Constructive Detalis Unifamily Housing DWG Block for AutoCAD

Constructive Detalis Unifamily Housing DWG Block for AutoCAD

STRUCTURATION HOUSE IN 45° .WITH SEMI BASEMENT IN BASE COMBINATED WALLS

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

detail of abutment, upright, drain, false, column, typical detail of lightened, sobrecimiento, column ø, stirrups, beam-column, top reinforcement, detail of overlaps, detail of typical encounters, h any, values ​​of m, lower reinforcement, additional, beam, slabs and lightened, overlapped joints for, beam, cistern, concrete layer, compacted, minimum, treatment with lime slurry, lime slurry treatment, variable, box of colmnas, rest see, typical shoe detail, compacted concrete, deal with lime slurry, semi-basement shoe detail, see, column anchoring detail in foundation, for each column, cement-concrete, foundation, variable, false, filling, cut a., semi-base , nfc, ladder, entrance, widening foundation, expansion joint, foundation, staircase foundation, column table, shoe box, foundation, summary of conditions, technical specifications, note :, p For the structures in contact with the humidity use sika waterproofing or similar., spectrum platform, period that defines the amplif. factor. soil, seismic parameters, zone factor, relative maximum displacements of the mezzanine, reduction factor, land use factor, grouting the walls and bottoms of the ditches before concrete drains., for adjacent structures with neighboring buildings, whose construction puts at risk the physical integrity of these, the soil contains moderate concentrations of sulfates, soluble salts and chlorides that could attack the concrete and the reinforcement of the foundation, it is recommended that the coating of the rods of steel will be greater than commonly used and the cement to be used will be type ms, or type v, buried tank, stairs, lightened and flat beams, footings, foundations, columns and banked beams, coatings, design standards, detail, filling, lightened first floor, lightened second floor, lightened semi-basement, lightened, see stair detail, beams frame, reinforcement detail, horizontal in walls, detail of stairs, foundation, pool, pool bottom, pool, pool foundation

Raw text data extracted from CAD file:

0.075 DETALLE DE ESTRIBO Z1 d 3/8 @ 0.17 d 3/8 @ 0.17 d 1/2 @ 0.20 Z4 d 1/2 @ 0.20 \A1;1.20 \A1;1.00 Z2 19.79639097491648 19.79639097491648 d 1/2@ 0.20 d 1/2 @ 0.20 \A1;1.30 \A1;1.20 Z6 35.44937092994101 35.44937092994101 d 1/2@ 0.20 d 1/2 @ 0.20 Z1 d 3/8 @ 0.17 d 3/8 @ 0.17 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.30 \A1;1.00 \A1;1.00 \A1;0.80 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.70 