House 3 Levels DWG Full Project for AutoCAD

House 3 Levels DWG Full Project for AutoCAD

Project specification: Multifamily Housing – LOCATION: URB. SANTA MARIA DEL PINAR MZ: A LOT: 03 District Piura. Province: Piura. Department: Piura. LAND AREA: 140.00 M2 PERIMETER: 54.00 ML. 1.01 BOUNDARIES: On the front: With CA. The Granados and measures 7.00 ml. From left: With Lot 29 and measures 20.00 ml. On the right: With Lot 31 and measures 20.00 ml. On the background: With Lot 13 and measured 7.00 ml. 2.00GENERALIDADES: This file has been prepared for the development of a construction license through LICENSE; the same as in close and constant coordination with the owners thereof; who then reach a framework was reached to the technical data and rising to submit the file and therefore herein. 3.0 DESCRIPTION OF THE HOUSE: FIRST FLOOR: the following environments will be built: Staircase leads to the second; cart port; room; dining; SH .; study; Inside duckling; kitchen; courtyard – laundry; 01 bedroom with closet and SH .; 02 bedroom with closet and SH. SECOND FLOOR: the following environments will be built: Staircase leading to the second floor; hall. Department 01: study;. SH .; room; dining; kitchen; 01 bedroom with closet and SH .; 02 bedroom with closet and SH. THIRD FLOOR: the following environments will be built: Stairway leading to the roof deck; hall. Department 01: study;. SH .; room; dining; kitchen; 01 bedroom with closet and SH .; 02 bedroom with closet and SH. ROOF: The following will be built environments: Ladder reaching the third floor; hall; Laundry 01; Laundry 02; Laundry 03; service bedroom 01; service bedroom 02, bedroom 03; SH. 4.00. – Roofed areas: – First floor: 96.79 m2. – SECOND FLOOR: 96.79 M2. – THIRD FLOOR: 96.79 M2. – ROOF: 57.00 M2 – ROOF AREA TOTAL 347.37 M2. – AREA 140.00 M2.

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

type, oper, prs, ghi, hold, abc, jkl, tuv, speakerphone, redial, mic, flash, store, auto, def, mno, wxy, kitchen, patio – laundry, sh, catwalk, wc, npt, cut out – a, first floor, porcelain floor, dining room, study, patio-laundry, room, roof without roof, secc. a-a, foundation, sec. b-b, secc. c-c, secc. dd, columns, beams, confinement, stairs, lightweight slab, use potable water, foundation, overburden, technical specifications, – concrete resistance:, – soil resistance:, -recovery, vertical