Dr1 Housing; Shilcayo Band; Tarapoto; Peru DWG Detail for AutoCAD

Dr1 Housing; Shilcayo Band; Tarapoto; Peru DWG Detail for AutoCAD

Vieienda; shilcayo.Plantas band – Structural development – Construction Details

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

note:, of corrugated iron, the specified dimensions, and beams, should end in, standard hooks, which, will be lodged in the concrete with, in the shown chart., and slab of foundation, column, the reinforcing steel used, longitudinally, in beams, box of standard hooks in rods, var., granular base, as.t, as.principal, according to design, polystyrene, concrete strength, according to specification, technopor, parking, interior garden, terrace, bedroom , patio garden, ss.hh, circulation, sidewalk, hall, porcelain design, wood, first level, laundry, light coverage projection, living room, kitchen, terrace, distribution hall, duct, second level, vacuum, projection of vacuum, box of bays – windows, alferzer, width, height, type – material, —, aluminum, sea. wood aluminum, wood, sliding door, rain drain grid, box of bays – doors, screens, staircase foundation, cut aa, foundation, false floor, floor, granular material, cut cc, cut ff, cut bb, cut dd, cut ee, cut gg, cut ii, cut hh, technical specifications, the quality of the materials will be the same as for the concrete, structural., mixed structural system porticos and confined walls, in columns., the columns of the boundary and where it is indicated they will be emptied between, jagged walls and the upper beam directly on the walls, portland type I cement, the bearing capacity of the soil, n. F. p., central shoe, footing exempt, type, section axb, height, steel, section, first level and second level, level, empty of stairs, elevation, column, beam, floor, typical deliveries of beams not specified in sheets, overlap of beams not specified in sheets, bending of rods in steel main reinforcement, bending of rods in stirrups and rings, temperature, view by aa

Raw text data extracted from CAD file:

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Y LOSA DE CIMENTACION, COLUMNA EL ACERO DE REFUERZO UTILIZADO EN FORMA LONGITUDINAL, EN VIGAS CUADRO DE GANCHOS STANDARD EN VARILLAS Var. 0.56 Var. 0.56 \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 \A1;.30 \A1;.30 \A1;.25 \A1;.40 \W0.66573; PERSPECTIVA ENCUENTRO \W0.66573; VIGA - COLUMNA A \A1;.400 \A1;.400 \A1;.150 \A1;1.200 \A1;.100 \A1;.275 \A1;.165 \A1;.500 \A1;1.00 \A1;.10 \A1;1.85 \A1;.700 \A1;.700 \A1;.275 \A1;.165 \A1;2.275 \A1;.940 \A1;.150 5 d 1/2" 5 d 3/8" 5 5 5 5 0.0999999999999943 .275 5 5 5 5 5 d3/8"@.25 \W7.49755; VIGA VS-102 \W8.99755; (.15x.20) 5 d 3/8" 5 d 3/8" d3/8"@.25 5 d 1/2" 5 d 1/2" 5 5 0.2749999999999915 0.1649999999999991 2.275000000000006 0.9399999999999906 5 \A1;.90 \A1;.90 \A1;1.40 \A1;1.40 \A1;.90 \A1;.90 \A1;1.40 \A1;1.40 \A1;.90 \A1;.90 \A1;1.40 \A1;1.40 \A1;.90 \A1;.90 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;.90 \A1;.90 \A1;1.40 \A1;1.40 \A1;.90 \A1;.90 \A1;1.30 \A1;1.30 \A1;.25 \A1;2.70 \A1;.25 \A1;4.05 \A1;.25 \A1;3.00 \A1;4.35 \A1;.21 \A1;4.70 \A1;.25 \A1;3.25 \A1;.25 \A1;4.15 \A1;.25 \A1;1.87 \A1;.38 \A1;3.23 \A1;.25 \A1;1.43 \A1;.25 \A1;4.66 \A1;.25 \A1;3.25 \A1;.25 \A1;1.93 \A1;.20 \A1;2.03 \A1;.25 \A1;1.87 \A1;.25 \A1;1.33 \A1;.00 \A1;1.80 \A1;.22 \A1;.25 \A1;.50 \A1;4.32 \A1;.50 \A1;3.00 \A1;.50 \A1;4.00 \A1;.30 \A1;1.72 \A1;.50 \A1;2.98 \A1;.50 \A1;4.81 \A1;3.52 \A1;4.40 \A1;2.12 \A1;3.48 \A1;.50 \A1;4.32 \A1;.50 \A1;.00 \A1;.30 \A1;4.10 \A1;.30 \A1;1.72 \A1;.50 \A1;2.98 \A1;.50 \A1;1.30 \A1;4.81 \A1;3.52 \A1;4.40 \A1;2.12 \A1;3.48 \A1;.25 \A1;2.70 \A1;.25 \A1;4.05 \A1;.25 \A1;3.00 \A1;4.35 \A1;7.50 \A1;20.13 \A1;7.50 \A1;18.83 \A1;12dB >2 \S1/2;\H1.4286x;" \A1;dB \A1;dB \A1;12dB \A1;dB \A1;12dB \A1;dB \A1;6dB \A1;dB \A1;12dB \A1;135º \A1;.20 \A1;.20 As.T º Ø1/4"@.20 ó @0.25 DETALLE TIPICO DE ALIGERADO h= .20 As.Principal segùn diseño \A1;.15 \A1;.05 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.10 \A1;.33 \A1;.33 Poliestireno Resistencia del concreto segùn especificaciòn Tecnopor \A1;.20 \A1;.80 \A1;.60 \A1;.80 \A1;1.21 \A1;2.53 \A1;2.23 \A1;.30 6 d 1/2" @0.13 d3/8"@.25 5 5 5 0.7999999999999545 1.21000000000015 2.533243238978912 2.23324323897964 0.2999999999992724 \A1;.17 \A1;.90 \A1;.90 d3/8"@.25 5 5 5 4 d 1/2" @0.20 d3/8"@.25 d3/8"@.25 d3/8"@.25 5 5 5 4 d 1/2" @0.20 d3/8"@.25 4 d 1/2" @0.20 d3/8"@.25 d3/8"@.25 5 5 5 5 5 5 5 5 5 5 5 \A1;2.63 \A1;.90 \A1;.47 \A1;.80 \A1;.51 \A1;.17 \A1;.17 \A1;.40 \A1;.40 \A1;.47 \A1;.50 \A1;.50 \A1;3.01 \A1;.90 \A1;.20 \A1;.15 \A1;.30 \A1;.25 \A1;.30 \A1;.25 \A1;.50 \A1;2.98 \A1;.50 \A1;1.72 \A1;.30 \A1;4.00 \A1;.50 \A1;3.00 \A1;.50 \A1;4.32 \A1;.50 .50 .80 .50 \A1;.50 \A1;1.00 \A1;1.00 \A1;.80 \A1;.80 \A1;1.10 \A1;1.10 \A1;.40 \A1;2.03 \A1;.55 \A1;.30 \A1;1.12 \A1;.30 \A1;.80 \A1;2.40 \A1;.80 \A1;.60 \A1;1.80 \A1;.60 \A1;.80 \A1;2.72 \A1;.80 d3/8"2@.05, 4@.10, 1@.15, Rto. @.20 A/L \A1;1.80 \A1;2.72 .50 .80 .50 \A1;1.00 \A1;1.00 \A1;.80 \A1;.80 \A1;1.10 \A1;1.10 \A1;.40 \A1;2.03 \A1;.55 \A1;.30 \A1;1.12 \A1;.30 \A1;.80 \A1;2.40 \A1;.80 \A1;.60 \A1;.60 \A1;.80 \A1;.80 \A1;2.98 \A1;.50 \A1;1.72 \A1;.30 \A1;4.00 \A1;.50 \A1;3.00 \A1;.50 \A1;4.32 \A1;.50 \A1;.50 \A1;.50 .50 .80 .50 \A1;1.80 \A1;2.72 \A1;.50 \A1;2.98 \A1;.50 \A1;1.72 \A1;.30 \A1;4.00 \A1;.50 \A1;3.00 \A1;.50 \A1;4.32 \A1;.50 \A1;.50 \A1;1.00 \A1;1.00 \A1;.80 \A1;.80 \A1;1.10 \A1;1.10 \A1;.40 \A1;2.03 \A1;.55 \A1;.30 \A1;1.12 \A1;.30 \A1;.80 \A1;2.40 \A1;.80 \A1;.60 \A1;.60 \A1;.80 \A1;.80 \A1;1.30 \A1;.82 09 08 07 06 05 04 0.5 2.982966922942978 0.5 1.717033077011365 0.3000000000001819 3.999999999999091 0.5 3.004156030494414 0.5 4.321018640506281 0.5 1 1 2 2 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 0.4999998731627784 0.8000000000001819 0.4999999999995453 0.5 1.000000000000909 1.0 0.8000000000001819 0.8000000000001819 1.100000000000364 1.099999999999909 0.4000000000000909 2.032966922942705 0.5500000000001819 0.2999999999997272 1.117033077011456 0.3000000000001819 0.8000000000001819 2.399999999998727 0.8000000000001819 0.5999999999994543 1.804156030495051 0.599999999999909 0.8000000000001819 2.721018640505918 0.8000000000001819 2d5/8" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" d3/8"2@.05, 4@.10, 1@.15, Rto. @.20 A/L d3/8"3@.05, 6@.10, 2@.15, Rto. @.20 A/L d3/8"3@.05, 6@.10, 2@.15, Rto. @.20 A/L d3/8"3@.05, 6@.10, 2@.15, Rto. @.20 A/L d3/8"2@.05, 4@.10, 1@.15, Rto. @.20 A/L VP - 103 (0.25 X 0.30) \W0.30952; ESC: 1/50 1.300000000002001 2d5/8" 2d5/8" 2d1/2" 09 08 07 06 05 04 0.5 2.982966922942978 0.5 1.717033077011365 0.3000000000001819 3.999999999999091 0.5 3.004156030494414 0.5 4.321018640506281 0.5 1 1 2 2 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 0.4999998731627784 0.8000000000001819 0.4999999999995453 0.5 1.000000000000909 1.0 0.8000000000001819 0.8000000000001819 1.100000000000364 1.099999999999909 0.4000000000000909 2.032966922942705 0.5500000000001819 0.2999999999997272 1.117033077011456 0.3000000000001819 0.8000000000001819 2.399999999998727 0.8000000000001819 0.5999999999994543 1.804156030495051 0.599999999999909 0.8000000000001819 2.721018640505918 0.8000000000001819 2d5/8" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" d3/8"2@.05, 4@.10, 1@.15, Rto. @.20 A/L d3/8"3@.05, 6@.10, 2@.15, Rto. @.20 