/C MATERIAL GRANULAR Base Granular FALSO PISO PISO MATERIAL GRANULAR \A1;.10 B B A A A A A A A A A A A A B B B B B B B B B B B B B B B B B B 2 d 5/8" 2 d 1/2" C C C C C C C C C C C C C C B B .13 .24 .09 E S P E C I F I C A C I O N E S T E C N IC A S 1) \LACERO DE REFUERZO : ACERO ASTM GRADO 60, f´y = 4,200 Kg/cm2. 2) \LSUELO : 3) \LSOBRECARGA :\l \W7.92225; \LALIGERADO : 250 Kg/m2. 4) \LRECUBRIMIENTOS :\l - AL ESTRIBO EN VIGAS Y COLUMNAS ESTRUCTURALES 2.5 cm. - CONCRETO EN CONTACTO CON EL SUELO o EXPUESTO AL AMBIENTE = 7.5CM 5) \LALBAÑILERIA :\l EL LADRILLO PARA TABIQUERIA SERA KK TIPO IV , DE 18 HUECOS DE 9x13x24 cm. 6) \LCONCRETOS :\l 6.1 ) \LCONCRETO ESTRUCTURAL fc = 175 kg/cm2. , EN ZAPATAS 6.2 ) \LCONCRETO SIMPLE DE BAJA RESISTENCIA fc= 100 kg/cm2. LA CALIDAD DE LOS MATERIALES SERAN LOS MISMOS QUE PARA EL CONCRETO ESTRUCTURAL. 6.3 ) \LCONCRETO CICLOPEO fc= 140 kg/cm2. + 25 % P.M. Max. 3" EN SOBRECIMIENTOS . fc= 100 kg/cm2. + 30 % P.G. EN CIMIENTO CORRIDO. fc= 100 kg/cm2. + 50 % P.G. EN FALSAS ZAPATAS . SISTEMA ESTRUCTURAL MIXTO PORTICOS Y MUROS CONFINADOS EN COLUMNAS. EN LOS MUROS DE LINDERO y/o PERIMETRO, ASENTADO CON MORTERO fb = 130 Kg/cm2. Y ESPESOR DE JUNTA 1.50 cm. , CON RESISTENCIA fm = 40 Kg/ cm2. LAS COLUMNAS DEL LINDERO Y EN DONDE SE INDIQUE SE VACIARAN ENTRE MUROS DENTADOS Y A LA VIGA SUPERIOR DIRECTAMENTE SOBRE LOS MUROS SE UTILIZARA CEMENTO PORTLAND TIPO I 7) \LNORMAS :\l NORMAS TECNICAS CONCRETO ARMADO E - 0.60 NORMAS TECNICAS DE ALBAÑILERIA E - 0.70 NORMAS DE DISEÑO SISMORESISTENTE E - 0.30 \LESCALERA\l : S/C = 400 Kg/ m2. LA CAPACIDAD PORTANTE DEL SUELO SE ASUMIO T=1.00kg/cm2 fc = 210 kg/cm2. , EN VIGAS, COLUMNAS, Y LOSAS. \W8.21514; CUADRO DE ZAPATAS Z-1 TIPO SECCION A x B 1.50 x 1.50 ALTURA 0.60 ACERO d 1/2" @ 0.175 r(cm.) 1.3 2.0 2.5 a(cm.) 6.5 10.0 12.5 d 1/4" 1/2" 3/8" \A1;.30 \A1;.10 \A1;.10 \A1;.05 CIMENTACIÓN 210KG/CM2 ESC:1/75 CUADRO DE COLUMNAS(PRIMER y SEGUNDO PISO) TIPO SECCION ACERO 0.30 C-1 2 d5/8" d 3/8": 4@0.05; 4@0.10; 4@0.15 Rto@0.20 A.E. 0.30 2 d1/2" 2 d5/8" Bach. Johan Paredes Leveau LOSA ALIGERADA PROYECTO: PROPIETARIO: UBICACION: PLANO: FECHA: DISE\U+0143O: ESCALA: LAMINA N\U+00B0: DIBUJO: AGOSTO - 2015 INDICADA E-02 Vivienda Unifamiliar Bach. Johan Paredes Leveau Bach. Johan Paredes Leveau \W4.17381; \LLOSA ALIGERADA Y \W8.08690; VIGAS VP - 101 (0.30 X 0.30) VP - 101 (0.30 X 0.30) VP - 101 (0.30 X 0.30) VP - 102 (0.30 X 0.30) VP - 102 (0.30 X 0.30) VP - 102 (0.30 X 0.30) VACIO DE ESCALERA VP - 103(0.30 X 0.30) VP - 103 (0.30 X 0.30) VP - 103 (0.30 X 0.30) VP - 104 (0.30 X 0.30) VP - 104 (0.30 X 0.30) VP - 104 (0.30 X 0.30) VP - 105 (0.30 X 0.30) VP - 105 (0.30 X 0.30) VP - 105 (0.30 X 0.30) VA - 101 (0.25 X 0.30) VA - 102 (0.25 X 0.30) VA - 103 (0.25 X 0.30) VA - 104 (0.25 X 0.30) VA - 101 (0.25 X 0.30) VA - 102 (0.25 X 0.30) VA - 103 (0.25 X 0.30) VA - 104 (0.25 X 0.30) VA - 101 (0.25 X 0.30) VA - 102 (0.25 X 0.30) VA - 103 (0.25 X 0.30) VA - 104 (0.25 X 0.30) VA - 101 (0.25 X 0.30) VA - 102 (0.25 X 0.30) VA - 103 (0.25 X 0.30) VA - 104 (0.25 X 0.30) VS-01 (0.25X0.20) VA - 103 (0.25 X 0.30) VA - 104 (0.25 X 0.30) VS-02 (0.20 X 0.20) VS-01 (0.25X0.20) VS-01 (0.25X0.20) VS-01 (0.25X0.20) VS-01 (0.25X0.20) VS-01 (0.25X0.20) LOSA MACIZA DE ESCALERA d3/8 @ 0.20 d3/8 @ 0.20 d3/8 @ 0.20 D 10 V A 13 V C 05 V B 13 V A B C D E F A B C D E F 1 2 3 4 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NOTA: 1.