elements, – stripping:, beams bottom carriers, – joints:, – masonry:, stairs, lightened bottom, ladder, lightened, plates, national building regulations:, – design standards:, unit: clay unit, – overloads, – yield strength of steel: , nº floor, section, bxt, table of columns sections, secc. ee, section, beams sections, vs, va, vb, vp, typical detail isometric lightened slab, brick, joist, wall, span, lintel, cut a – a, lintel detail, recommended areas for overlap, traction , compression, of the reinforcement run in beams and joists, superior reinforcement, minimum minimum values, lower reinforcement, any h, second floor, third floor, roof, foundation plane, lightened roof, b – b cut, facade

Raw text data extracted from CAD file:

TIPO 0.00 0.00 2.10 h= 4.50 h= 2.20 h= 2.50 h= 2.20 h= 2.50 h= 2.60 \Fromans.shx;T \Fromans.shx;T OPER 13 MEMORY SPEAKERPHONE PRS * M1 1 4 7 GHI HOLD ABC JKL TUV SPEAKERPHONE REDIAL MIC 0 # M2 M3 FLASH STORE AUTO 2 3 5 6 8 9 DEF MNO WXY CP-800 2.449999999404098 0.2499999999998181 1.69999999999993 0.2499999999994202 0.2500000000002724 2.200000000000021 2.800000000000908 1.10000000000002 2.099999999999908 0.1000000005969923 \A1;.25 \A1;2.20 \A1;2.80 \A1;.10 \A1;2.45 \A1;.25 \A1;1.70 \A1;.25 \A1;1.10 \A1;2.10 \A1;1/2 S.H NPT. +0.15 COCINA NPT. +0.15 PATIO - LAVANDERIA NPT. +0.00 01 01 S.H NPT. +0.15 S.H NPT. +0.15 PASADIZO NPT. +0.15 01 S.H NPT. +0.15 S.H NPT. +0.15 S.H NPT. +0.15 CL CL CL CL CL CL CL COCINA NPT. +0.15 PATIO - LAVANDERIA NPT. +0.00 01 S.H NPT. +0.15 CL W.C NPT. +0.15 01 \A2;2.36 \A2;1.25 \A2;1.25 -825.995898592348 -825.995898592348 -825.995898592348 +/- N.P.T. 0.00 \A2;2.90 \A2;2.90 \A2;2.90 \A2;.90 \A2;9.60 \A2;2.90 \A2;2.90 \A2;2.90 \A2;2.90 \A2;.90 \A2;12.50 \A2;2.70 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\A2;3.15 \A2;3.35 \A2;1.58 \A2;.15 \A2;7.00 \A2;3.50 \A2;2.15 \A2;1.58 \A2;3.35 \A2;3.15 \A2;2.00 \A2;4.45 \A2;1.58 \A2;20.00 \A2;20.00 .40 \A2;.15 \A2;7.00 \A2;3.50 \A2;2.15 \A2;1.58 \A2;3.35 \A2;3.15 \A2;2.00 \A2;4.45 \A2;1.58 \A2;20.00 \A2;20.00 S.H NPT. +0.30 PISO PORCELANATO NACIONAL 30 X 30 COMEDOR NPT. +0.30 PISO PORCELANATO NACIONAL 60 X 60 ESTUDIO NPT. +0.30 PISO PORCELANATO NACIONAL 60 X 60 S.H NPT. +0.30 PISO PORCELANATO NACIONAL 30 X 30 S.H NPT. +0.30 PISO PORCELANATO NACIONAL 30 X 30 CL CL DORMITORIO 01 NPT. +0.30 PISO PORCELANATO NACIONAL 60 X 60 DORMITORIO 02 NPT. +0.30 