A/L d3/8"3@.05, 6@.10, 2@.15, Rto. @.20 A/L d3/8"3@.05, 6@.10, 2@.15, Rto. @.20 A/L d3/8"2@.05, 4@.10, 1@.15, Rto. @.20 A/L VP - 102 (0.25 X 0.30) \W0.30952; ESC: 1/50 2d1/2" 2d5/8" 2d5/8" 0.8189969181908054 09 08 07 06 05 04 0.5 2.982966922942978 0.5 1.717033077011365 0.3000000000001819 3.999999999999091 0.5 3.004156030494414 0.5 4.321018640506281 0.5 1 1 2 2 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 0.4999998731627784 0.8000000000001819 0.4999999999995453 0.5 1.000000000000909 1.0 0.8000000000001819 0.8000000000001819 1.100000000000364 1.099999999999909 0.4000000000000909 2.032966922942705 0.5500000000001819 0.2999999999997272 1.117033077011456 0.3000000000001819 0.8000000000001819 2.399999999998727 0.8000000000001819 0.5999999999994543 1.804156030495051 0.599999999999909 0.8000000000001819 2.721018640505918 0.8000000000001819 2d5/8" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" d3/8"2@.05, 4@.10, 1@.15, Rto. @.20 A/L d3/8"3@.05, 6@.10, 2@.15, Rto. @.20 A/L d3/8"3@.05, 6@.10, 2@.15, Rto. @.20 A/L d3/8"3@.05, 6@.10, 2@.15, Rto. @.20 A/L d3/8"2@.05, 4@.10, 1@.15, Rto. @.20 A/L VP - 101 (0.25 X 0.30) \W0.30952; ESC: 1/50 \A1;.20 \A1;.25 \A1;.30 \A1;.25 ESTACIONAMIENTO P2 JARDÍN INTERIOR 0.80 X 2.10 M2 P2 CL TERRAZA 01 02 03 04 05 06 07 08 09 10 DORMITORIO PISO DE PORCELANATO COLOR HUESO - CELIMA 0.60 x 0.60 PATIO JARDÍN SS.HH P1 C I R C U L A C I O N C I R C U L A C I O N 0.80 X 2.10 5 5 5 5 5 N.P.T.+0.00 N.P.T.+0.00 N.P.T.+0.00 N.P.T.+0.00 N.P.T.+0.00 N.P.T.- 0.10 N.P.T.- 0.10 V E R E D A HALL N.P.T.-0.15 CERAMICA NACIONAL 0.60 x 0.60 CERAMICA NACIONAL 0.60 x 0.60 SS.HH N.P.T.+0.00 PORCELANATO DISEÑO DE MADERA GRASS AMERICANO TIERRA COMPACTADA A -0.10 / SUB CAPA DE ABONO ORGANICO NEGRO C/ UREA N.P.T.- 0.10 GRASS AMERICANO TIERRA COMPACTADA A -0.10 / SUB CAPA DE ABONO ORGANICO NEGRO C/ UREA PRIMER NIVEL \W2.29381; ESC:1/50 LAVANDERÍA CERAMICA NACIONAL 0.60 x 0.60 N.P.T.+0.00 N.P.T.-0.10 01 11 12 0.90 X 2.10 CL BARANDA GALV. FE 2"X1" PINTADO AL ESMALTE BARANDA GALV. FE 2"X1" PINTADO AL ESMALTE PROY. DE ALIGERADO 2DO NIVEL DORMITORIO PISO DE PORCELANATO COLOR HUESO - CELIMA 0.60 x 0.60 N.P.T.+0.00 DORMITORIO PISO DE PORCELANATO COLOR HUESO - CELIMA 0.60 x 0.60 N.P.T.+0.00 MURO ALTO H=2.10m PROYECCIÓN DE COBERTURA LIVIANA SALA PISO DE PORCELANATO COLOR NEGRO - CELIMA 0.60 x 0.60 COMEDOR PISO DE PORCELANATO COLOR HUESO - CELIMA 0.60 x 0.60 N.P.T.