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.70 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;1.00 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.70 \A1;1.68 0.15 0.25 C1 (.15X.25) 4 d 3/8" -221.969325676208 -221.969325676208 5 @ .10 R @ .15 c/e 1 @ .05 d1/4" : 0.15 0.35 C2 (.15X.35) 4 d 1/2" -221.619325676208 -221.619325676208 5 @ .10 R @ .15 c/e 1 @ .05 d1/4" : 0.30 0.30 0.15 0.15 5 @ .10 R @ .20 c/e 1 @ .05 d1/4" : 8 d 3/8". -221.435289100318 -221.435289100318 C3 (.15X.30X.30) -221.435289100318 -221.435289100318 D = 0.25 C4 ( D = 0.25 ) ZUNCHO d1/4" 3 d 1/2" PASO = 0.075 -221.7404960265066 3 d 3/8" 0.55 0.65 0.15 0.15 7 @ .10 R @ .20 c/e 1 @ .05 d1/4" : 8 d 1/2 + 4 d 3/8". -220.6728302122757 -220.6728302122757 PLACA P-1 (.15X.55X.65) -220.6728302122757 -220.6728302122757 d 3/8" 0.60 0.15 7 @ .10 R @ .20 c/e 1 @ .05 d1/4" : -220.2257929869613 PLACA P - 2 (.15 X .60) -220.2257929869613 8 d 1/2 d 1/2" d 1/2" 0.15 0.15 -220.40369437837 -220.40369437837 MONTANTE DESAGÜE FALSA COLUMNA 4Ø3/8" TUBO 4"y2" 5 @ .10 R @ .25 c/e 1 @ .05 d1/4" : 1.00 1.00 Z1 -221.014058147655 d 3/8 @ 0.17 d 3/8 @ 0.17 -221.014058147655 1.20 1.00 Z2 -221.0126056165867 -221.0126056165867 d 1/2@ 0.20 d 1/2 @ 0.20 1.30 1.00 Z3 -222.0005862496307 d 3/8 @ 0.15 d 3/8 @ 0.15 -222.0005862496307 1.00 1.00 Z4 d 1/2 @ 0.20 d 1/2 @ 0.20 -219.3743534929107 -219.3743534929107 1.30 1.20 Z6 -219.2809062124264 -219.2809062124264 d 1/2@ 0.20 d 1/2 @ 0.20 1.00 1.70 d 3/8 @ 0.17 d 3/8 @ 0.17 -145.6412488864978 -145.6412488864978 Z5 0.20 0.15 0.40 0.15 0.20 0.15 0.35 0.20 0.20 0.25 0.20 0.25 0.20 0.25 0.15 0.30 0.20 0.20 RESTO @ .10 d1/4"; 1 @ .05, 5 d 1/2" -199.1103725166838 CORTE - D (.25X.20) -199.1103725166838 6 @ .10 RESTO @ .20 c/e d1/4"; 1 @ .05, 5 d 1/2" -199.1103725166838 CORTE - B (.25X.20) -199.1103725166838 6 @ .10 RESTO @ .20 c/e d1/4"; 1 @ .05, 6 d 1/2" -199.1103725166838 CORTE - C (.25X.20) -199.1103725166838 -199.1103725166838 CORTE - E (.15X.30) d 1/4"; 1 @ .05, 4 d 1/2"+ 2 d 3/8" 5 @ .10 RESTO @ .15 c/e -199.1103725166838 d 3/8" 6 @ .10 RESTO @ .15 c/e d1/4"; 1 @ .05, 8 d 1/2" -199.1103725166838 CORTE - G (.40X.20) -199.1103725166838 -199.1103725166838 VC (.15X.20) d1/4"; 1 @ .05, 4 d 3/8" RESTO @ .20 c/e -199.1103725166838 -199.1103725166838 VS-1 (.15X.35) d1/4"; 1 @ .05, 4 d 1/2" RESTO @ .15 c/e -199.1103725166838 5 @ .10, 4 d 1/2" CORTE - A (.25X.20) -199.1103725166838 d1/4"; 1 @ .05, RESTO @ .20 c/e -199.1103725166838 0.10 0.05 0.15 0.10 0.10 0.30 0.30 0.20 DETALLE TIPICO DE ALIGERADO As TEMPERATURA d1/4" @ .25 ESC. 1/12.5 RESTO @ .15 c/e 2 d 1/2" d1/4"; 1 @ .05, -199.1103725166838 CORTE- Va (.15X.20) -199.1103725166838 0.45 0.10 