PISO PORCELANATO NACIONAL 60 X 60 01 01 COCINA NPT. +0.30 PISO PORCELANATO NACIONAL 60 X 60 PATIO-LAVANDERIA NPT. +0.15 PISO PORCELANATO NACIONAL 60 X 60 SALA NPT. +0.30 PISO PORCELANATO NACIONAL 60 X 60 01 02 03 04 05 06 12 11 10 09 08 07 16 15 14 13 S.H NPT. +3.20 PISO PORCELANATO NACIONAL 30 X 30 COMEDOR NPT. +3.20 PISO PORCELANATO NACIONAL 60 X 60 ESTUDIO NPT. +3.20 PISO PORCELANATO NACIONAL 60 X 60 S.H NPT. +3.20 PISO PORCELANATO NACIONAL 30 X 30 S.H NPT. +3.20 PISO PORCELANATO NACIONAL 30 X 30 CL CL DORMITORIO 01 NPT. +3.20 PISO PORCELANATO NACIONAL 60 X 60 DORMITORIO 02 NPT. +3.20 PISO PORCELANATO NACIONAL 60 X 60 COCINA NPT. +3.20 PISO PORCELANATO NACIONAL 60 X 60 SALA NPT. +3.20 PISO PORCELANATO NACIONAL 60 X 60 17 18 19 20 21 22 29 28 27 23 24 25 26 S.H NPT. +6.20 PISO PORCELANATO NACIONAL 30 X 30 COMEDOR NPT. +6.20 PISO PORCELANATO NACIONAL 60 X 60 ESTUDIO NPT. +6.20 PISO PORCELANATO NACIONAL 60 X 60 S.H NPT. +6.20 PISO PORCELANATO NACIONAL 30 X 30 S.H NPT. +6.20 PISO PORCELANATO NACIONAL 30 X 30 CL CL DORMITORIO 01 NPT. +6.20 PISO PORCELANATO NACIONAL 60 X 60 DORMITORIO 02 NPT. +6.20 PISO PORCELANATO NACIONAL 60 X 60 COCINA NPT. +6.20 PISO PORCELANATO NACIONAL 60 X 60 SALA NPT. +6.20 PISO PORCELANATO NACIONAL 60 X 60 35 36 37 38 39 40 32 31 30 47 46 45 34 33 41 42 43 44 S.H NPT. +9.20 PISO PORCELANATO NACIONAL 30 X 30 DORM. SERVICIO 01 NPT. +9.20 PISO PORCELANATO NACIONAL 60 X 60 DORM. SERVICIO 02 NPT. +9.20 PISO PORCELANATO NACIONAL 60 X 60 DORM. SERVICIO 03 NPT. +9.20 PISO PORCELANATO NACIONAL 60 X 60 AZOTEA SIN TECHAR NPT. +9.20 PISO PORCELANATO NACIONAL 60 X 60 12 11 10 16 15 14 13 35 36 37 38 39 40 50 49 48 47 46 45 52 51 41 42 43 44 C-4 C-4 C-1 C-2 C-2 C-4 C-4 C-2 C-2 C-2 C-4 C-2 C-5 C-3 C-3 C-3 C-3 C-2 C-2 C-2 C-2 C-2 C-4 C-2 C-4 C-2 C-2 C-3 C-3 C-2 C-2 E E A A A A E E C C E E A A A A A A A A E E C C D D D D B B B B D D D D D D B B 5 SECC. A-A NPT+.30 1 d1/4":2 @.05, 6Ø 3/8" Rsto . @ .20c/e \A1; SISMICA E = 3 cm. \A1;JUNTA DE SEPARACION 5 5 5 5 5 .60 5 N.F.C. -1.10 CIMIENTO 1:10+30% P.G SC (0.60X0.13M) FC=170 KG/CM2 5 1 d1/4":1 @.05,4@ .10, 4Ø 3/8" Rsto . @ .25c/e .60 NPT+.30 5 5 5 NPT+.15 5 N.F.C. -1.10 CIMIENTO 1:10+30% P.G SC (0.60X0.13M) FC=170 KG/CM2 5 NPT+.30 1 d1/4":1 @.05,4@ .10, 4Ø 3/8" Rsto . @ .25c/e \A1; SISMICA E = 3 cm. \A1;JUNTA DE SEPARACION 5 5 5 5 .60 5 SECC. B-B SECC. C-C 1 d1/4":2 @.05, 6Ø 3/8" Rsto . @ .20c/e 1 d1/4":2 @.05, 6Ø 3/8" Rsto . @ .20c/e N.F.C. -1.10 CIMIENTO 1:10+30% P.G SC (0.60X0.13M) FC=170 KG/CM2 5 1 d1/4":1 @.05,4@ .10, 4Ø 3/8" Rsto . @ .25c/e .60 NPT+.30 5 5 5 5 N.F.C. -1.10 CIMIENTO 1:10+30% P.G SC (0.60X0.13M) FC=170 KG/CM2 SECC. D-D 1 d1/4":2 @.05, 6Ø 3/8" Rsto . @ .20c/e Usar Cemento Tipo MS ( Resistencia moderada a los Sulfatos ) Columnas, Vigas, Confinamiento, Escaleras, Losa Aligerada Usar Agua Potable Cimiento Sobrecimiento : C:H 1 : 10. : f'c = 210 Kg/cm2. : f'c = 210 Kg/cm2. ESPECIFICACIONES TECNICAS - RESISTENCIA DEL CONCRETO : Profundidad de desplante Df = -1.40 m. - RESISTENCIA DEL SUELO : ts = 1.00 kg/cm2 (Verificar en Obra). : 1 dia : 14 dias Ø 3/8" = 0.30 m. Ø 5/8" = 0.60 m. Ø 3/4" = 0.70 m. Ø 1/2" = 0.40 m. : 14 dias : 7 dias Columnas, Vigas ( Confinamiento ) f'y = 4200 kg/cm2 -RECUBRIMIENTOS Elementos Verticales - DESENCOFRADO : Fondo de Vigas Portantes ( minimos ) - EMPALMES : - ALBAÑILERIA : Escaleras Fondo de Aligerados Escalera, Aligerado, Placas Columnas, Vigas ( Portico ) : 3.00 cm. : 2.5 cm. : 4.00 cm. NTE E.060 Concreto Armado E.050 Suelos y Cimentaciones E.030 Diseño Sismoresistente E.070 Albañileria E.020 Cargas REGLAMENTO NACIONAL DE EDIFICACIONES : MORTERO : TIPO P-1, C:A - 1 : 4 ( Cemento - Arena ) - NORMAS DE DISEÑO : Tipo V - f'b = 180 Kg/cm2. UNIDAD : Unidad de Arcilla : f'c = 175 Kg/cm2. - JUNTA SISMICA (s) = 3cm - SOBRECARGAS PLANTA 1°,2°,3º,4º ESCALERAS 200kg/cm2 250kg/cm2 - LIMITE DE FLUENCIA DEL ACERO : Nº PISO SECCCION TIPO ø bxt CUADRO DE SECCIONES COLUMNAS 1er PISO ESCALA: 1/25 C-1 6Ø 1/2" 1 d1/4":1 @.05,4@ .10, Rto.@ .25c/e C-2 .15 x.40 4Ø 1/2" + 2Ø 3/8" Rto.@ .25c/e .45 5 1 d1/4":1 @.05,4@ .10, 5 C-3 .15X.25 4d1/2'' 1 d1/4":1 @.05,4@ 0.10 Rto.@ .25c/e .25 C-4 1 d1/4":1 @.05,4@ .10, .15 x.25 Rto.@ .25c/e C-5 .15 x.70 4Ø1/2" 4Ø1/2" C-2 C-4 C-2 C-4 C-2 C-4 4d3/8'' 5 .25 4Ø1/2" 4Ø 1/2" + 4Ø 3/8" 1 d1/4":1 @.05,4@ .10, Rto.@ .25c/e .70 5 .45 5 .25 x.45 5 NPT+.10 \A1; SISMICA E = 3 cm. \A1;JUNTA DE SEPARACION 5 5 5 .15 .40 .60 SECC. E-E 1 d1/4":2 @.05, 6Ø 3/8" Rsto . @ .20c/e N.F.C. -0.80 CIMIENTO 1:10+30% P.G SC (0.60X0.13M) FC=170 KG/CM2 A B C D E F G 5 5 5 5 5 5 5 A B C D E F G 1 2 3 5 5 5 1 2 3 5 5 5 A B C D E F G 5 5 5 5 5 5 5 1 d1/4":1 @.05,4@ .10, Rto.