+0.00 COCINA PISO DE PORCELANATO LAPATO - CELIMA 0.60 x 0.60 N.P.T.+3.40 ARCO DE 1/2 PUNTO 0.90 X 2.10 SS.HH N.P.T.+3.40 CERAMICA NACIONAL 0.60 x 0.60 P1 LAVANDERÍA COCINA PISO DE PORCELANATO LAPATO - CELIMA 0.60 x 0.60 COMEDOR PISO DE PORCELANATO COLOR HUESO - CELIMA 0.60 x 0.60 COCINA PISO DE PORCELANATO COLOR HUESO - CELIMA 0.60 x 0.60 P2 0.80 X 2.10 DORMITORIO PISO DE PORCELANATO COLOR HUESO - CELIMA 0.60 x 0.60 CL terraza HALL DE DISTRIBUCIÓN P2 DORMITORIO PISO DE PORCELANATO COLOR HUESO - CELIMA 0.60 x 0.60 DORMITORIO PISO DE PORCELANATO COLOR HUESO - CELIMA 0.60 x 0.60 SS.HH SS.HH SS.HH 5 5 SALA PISO DE PORCELANATO COLOR HUESO - CELIMA 0.60 x 0.60 N.P.T.+3.40 N.P.T.+3.40 N.P.T.+3.40 N.P.T.+3.40 N.P.T.+3.40 N.P.T.+3.40 N.P.T.+3.40 N.P.T.+3.40 N.P.T.+3.40 N.P.T.+3.40 CERAMICA NACIONAL 0.60 x 0.60 N.P.T.+3.40 CERAMICA NACIONAL 0.60 x 0.60 CERAMICA NACIONAL 0.60 x 0.60 DUCTO SEGUNDO NIVEL \W2.29381; ESC:1/50 COBERTURA TRANSLUCIDA 25% INCL. PROYECCIÓN DE COBERTURA LIVIANA 04 05 06 07 08 09 10 12 13 14 15 16 17 18 19 11 BARANDA GALV. FE 2"X1" PINTADO AL ESMALTE BARANDA GALV. FE 2"X1" PINTADO AL ESMALTE VACIO DORMITORIO PISO DE PORCELANATO COLOR HUESO - CELIMA 0.60 x 0.60 N.P.T.+0.00 PROYECCIÓN DE VACIO PROYECCIÓN DE VACIO PROYECCIÓN DE VACIO PROYECCIÓN DE VACIO 0.80 X 2.10 COMEDOR PISO DE PORCELANATO COLOR HUESO - CELIMA 0.60 x 0.60 N.P.T.+3.40 P2 SS.HH N.P.T.+3.40 CERAMICA NACIONAL 0.60 x 0.60 PISO DE PORCELANATO COLOR HUESO - CELIMA 0.60 x 0.60 P2 LAVANDERÍA CERAMICA NACIONAL 0.60 x 0.60 N.P.T.+3.40 SALA N.P.T.+3.40 CERAMICA NACIONAL 0.60 x 0.60 SS.HH N.P.T.+0.00 M1 TEJA ANDINA 25% INCL. CL CL 4 3 2 1 1 3 2 4 5 6 7 8 9 5 6 7 8 9 A' C A B D D' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PATIO JARDÍN N.P.T.-0.15 GRASS AMERICANO TIERRA COMPACTADA A -0.10 / SUB CAPA DE ABONO ORGANICO NEGRO C/ UREA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 4 5 6 7 8 9 5 6 7 8 9 A B D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CUADRO DE VANOS - VENTANAS V-01 V-02 V-03 V-04 V-05 2.22 ALFERZER ANCHO ALTO TIPO - MATERIAL 3.00 2.00 1.95 0.50 0.90 1.10 0.40 V-06 3.15 0.50 2.80 2.70 2.10 2.30 2.70 V-07 P-01 P-02 1.00 --- 0.90 Aluminio Mar. Madera Aluminio Aluminio Madera Aluminio P-03 0.80 Aluminio Aluminio Aluminio Aluminio 2.30 2.30 2.30 --- --- Madera 0.90 2.30 0.70 V-08 Aluminio V1 V2 V2 V3 V4 V5 V5 V6 P3 P3 P2 P4 P3 0.95 2.10 1.10 V9 V8 V10 Puerta Corrediza 5 5 5 BARANDA GALV. FE 2"X1" PINTADO AL ESMALTE BARANDA GALV. FE 2"X1" PINTADO AL ESMALTE BARANDA GALV. FE 2"X1" PINTADO AL ESMALTE V11 V12 V13 V14 Aluminio P-04 0.70 2.10 --- P3 TEJA ANDINA 25% INCL. REJILLA DE DRENAJE PLUVIAL 0.90 X 2.10 0.90 X 2.10 P3 P3 P3 0.80 X 2.10 0.80 X 2.10 0.90 X 2.10 0.90 X 2.10 0.90 X 2.10 0.80 X 2.10 PISO DE PORCELANATO COLOR HUESO - CELIMA 0.60 x 0.60 N.P.T.