SOBRECIMIENTO 1#8@3 hiladas 1#8@3 hiladas Ø de columna -135.9590803841609 -135.9590803841609 \A1;0.60 \A1;0.90 \A1;0.60 \A1;0.60 \A1;0.75 \A1;1.00 \A1;0.40 \A1;0.75 \A1;0.50 \A1;0.50 \A1;0.70 \A1;1.00 \A1;0.85 \A1;0.90 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;1.00 \A1;1.10 \A1;1.00 \A1;0.40 \A1;0.70 \A1;1.00 \A1;L/3 \A1;L/4 \A1;L/4 \A1;L/3 \A1;M \A1;L/4 \A1;L/3 \A1;M \A1;L/4 \A1;.30 \A1;.30 VIGA-VIGA (PLANTA) NO SE MUESTRAN LOS ESTRIBOS VIGA-VIGA (PLANTA) NO SE MUESTRAN LOS ESTRIBOS COLUMNA (Tipico) VIGA-COLUMNA (Tipico) REFUERZO SUPERIOR DETALLE DE TRASLAPES -123.8916066435551 -123.8916066435551 DETALLE DE ENCUENTROS TIPICOS 1Ø3/8" ESCALA 1/25 H <0.30 0.40 0.40 0.45 0.90 0.50 0.40 0.40 0.50 3/8" d 5/8" H CUALQUIERA 1.15 0.60 1" 1/2" 3/4" VALORES DE M REFUERZO INFERIOR Adicional (Tipico) VIGA, LOSAS Y ALIGERADOS EMPALMES TRASLAPADOS PARA S/E -123.8916066435551 -123.8916066435551 -123.8916066435551 -123.8916066435551 -123.8916066435551 -123.8916066435551 -123.8916066435551 0.45 H >0.30 0.45 0.60 0.70 1.25 VIGA -123.8916066435551 -123.8916066435551 1Ø3/8" \A1;0.60 \A1;0.60 1.50 0.30 0.51 1.25 0.25 0.20 0.40 0.40 1.00 0.50 0.50 0.15 0.15 0.30 0.15 0.10 45° 25.86598026690135 25.86598026690135 25.86598026690135 d3/8" C.15 25.86598026690135 25.86598026690135 25.86598026690135 25.86598026690135 25.86598026690135 d3/8" C.15 ( MALLA ) CISTERNA ENTERRADA C2 d3/8" C.15 25.86598026690135 25.86598026690135 ( DOBLE MALLA ) d3/8" C.25 25.86598026690135 25.86598026690135 25.86598026690135 25.86598026690135 25.86598026690135 25.86598026690135 SOLADO 1:12 CEMENTO-HORMIGON = - 0.05 25.86598026690135 ESCALA 1/25 CORTE - C2 1.50 0.30 0.51 1.25 0.25 0.20 0.40 0.40 1.00 0.50 0.50 0.15 0.15 0.30 0.15 0.10 45° -150.2087987614355 -150.2087987614355 -150.2087987614355 d3/8" C.15 -150.2087987614355 -150.2087987614355 -150.2087987614355 -150.2087987614355 -150.2087987614355 d3/8" C.15 ( MALLA ) CISTERNA d3/8" C.15 -150.2087987614355 -150.2087987614355 ( DOBLE MALLA ) d3/8" C.25 -150.2087987614355 -150.2087987614355 -150.2087987614355 -150.2087987614355 -150.2087987614355 -150.2087987614355 SOLADO 1:12 CEMENTO-HORMIGON = - 0.05 -150.2087987614355 ESCALA 1/25 CORTE - C1 \A1;0.80 \A1;0.80 0.40 0.15 0.60 0.15 0.55 0.45 0.20 0.40 0.15 0.45 0.15 0.75 0.15 0.15 0.40 0.30 0.40 0.40 0.40 0.40 0.45 0.85 0.55 0.45 0.85 0.65 0.40 0.10 0.20 0.10 0.20 0.10 0.20 0.10 0.20 0.40 0.60 5 5 0.2000000000000028 0.3999999999999986 0.4000000000000057 0.6000000000000014 0.2999999999999972 Falso piso f´c= 140 Kg/cm2 Capa de Hormigón Compactada mínimo (Hasta reemplazar relleno) Tratamiento con lechada de cal + 30 % P.G. CC 1:8 Cemento-Hormigón - 1.45 0.4499999999999886 0.2000000000000171 