@ .25c/e 4d3/8'' 5 5 5 5 1 2 3 A B C D E F G A B C D E F G 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 2 3 5 5 5 PRIMER PISO ESC: 1\\50 3 CORTE 3 CORTE 3 3 5 5 5 5 1 2 3 A B C D E F G A B C D E F G 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 2 3 5 5 5 3 CORTE 3 CORTE 3 3 5 5 5 5 1 2 3 A B C D E F G A B C D E F G 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 2 3 5 5 5 3 CORTE 3 CORTE 3 3 5 5 5 5 1 2 3 A B C D E F G A B C D E F G 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 2 3 5 5 5 3 CORTE 3 CORTE 3 3 C-4 C-1 C-2 C-2 C-4 C-4 C-2 C-2 C-2 C-2 C-5 C-3 C-2 C-2 C-2 C-2 C-2 C-4 C-2 C-4 C-2 C-2 C-3 C-3 C-2 C-2 C-4 C-4 C-4 C-4 C-2 C-4 C-2 C-4 C-2 C-3 C-3 C-3 C-3 VB VB VS VB VA VA VB VP VB VB VS VS VS VA VA VB VA VA VA VA VA VA VS VS VS VS VS VS VS VS VS VS1 VS1 VS VA VA VS VS VS VS1 VS VA VA VA VA A B C D E F G A B C D E F G 1 2 3 5 5 5 5 5 5 5 5 5 C-4 1 2 3 5 5 A B C D E F G 5 5 5 5 5 5 5 CUADRO DE SECCIONES VIGAS CORTE ø bxt 1er PISO V-S 1 d1/4":1 @.05,3@ .15, .25 x.20 2Ø 1/2" + 2Ø 5/8" Rto.@ .25c/e 5 5 Nº PISO TIPO V-A 1 d1/4":1 @.05,3@ .15, .25 x.20 4Ø 1/2" Rto.@ .25c/e 5 5 V-S1 1 d1/4":1 @.05,3@ .15, .25 x.20 2Ø 1/2" + 3Ø 5/8" Rto.@ .25c/e 5 5 V-B 1 d1/4":1 @.05,3@ .15, .25 x.20 2Ø 3/8" Rto.@ .25c/e 5 V-P 1 d1/4":1 @.05,3@ .15, .25 x.20 4Ø 1/2" Rto.@ .25c/e 5 5 5 DETALLE TIPICO ISOMETRICO LOSA ALIGERADA LADRILLO DE .h .05 .05 .h ..20 VIGUETA .25 30 x 30 x 20 ESC. 1/10 .20 .30 L .20 Muro .30 Muro 2Ø ( ver cuadro ) Vano A DINTEL A .15ó.25 Ø1/4"@.20 CORTE A - A 1/2" 3/8" Ø 0 - 3.00 0 - 1.50 L (m). DETALLE DE DINTEL ESCALA: 1/25 ZONAS RECOMENDADAS PARA EL TRASLAPE L m m TRACCION COMPRESION DEL REFUERZO CORRIDO EN VIGAS Y VIGUETAS ESCALA: 1/25 REFUERZO SUPERIOR .45 .45 H > .30 H < .30 .30 .45 Ø .45 1/2" .30 3/8" V ALORES MINIMOS D E m REFUERZO INFERIOR H CUALQUIERA .55 .75 .55 5/8" L/3 L/3 L/3 L/4 L/4 L/4 L/4 0.65 0.90 0.65 3/4" CORTE ø bxt 1er PISO Nº PISO TIPO VA VS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LAVANDERIA 01 NPT. +9.20 PISO PORCELANATO NACIONAL 60 X 60 LAVANDERIA 03 NPT. +9.20 PISO PORCELANATO NACIONAL 60 X 60 LAVANDERIA 02 NPT. +9.20 PISO PORCELANATO NACIONAL 60 X 60 SEGUNDO PISO ESC: 1\\50 TERCER PISO ESC: 1\\50 AZOTEA ESC: 1\\50 PLANO DE CIMENTACION ESC: 1\\75 ALIGERADO 1º - 2º - 3º PISO ESC: 1\\75 C-2 C-5 C-3 C-2 C-2 C-2 C-2 C-2 C-4 C-4 C-4 C-2 C-4 C-2 C-4 C-2 C-3 C-3 VP VB VB VS VS VS VA VA VA VA VA VA VS VS VS1 VS VA A B C D E F G A B C D E F G 1 2 3 5 5 5 5 5 5 5 5 5 1 2 3 5 5 A B C D E F G 5 5 5 5 5 5 5 CUADRO DE SECCIONES VIGAS CORTE ø bxt 1er PISO V-S 1 d1/4":1 @.05,3@ .15, .25 x.20 2Ø 1/2" + 2Ø 5/8" Rto.