+3.40 5 V15 5 M3 1.30 2.10 0.60 V-09 Aluminio 2.90 2.10 1.10 V-10 Aluminio 1.33 2.10 1.10 V-11 Aluminio 1.05 2.10 0.60 V-12 Aluminio 2.80 0.90 2.20 V-13 Aluminio 2.72 0.90 2.20 V-14 Aluminio 1.28 2.10 1.00 V-15 Aluminio 1.10 2.10 1.10 CUADRO DE VANOS - PUERTAS ALFERZER ANCHO ALTO TIPO - MATERIAL M1 M2 2.93 --- 1.50 Aluminio M3 2.70 3.2 3.2 3.10 --- --- CUADRO DE MAMPARAS ALFERZER ANCHO ALTO TIPO - MATERIAL Aluminio Aluminio BLOCKS DE VIDRIO 3 HILERAS HORIZONTALES H=2.10 Cimiento de Escalera Z1 Z1 Z1 Z1 Z2 Z3 Z4 Z5 Z5 Z5 Z5 Z5 Z6 Z6 Z6 Z7 Z7 Z8 VC1 (25x30) VC1 (25x30) VC1 (25x30) VC1 (25x30) VC1 (25x30) VC1 (25x30) VC1 (25x30) VC1 (25x30) 4 3 2 1 1 3 2 4 5 6 7 8 9 5 6 7 8 9 A' C A B D D' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Z8 Z8 Z8 Z8 Z9 Z9 Z10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VC1 (25x30) VC1 (25x30) VC1 (25x30) VC1 (25x30) VC1 (25x30) VC1 (25x30) VC1 (25x30) VC1 (25x30) VC1 (25x30) VC1 (25x30) C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C1 C1 C1 C3 C3 PL1 \A1;.60 CORTE A-A Esc : 1/25 \A1;.50 CIMIENTO FALSO PISO PISO S/C \A1;.15 MATERIAL GRANULAR Base Granular FALSO PISO PISO MATERIAL GRANULAR \A1;.10 CORTE C-C Esc : 1/25 CIMIENTO FALSO PISO PISO S/C \A1;.15 MATERIAL GRANULAR Base Granular FALSO PISO PISO MATERIAL GRANULAR \A1;.60 \A1;.30 2 d 5/8" 2 d 1/2" \A1;.60 CORTE F-F Esc : 1/25 CIMIENTO FALSO PISO PISO S/C MATERIAL GRANULAR Base Granular FALSO PISO PISO MATERIAL GRANULAR \A1;.10 \A1;.30 \A1;.10 \A1;.10 \A1;.05 \A1;.50 \A1;.50 \A1;.60 CORTE B-B Esc : 1/25 CIMIENTO FALSO PISO PISO MATERIAL GRANULAR Base Granular FALSO PISO PISO MATERIAL GRANULAR \A1;.10 \A1;.10 \A1;.10 \A1;.05 \A1;.50 FALSO PISO PISO S/C \A1;.15 MATERIAL GRANULAR FALSO PISO PISO MATERIAL GRANULAR CORTE D-D Esc : 1/25 CIMIENTO FALSO PISO PISO S/C \A1;.15 MATERIAL GRANULAR Base Granular FALSO PISO PISO MATERIAL GRANULAR \A1;.10 \A1;.10 \A1;.05 \A1;.10 \A1;.10 \A1;.05 \A1;.10 \A1;.10 \A1;.05 \A1;.10 \A1;.10 \A1;.05 VC1 VC1 VC1 VC1 \A1;.10 VC1 \A1;.50 CORTE E-E Esc : 1/25 CIMIENTO Base Granular \A1;.50 \A1;.10 \A1;.30 \A1;.60 \A1;.60 \A1;.30 \A1;.30 