0.6500000000000057 0.3999999999999986 NFP- 0.05 0.4000000000000057 d1/4" @ .30 f'c = 175 Kg/cm2 (corrugado) d3/8" @ .15 CC - 1 5 0.2000000000000028 0.4000000000000057 0.6000000000000014 0.3000000000000043 Falso piso f´c= 140 Kg/cm2 Capa de Hormigón Compactada mínimo (Hasta reemplazar relleno) Tratamiento con lechada de cal + 30 % P.G. CC 1:8 Cemento-Hormigón - 1.45 0.4499999999999886 0.2000000000000171 0.6500000000000057 0.3999999999999986 NFP- 0.05 0.4000000000000057 d1/4" @ .30 (corrugado) d3/8" @ .15 CC - 1´ f'c = 175 Kg/cm2 5 5 0.2000000000000028 Falso piso f´c= 140 Kg/cm2 Capa de Hormigón Compactada mínimo (Hasta reemplazar relleno) Tratamiento con lechada de cal + 30 % P.G. CC 1:8 Cemento-Hormigón - 1.45 0.452583653316367 5 0.75 NFP- 0.05 0.4000000000000057 d1/4" @ .30 f'c = 175 Kg/cm2 (corrugado) d3/8" @ .15 CC - 2 5 0.400584115402367 0.6000000000000014 0.3999999999999986 0.3999997640102535 mínimo 0.4000000000000057 5 5 0.2000000000000028 Falso piso f´c= 140 Kg/cm2 Capa de Hormigón Compactada mínimo (Hasta reemplazar relleno) Tratamiento con lechada de cal + 30 % P.G. CC 1:8 Cemento-Hormigón - 1.45 0.452583653316367 5 0.75 NFP- 0.05 0.4000000000000057 d1/4" @ .30 f'c = 175 Kg/cm2 (corrugado) d3/8" @ .15 CC - 2´ 5 0.4005922468718595 0.6000000000000014 0.3999999999999986 mínimo 0.3999617676354319 5 0.4499999999999886 0.8500000000000014 0.5499999999999972 - 0.05 - 0.15 + 30 % P.G. CC 1:8 Cemento-Hormigón Tratamiento con lechada de cal 5 Capa de Hormigón Compactada Falso piso f´c= 140 Kg/cm2 f´c= 175 Kg/cm2 CC - 3 mínimo 0.2000000000000028 (Hasta reemplazar relleno) 5 - 0.05 - 0.15 + 30 % P.G. CC 1:8 Cemento-Hormigón Tratamiento con lechada de cal 5 Capa de Hormigón Compactada Falso piso f´c= 140 Kg/cm2 f´c= 175 Kg/cm2 CC - 4 mínimo 0.2000000000000028 (Hasta reemplazar relleno) 0.4499999999999886 0.8500000000000014 0.5499999999999972 0.45 0.15 0.75 0.40 0.15 0.60 0.40 0.15 0.10 0.20 0.40 0.40 0.40 0.30 0.45 0.20 0.40 0.10 0.20 0.60 0.65 0.40 0.15 0.40 0.10 0.30 0.30 0.60 0.75 0.50 0.50 0.45 0.15 0.15 -142.244672679092 -142.244672679092 -142.244672679092 -142.244672679092 -142.244672679092 -142.244672679092 Falso piso f´c= 140 Kg/cm2 Capa de Hormigón Compactada (Hasta reemplazar relleno) Tratamiento con lechada de cal + 30 % P.G. CC 1:8 Cemento-Hormigón - 1.70 -142.244672679092 -142.244672679092 NFP+0.40 f'c = 175 Kg/cm2 d3/8" @ .15 CC - 1 -142.244672679092 -142.244672679092 -142.244672679092 -142.244672679092 0.15 0.40 0.60 0.45 0.15 0.10 0.45 0.45 0.75 0.50 0.50 0.15 -142.224672679092 -142.224672679092 -142.224672679092 -142.224672679092 -142.224672679092 -142.224672679092 Falso piso f´c= 140 Kg/cm2 Capa de Hormigón Compactada (Hasta reemplazar relleno) Tratamiento con lechada de cal + 30 % P.G. CC 1:8 Cemento-Hormigón - 1.70 -142.224672679092 -142.224672679092 -142.224672679092 -142.224672679092 NFP+0.40 f'c = 175 Kg/cm2 d3/8" @ .15 CC - 2 -142.224672679092 -142.224672679092 0.15 0.40 0.45 0.70 0.10 0.20 -139.402665828873 -139.402665828873 -139.402665828873 -139.402665828873 - 0.05 - 0.15 + 30 % P.G. CC 1:8 Cemento-Hormigón Tratamiento con lechada de cal -139.402665828873 Capa de Hormigón Compactada Falso piso f´c= 140 Kg/cm2 f´c= 175 Kg/cm2 CC - 3 -139.402665828873 0.20 VARIABLE 0.20 0.10 (Relleno) 1.15 0.50 0.60 0.20 0.85 Cuadro de colmnas Resto ver .30 .30 DETALLE TIPICO DE ZAPATA 5 @ .10 1 @ .05 VARIABLE - 2.00 -96.2077530334501 -96.2077530334501 -96.2077530334501 -96.2077530334501 -96.2077530334501 -96.2077530334501 -96.2077530334501 -96.2077530334501 + 30 % P.G. CC 1:8 Cemento-Hormigón -96.2077530334501 HORMIGON COMPACTADO SOBRECIMIENTO FALSO PISO f'c=140 Kg/cm2 TRATAR CON LECHADA DE CAL ESCALA 1/25 -96.2077530334501 0.60 0.20 VARIABLE 0.20 Mínimo 0.60 0.40 0.20 Cuadro de colmnas .30 .30 DETALLE DE ZAPATA SEMISOTANO - 1.05 - 2.35 -96.37717436143518 -96.37717436143518 -96.37717436143518 -96.37717436143518 -96.37717436143518 + 30 % P.G. CC 1:8 Cemento-Hormigón HORMIGON COMPACTADO FALSO PISO f'c=140 Kg/cm2 TRATAR CON LECHADA DE CAL ESCALA 1/25 -96.37717436143518 -96.37717436143518 Ver DETALLE DE ANCLAJE DE COLUMNA EN CIMIENTO ( Típico ) 1.00 Cuadro de colmnas Resto ver 5 @ .10 1 @ .05 .30 0.10 Para cada columna Cemento-Hormigón - 0.05 .30 SOLADO 1:12 0.10 - 1.05 CIMIENTO SOBRECIMIENTO Para cada columna Cemento-Hormigón .30 SOLADO 1:12 0.10 - 1.70 DETALLE DE ANCLAJE DE COLUMNA EN CIMIENTO ( Típico ) 1.00 Cuadro de colmnas Ver .30 0.10 CIMIENTO SOBRECIMIENTO Variable CIMIENTO FALSO 0.75 0.15 0.48 0.15 0.56 0.56 0.25 0.15 0.30 0.25 0.17 0.35 1.90 0.25 1.95 0.20 1.75 0.50 0.80 0.17 0.25 0.17 0.25 0.20 0.25 0.20 0.15 0.25 0.20 0.15 0.30 0.60 0.50 0.25 0.70 0.60 0.50 0.50 0.30 0.60 0.50 0.50 0.15 0.15 0.10 0.10 0.45 0.10 0.10 0.10 0.10 0.45 0.10 0.10 CC - 4 + 0.40 0.700000000000017 0.5999999999999943 0.5 0.5 5 5 5 0.4499999999999318 5 5 1.40 1.20 1.00 1.00 0.30 0.20 0.90 0.20 0.20 0.20 CC - 4 + 0.40 1.400000000000034 1.199999999999989 1.0 1.0 5 5 5 0.8999999999998636 5 5 0.70 0.60 0.50 0.50 0.15 0.10 0.45 0.10 0.10 0.10 0.85 CC - 4 + 0.40 0.700000000000017 0.5999999999999943 0.5 0.5 5 5 5 0.4499999999999318 5 5 d3/8" @ .15 Falso piso f´c= 140 Kg/cm2 + 30 % P.G. CC 1:8 Cemento-Hormigón - 2.20 0.8500000000000227 - 1.05 0.3000000000000114 0.6000000000000227 0.5 0.2500000000001137 CC - 5 d3/8" @ .15 Falso piso f´c= 140 Kg/cm2 Capa de Hormigón Compactada Tratamiento con