- El acero será corrugado y de fy=4200 kg/cm2 producto peruano 2.- Los estribos tendrán gancho adecuado L min = 7 cm 3.- El alambre de amarre será Nº 16 y adecuado para cumplir tal función con una longitud aprox. de 30 cm. VISTA POR A-A d1/4"@.25 SECCION TIPICA DE LOSA LLENA(h=.20) ESCALA:1/10 DE TEMPERATURA .20 d1/2"@.25 d1/2"@.25 TRASLAPE DE VIGAS NO ESPECIFICADAS EN LAMINAS d A B d5/8" .70 0.70 B d3/8" d1/2" .40 .40 .50 .40 A ELEVACION COLUMNA VIGA .20 .20 0.05 (tip) O1/4" (ADICIONAL) .20 .20 VIGA VIGA 2 O1/4" (ADICIONAL) VIGA VIGA PLANTA 2 O1/4" (ADICIONAL) VIGA VIGA .20 .20 ENTREGAS TIPICAS DE VIGAS NO ESPECIFICADAS EN LAMINAS PLANTA PLANTA \W7.76562; ALIGERADO 1ER PISO S/C 250 Kg./Cm21ER PISO S/C 250 Kg./Cm2 \W8.63066; ESC:1/75 Ø 1/2 Ø 3/8 Ø 1/2 Ø 1/2 Ø 1/2 Ø 1/2 5 5 5 5 5 5 5 5 5 5 5 5 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 5 5 5 Ø 1/2 Ø 3/8 Ø 1/2 Ø 1/2 Ø 1/2 5 5 5 5 5 5 5 5 5 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 Ø 1/2 Ø 3/8 Ø 1/2 Ø 1/2 Ø 1/2 5 5 5 5 5 5 5 5 5 5 5 Ø 3/8 Ø 3/8 Ø 3/8 5 Ø 3/8 5 5 5 5 5 5 5 5 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 D1 Cimiento de Escalera Cimiento de Escalera Cimiento de Escalera L L r r ENTREGA DE VIGUETAS \W3.60842; \LDETALLE DE GANCHO .25 .30 .15 .20 L(m) 3/4" 1/2" 5/8" 3/8" d \A1;0.15 VIGAS PROYECTO: PROPIETARIO: UBICACION: PLANO: FECHA: DISE\U+0143O: ESCALA: LAMINA N\U+00B0: DIBUJO: AGOSTO - 2015 INDICADA E-03 Vivienda Unifamiliar Bach. Johan Paredes Leveau Bach. Johan Paredes Leveau VIGAS PROYECTO: PROPIETARIO: UBICACION: PLANO: FECHA: DISE\U+0143O: ESCALA: LAMINA N\U+00B0: DIBUJO: AGOSTO - 2015 INDICADA E-04 Vivienda Unifamiliar Bach. Johan Paredes Leveau Bach. Johan Paredes Leveau ENMALLADO METALICO IMPERMEABILIZANTE C°A° TARRAJEO PRIMARIO TARRAJEO CON DETALLE DE FIJACION EN PARED PINTURA PARA PISCINA ESC: 1/5 \A1;.20 \A1;1.80 \A1;.50 \A1;.28 \A1;.28 \A1;.28 DETALLE DE ESCALERA EN PISCINA S/E \A1;.20 SOLADO e= 10 cm. 1:12 \W7.12363; PISCINA A A Cap. = 2.50m3 5 5 1.85 .15 5 5 5 5 5 5 5 0.13 0.44 0.13 5 0.07 \A1;0.03 0.15 TAPA CISTERNA .10 .20 Ø 3/8" @ .20 .20 .45 5 5 5 5 d 3/8" @ .20 d 3/8" @ .20 X 5 5 5 5 d 3/8" @ .20 d 3/8" @ .20 X 5 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 5 Cap. = 2.50m3 5 5 5 X d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 5 5 X d 3/8" @ .20 5 5 5 5 5 5 CISTERNA ESC: 1:25 TECHO DE CISTERNA ESC: 1:25 PLANTA DE LA CISTERNA CORTE X - X ELECTROBOMBA CON TRAMPA DE PELO RETORNO MULTIPLE LIMP. MULTIPLE VAL.DE PASO d2" -1.55 FILTRO RAPIDO d1-1/2" RETORNO POLIETILENO EXPANDIDO CAUCHO NPT=-3.57 5 POLIETILENO EXPANDIDO NTT=+0.35

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Plastic, Steel, Wood
Measurement Units
Footprint Area
Building Features	Pool
Tags	autocad, block, casa, dach, dalle, Design, DWG, escadas, escaliers, house, Housing, lajes, lightened, mezanino, mezzanine, PERU, platte, POOL, reservoir, roof, slab, slab lightened, stair, staircase, stairs, structural, structure, telhado, toiture, treppe