@ .25c/e 5 5 Nº PISO TIPO V-A 1 d1/4":1 @.05,3@ .15, .25 x.20 4Ø 1/2" Rto.@ .25c/e 5 5 V-S1 1 d1/4":1 @.05,3@ .15, .25 x.20 2Ø 1/2" + 3Ø 5/8" Rto.@ .25c/e 5 5 V-B 1 d1/4":1 @.05,3@ .15, .25 x.20 2Ø 3/8" Rto.@ .25c/e 5 V-P 1 d1/4":1 @.05,3@ .15, .25 x.20 4Ø 1/2" Rto.@ .25c/e 5 5 5 DETALLE TIPICO ISOMETRICO LOSA ALIGERADA LADRILLO DE .h .05 .05 .h ..20 VIGUETA .25 30 x 30 x 20 ESC. 1/10 .20 .30 L .20 Muro .30 Muro 2Ø ( ver cuadro ) Vano A DINTEL A .15ó.25 Ø1/4"@.20 CORTE A - A 1/2" 3/8" Ø 0 - 3.00 0 - 1.50 L (m). DETALLE DE DINTEL ESCALA: 1/25 ZONAS RECOMENDADAS PARA EL TRASLAPE L m m TRACCION COMPRESION DEL REFUERZO CORRIDO EN VIGAS Y VIGUETAS ESCALA: 1/25 REFUERZO SUPERIOR .45 .45 H > .30 H < .30 .30 .45 Ø .45 1/2" .30 3/8" V ALORES MINIMOS D E m REFUERZO INFERIOR H CUALQUIERA .55 .75 .55 5/8" L/3 L/3 L/3 L/4 L/4 L/4 L/4 0.65 0.90 0.65 3/4" CORTE ø bxt 1er PISO Nº PISO TIPO VS ALIGERADO AZOTEA ESC: 1\\75 5 5 CORTE B - B PRIMER PISO N.P.T. +0.30 PRIMER PISO N.P.T. +0.30 A B C D E F G SALA \H0.5x;N.P.T +0.30 S.H \H0.5x;N.P.T +0.30 DORMITORIO \H0.5x;N.P.T +0.30 LAVANDERIA \H0.5x;N.P.T +0.30 COCINA \H0.5x;N.P.T +0.30 S.H \H0.5x;N.P.T +0.30 ESTUDIO \H0.5x;N.P.T +0.30 SALA \H0.5x;N.P.T +3.20 S.H \H0.5x;N.P.T +3.20 DORMITORIO \H0.5x;N.P.T +3.20 COCINA \H0.5x;N.P.T +3.20 S.H \H0.5x;N.P.T +3.20 ESTUDIO \H0.5x;N.P.T +3.20 SALA \H0.5x;N.P.T +6.20 S.H \H0.5x;N.P.T +6.20 DORMITORIO \H0.5x;N.P.T +6.20 COCINA \H0.5x;N.P.T +6.20 S.H \H0.5x;N.P.T +6.20 ESTUDIO \H0.5x;N.P.T +6.20 SALA \H0.5x;N.P.T +9.20 COCINA \H0.5x;N.P.T +9.20 S.H \H0.5x;N.P.T +9.20 ESTUDIO \H0.5x;N.P.T +9.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COMEDOR \H0.5x;N.P.T +0.30 SALA \H0.5x;N.P.T +0.30 CORTE A - A 1 2 3 PRIMER PISO N.P.T. +0.30 PRIMER PISO N.P.T. +0.30 COMEDOR \H0.5x;N.P.T +3.20 SALA \H0.5x;N.P.T +3.20 COMEDOR \H0.5x;N.P.T +6.20 SALA \H0.5x;N.P.T +6.20 DORMITORIO DE SERVICIO \H0.5x;N.P.T +9.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FACHADA

Language	Spanish
Drawing Type	Full Project
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, del, dwelling unit, DWG, full, haus, house, Housing, levels, location, logement, maison, maria, multifamily, Project, residên, residence, santa, single, specification, unidade de moradia, urb, villa, vivenda, wohnung, wohnung einheit