lechada de cal - 0.80 0.87 +- 0.00 CC - 6 0.2999999999999829 0.5999999999999943 0.5 0.5000000000000284 5 5 5 0.4499999999999318 5 5 Falso piso f´c= 140 Kg/cm2 + 30 % P.G. CC 1:8 Cemento-Hormigón f'c = 175 Kg/cm2 d3/8" @ .15 - 1.75 0.8667520384987597 5 0.1499999999999773 0.4818931014190184 4 d 1/2" 7 @ .10 R @ .20 1 @ .05 d1/4" : 6 d 3/8" P - 4 P - 3 5 0.5621320343558409 5 7 d 1/2" 5 @ .10 R @ .15 1 @ .05 d1/4" : 0.25 0.1500000000000057 7 d 3/8" C - 1 CC - 4 1.899999999999977 0.25 1.949999999999989 0.1999999999999886 1.751262735204818 +- 0.00 NPT Relleno 1.90 1.75 0.25 1.95 0.20 CC - 4 1.899999999999977 0.25 1.949999999999989 0.1999999999999886 1.751262735204818 +- 0.00 NPT Relleno 0.15 0.25 d 3/8" @ 0.25 d 3/8" @ 0.25 VC ( 0.15 X 0.20 ) CORTE A. 0.1500000000000057 0.25 d 3/8" @ 0.20 d 3/8" @ 0.20 0.5 0.8000000000000114 - 1.00 NPT SEMISOTANO 0.1733000000000118 0.25 0.1733000000000118 0.25 d 3/8" @ 0.20 d 3/8" @ 0.15 CORTE A. CORTE A. 0.1999999999999886 0.25 1º piso d 3/8" @ 0.15 0.1999999999999886 0.1500000000000057 0.25 0.1999999999999886 0.1500000000000057 VS 1 d 3/8" @ 0.25 VA 2\U+00BA piso H = 2.60 0.15 0.40 0.60 0.45 0.15 0.10 0.45 0.45 0.75 0.50 0.50 0.15 -138.7252115985632 -138.7252115985632 -138.7252115985632 -138.7252115985632 -138.7252115985632 -138.7252115985632 Falso piso f´c= 140 Kg/cm2 Capa de Hormigón Compactada (Hasta reemplazar relleno) Tratamiento con lechada de cal + 30 % P.G. CC 1:8 Cemento-Hormigón - 1.70 -138.7252115985632 -138.7252115985632 -138.7252115985632 -138.7252115985632 NFP+0.55 f'c = 175 Kg/cm2 d3/8" @ .15 CC - 2 -138.7252115985632 -138.7252115985632 NFP±0.00 0.15 0.40 0.60 0.45 0.15 0.15 0.10 0.30 0.30 0.75 0.50 0.50 -137.9434048640918 -137.9434048640918 -137.9434048640918 -137.9434048640918 -137.9434048640918 -137.9434048640918 Falso piso f´c= 140 Kg/cm2 Capa de Hormigón Compactada (Hasta reemplazar relleno) Tratamiento con lechada de cal + 30 % P.G. CC 1:8 Cemento-Hormigón - 1.70 -137.9434048640918 -137.9434048640918 NFP+0.40 f'c = 175 Kg/cm2 d3/8" @ .15 CC - 1 -137.9434048640918 -137.9434048640918 -137.9434048640918 -137.9434048640918 NFP±0.00 0.70 0.60 0.50 0.51 0.15 0.10 0.45 0.10 0.10 0.85 0.30 0.10 0.10 CC - 4 -138.760647933204 -138.760647933204 -138.760647933204 -138.760647933204 -138.760647933204 -138.760647933204 -138.760647933204 -138.760647933204 -138.760647933204 Falso piso f´c= 140 Kg/cm2 + 30 % P.G. CC 1:8 Cemento-Hormigón - 1.70 -138.760647933204 -138.760647933204 (Hasta reemplazar relleno) NFP+0.40 NFP±0.00 -138.760647933204 f'c = 175 Kg/cm2 d3/8" @ .15 Tratamiento con lechada de cal Capa de Hormigón Compactada -138.760647933204 0.30 0.60 0.50 0.25 0.15 0.15 0.10 0.10 0.10 - 1.00 -139.0112856138053 -139.0112856138053 -139.0112856138053 -139.0112856138053 CC - 5 d3/8" @ .15 Falso piso f´c= 140 Kg/cm2 Capa de Hormigón Compactada Tratamiento con lechada de cal - 1.90 -139.0112856138053 -139.0112856138053 Para cada columna Cemento-Hormigón SOLADO 1:12 -139.0112856138053 -139.0112856138053 (Hasta reemplazar relleno) -139.0112856138053 f'c = 175 Kg/cm2 0.30 0.60 0.40 0.50 0.20 0.45 0.20 0.15 0.85 0.10 0.10 CC - 6 -138.6607701287621 -138.6607701287621 -138.6607701287621 -138.6607701287621 -138.6607701287621 -138.6607701287621 -138.6607701287621 -138.6607701287621 + 30 % P.G. CC 1:8 Cemento-Hormigón -138.6607701287621 - 1.70 Capa de Hormigón Compactada Falso piso f´c= 140 Kg/cm2 -138.6607701287621 (Hasta reemplazar relleno) NFP±0.00 -138.6607701287621 f'c = 175 Kg/cm2 d3/8" @ .15 0.20 0.60 0.10 0.10 0.50 0.25 0.15 0.15 0.10 - 1.00 -133.2982196306938 -133.2982196306938 -133.2982196306938 -133.2982196306938 CC - 5' d3/8" @ .15 Falso piso f´c= 140 Kg/cm2 Capa de Hormigón Compactada Tratamiento con lechada de cal - 1.90 -133.2982196306938 -133.2982196306938 Para cada columna Cemento-Hormigón SOLADO 1:12 -133.2982196306938 -133.2982196306938 (Hasta reemplazar relleno) -133.2982196306938 f'c = 175 Kg/cm2 0.50 0.60 0.50 0.51 0.15 0.10 0.45 0.10 0.30 0.10 0.10 0.10 0.85 CC - 4' -133.1367473895899 -133.1367473895899 -133.1367473895899 -133.1367473895899 -133.1367473895899 -133.1367473895899 -133.1367473895899 -133.1367473895899 -133.1367473895899 Falso piso f´c= 140 Kg/cm2 + 30 % P.G. CC 1:8 Cemento-Hormigón - 1.70 -133.1367473895899 -133.1367473895899 (Hasta reemplazar relleno) NFP+0.40 NFP±0.00 -133.1367473895899 f'c = 175 Kg/cm2 d3/8" @ .15 Tratamiento con lechada de cal Capa de Hormigón Compactada -133.1367473895899 0.15 0.65 0.60 0.45 0.15 0.10 0.45 0.75 0.50 0.50 0.15 -133.0541006876695 -133.0541006876695 -133.0541006876695 -133.0541006876695 -133.0541006876695 Falso piso f´c= 140 Kg/cm2 Capa de Hormigón Compactada (Hasta reemplazar relleno) Tratamiento con lechada de cal + 30 % P.G. CC 1:8 Cemento-Hormigón - 1.70 -133.0541006876695 -133.0541006876695 -133.0541006876695 -133.0541006876695 NFP+0.55 f'c = 175 Kg/cm2 d3/8" @ .15 CC - 2' -133.0541006876695 -133.0541006876695 NFP±0.00 0.15 0.50 0.60 0.45 0.15 0.15 0.10 0.30 0.75 0.50 0.50 -132.9974689789045 -132.9974689789045 -132.9974689789045 -132.9974689789045 -132.9974689789045 Falso piso f´c= 140 Kg/cm2 Capa de Hormigón Compactada (Hasta reemplazar relleno) Tratamiento con lechada de cal + 30 % P.G. CC 1:8 Cemento-Hormigón - 1.70 -132.9974689789045 -132.9974689789045 NFP+0.40 f'c = 175 Kg/cm2 d3/8" @ .15 CC - 1' -132.9974689789045 -132.9974689789045 -132.9974689789045 -132.9974689789045 