2 d 5/8" 2 d 1/2" 2 d 5/8" 2 d 1/2" 2 d 5/8" 2 d 1/2" \A1;.60 CORTE G-G Esc : 1/25 CIMIENTO FALSO PISO PISO S/C MATERIAL GRANULAR Base Granular FALSO PISO PISO MATERIAL GRANULAR \A1;.10 \A1;.10 \A1;.05 \A1;.50 VC1 2 d 5/8" 2 d 1/2" \A1;.60 CORTE I-I Esc : 1/25 \A1;.50 CIMIENTO FALSO PISO PISO S/C \A1;.15 MATERIAL GRANULAR Base Granular FALSO PISO PISO MATERIAL GRANULAR \A1;.10 \A1;.10 \A1;.10 \A1;.05 \A1;.60 CORTE H-H Esc : 1/25 \A1;.50 CIMIENTO FALSO PISO PISO S/C \A1;.15 MATERIAL GRANULAR Base Granular FALSO PISO PISO MATERIAL GRANULAR \A1;.10 \A1;.10 \A1;.10 \A1;.05 \A1;.10 A A A A A A A A A A A A A A A A A A A A A A H H H H I I I I D D D D D D D D E E E E E E E E E E B B C C F F F F F F F F F F F F H H H H .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. N. F. P. Var. 0.60 ZAPATA CENTRAL d 5/8" @ 0.175 5 1.80 0.10 0.10 1.80 ESC: 1/25 d 5/8" @ 0.175 ZAPATA EXENTRICA SOLADO: CONCRETO: C:H = 1:10 0.15 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 0.15 1.90 SOLADO: CONCRETO: C:H = 1:10 3 d 1/2" 0.80 3 d 1/2" 1.90 N. F. P. 0.80 2 d 5/8" 2 d 1/2" VC1 VC1 0.30 2 d 5/8" 2 d 1/2" 0.30 0.10 0.10 \A1;3. Muro 39mm x 14mm x 19 PACASMAYO \A1;2 \A1;1. 2f, de 12mm c/u \A1;4. Sobrecimiento de 30cm \A1;5. Piso de 6cm, c/ recubrimiento de porcelanato \A1;2. Estribos de 3/8 \A1;1 \A1;3 \A1;4 \A1;5 \A1;6 \A1;7 \A1;6. Sobrecimiento \A1;7. Cimiento Corrido fc=175kg/cm2 \LDetalle PL01 MAMPOSTERÍA ARMADAPL01 MAMPOSTERÍA ARMADA r(cm.) 1.3 2.0 2.5 a(cm.) 6.5 10.0 12.5 d 1/4" 1/2" 3/8" \W8.21514; CUADRO DE ZAPATAS Z-1 TIPO SECCION A x B 1.80 x 1.80 ALTURA 0.60 ACERO d 5/8" @ 0.17 Z-2 1.80 x 1.80 0.60 d 5/8" @ 0.17 Z-3 1.80 x 1.80 0.60 d 5/8" @ 0.17 Z-4 1.80 x 1.80 0.60 d 5/8" @ 0.17 Z-5 1.80 x 1.80 0.60 d 5/8" @ 0.17 Z-6 1.80 x 1.80 0.60 d 5/8" @ 0.17 SECCION ACERO d 3/8": 4@0.05; 3@0.10; 3@0.15 Rto@0.20 A.E. PRIMER NIVEL Y SEGUNDO NIVEL CUADRO DE COLUMNAS(PRIMER y SEGUNDO PISO) TIPO C-1 NIVEL d 3/8": 3@0.05; 3@0.10; 3@0.15 Rto@0.20 A.E. C-2 CIMENTACIÓN 210KG/CM2 ESC:1/75 3 d5/8" d 3/8": 4@0.05; 3@0.10; 3@0.15 Rto@0.20 A.E. .30 .30 3 d5/8" C-3 .25 .40 2 d5/8" 2 d5/8" 2 d5/8" 2 d1/2" 2 d1/2" 2 d1/2" 2 d1/2" Z-7 1.80 x 1.80 0.60 d 5/8" @ 0.17 Z-8 0.90 x 0.90 0.60 d 1/2" @ 0.15 Z-9 0.90 x 0.90 0.60 d 1/2" @ 0.15 Z-10 0.90 x 0.90 0.60 d 1/2" @ 0.15 SEGUNDO NIVEL \W2.29381; ESC:1/50 VACIO 4 4 5 6 7 8 9 5 6 7 8 9 A B D VACIO DE ESCALERA C 41 V B 06 V A 10 V D 23 V VP - 101 (0.25 X 0.30) VP - 102 (0.25 X 0.30) VP - 103 (0.25 X 0.30) VP - 101 (0.25 X 0.30) VP - 102 (0.25 X 0.30) VP - 103 (0.25 X 0.30) VP - 101 (0.25 X 0.30) VP - 102 (0.25 X 0.30) VP - 103 (0.25 X 0.30) VP - 101 (0.25 X 0.30) VP - 102 (0.25 X 0.30) VP - 103 (0.25 X 0.30) VP - 101 (0.25 X 0.30) VP - 102 (0.25 X 0.30) VP - 103(0.25 X 0.30) VA - 104 (0.25 X 0.30) VA - 104 (0.25 X 0.30) VA - 105 (0.25 X 0.30) VA - 105 (0.25 X 0.30) VA - 106 (0.25 X 0.30) VA - 106 (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 - 103 (0.25 X 0.30) VA - 102 (0.25 X 0.30) VCH (0.25 X 0.20) 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 1/2 Ø 1/2 Ø 1/2 Ø 3/8 Ø 3/8 Ø 1/2 Ø 3/8 Ø 3/8 Ø 1/2 Ø 3/8 Ø 3/8 Ø 1/2 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 Ø 1/2 Ø 1/2 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 Ø 1/2 Ø 1/2 Ø 3/8 Ø 3/8 Ø 3/8 Ø 3/8 Ø 1/2 Ø 1/2 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 Ø 3/8 Ø 3/8 5 5 5 5 5 A B D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 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 R 12dB >2 \S1/2;\H1.4286x;" dB R dB 12dB R dB 12dB DOBLADO DE VARILLAS EN ACERO DE REFUERZO PRINCIPAL DOBLADO DE VARILLAS EN ESTRIBOS Y ANILLOS R dB 6dB R dB 12dB 135º BARRAS 5/8" BARRAS \H0.625x;>\fSwis721 LtEx BT|b0|i0|c0|p34;\H1.6x; 5/8" BARRAS \H0.625x;< \H1.92x;1\fSwis721 LtEx BT|b0|i0|c0|p34;\H0.83333x;" d1/4"@.25 SECCION TIPICA DE LOSA LLENA(h=.20) ESCALA:1/10 DE TEMPERATURA .20 d1/2"@.25 d1/2"@.25 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 20 \W9.21183; VIGA VS1 \W8.99755; (.15x.20) .20 .15 2d1/2" 2d1/2" CORTE 1-1 (.25x.30) .30 .25 2d5/8" 2d5/8" 1d1/2" 2d1/2" CORTE 2-2 (.25x.30) .30 .25 2d5/8" 2d5/8" 2d1/2" 1d1/2" \W0.30952; ESC: 1/25 \W0.30952; ESC: 1/25 \W9.54516; VIGA VA \W0.25945; 101,102, 103, 104, 105, 106 \W8.99755; (.25x.30) \W9.02135; VIGA VCH \W8.99755; (.25x.20) .20 .25 2d5/8" 2d5/8" 1d1/2" 1d1/2" VCH (0.25 X 0.20) VCH (0.25 X 0.20) .30 .25 2d5/8" 2d5/8" 1d1/2" 2d1/2" 1d1/2" VS1

Language	Spanish
Drawing Type	Detail
Category	House
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Steel, Wood, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park, Deck / Patio, Parking
Tags	apartamento, apartment, appartement, aufenthalt, autocad, band, casa, chalet, construction, DETAIL, details, development, dwelling unit, DWG, haus, house, Housing, logement, maison, PERU, residên, residence, structural, tarapoto, unidade de moradia, villa, wohnung, wohnung einheit