NFP±0.00 0.15 0.50 0.60 0.45 0.15 0.15 0.10 0.30 0.75 0.50 0.50 -137.5120053152026 -137.5120053152026 -137.5120053152026 -137.5120053152026 -137.5120053152026 Falso piso f´c= 140 Kg/cm2 Capa de Hormigón Compactada (Hasta reemplazar relleno) Tratamiento con lechada de cal + 30 % P.G. CC 1:8 Cemento-Hormigón - 1.70 -137.5120053152026 -137.5120053152026 NFP+0.40 f'c = 175 Kg/cm2 d3/8" @ .15 CC - 1' -137.5120053152026 -137.5120053152026 -137.5120053152026 -137.5120053152026 NFP±0.00 1.90 1.75 0.25 1.95 0.20 CC - 4 -118.8004780449773 -118.8004780449773 -118.8004780449773 -118.8004780449773 -118.8004780449773 +- 0.00 NPT Relleno ESCALA 1/50 1.90 1.75 0.25 1.95 0.20 CC - 4 -118.8574557228729 -118.8574557228729 -118.8574557228729 -118.8574557228729 -118.8574557228729 +- 0.00 NPT Relleno ESCALA 1/50 0.15 0.56 0.56 0.75 0.15 0.48 -175.5209975856729 -175.5209975856729 -175.5209975856729 d1/4" : P - 4 P - 3 -175.5209975856729 -175.5209975856729 -175.5209975856729 7 d 1/2" 5 @ .10 R @ .15 1 @ .05 d1/4" : 7 @ .10 R @ .20 c/e 1 @ .05 4 d 1/2" + 6 d 3/8" 4 d 1/2" \A1;5.67 \A1;4.15 \A1;0.23 \A1;3.75 \A1;0.17 \A1;5.33 \A1;0.17 \A1;0.17 0.40 0.45 1.45 1.45 0.15 1.90 0.50 0.55 3.43 0.50 1.90 0.25 0.15 0.15 0.15 0.23 0.17 Ø1/2"@0.17 Ø3/8"@0.17 -150.1701339552363 -150.1701339552363 -150.1701339552363 -150.1701339552363 -150.1701339552363 -150.1701339552363 -150.1701339552363 -150.1701339552363 NFC CORTE 1-1 -150.1701339552363 -150.1701339552363 d3/8" @ .20 d3/8" @ .20 d3/8" @ .20 d3/8" @ .20 -150.1701339552363 NFP±0.00 -150.1701339552363 Capa de Hormigón Compactada -150.1701339552363 -150.1701339552363 Escalera de Ingreso NFP±0.00 -150.1701339552363 -150.1701339552363 -150.1701339552363 ESCALA 1/25 1.45 0.10 0.50 1.45 0.25 0.50 0.55 5.05 0.55 0.50 2.05 0.17 0.45 1.90 0.17 Ø1/2"@0.17 Ø3/8"@0.17 -150.205133955236 -150.205133955236 -150.205133955236 -150.205133955236 -150.205133955236 -150.205133955236 -150.205133955236 -150.205133955236 -150.205133955236 NFC CORTE 2-2 -150.205133955236 -150.205133955236 Tratamiento con lechada de cal Capa de Hormigón Compactada -150.205133955236 d3/8" @ .20 d3/8" @ .20 d3/8" @ .20 d3/8" @ .20 -150.205133955236 NFP±0.00 -150.205133955236 Capa de Hormigón Compactada NFP+0.60 -150.205133955236 ESCALA 1/25 5 @ .10 R @ .15 c/e 1 @ .05 d1/4" : 8 d 1/2". 0.4000000000000057 0.3999999999999773 C5 (.15X.40X.40) 0.1500000000000057 0.1499999999999915 0.40 0.40 0.15 0.15 d1/4" @ .15 0.4000000000000625 C6 (.10 X .40) 3 d 3/8". 5 0.40 0.10 C1 C1 P2 P2 C4 C1 C6 C2 C1 P1 P2 C2 C2 C1 C4 P3 C1 C1 P4 C4 C4 C1 C1 C2 C1 C1 C3 C3 C1 C5 C1 C1 C1 C1 C3 Z4 d 1/2 @ 0.20 d 1/2 @ 0.20 Z3 d 3/8 @ 0.15 d 3/8 @ 0.15 d 1/2 @ 0.20 d 1/2 @ 0.20 d 1/2 @ 0.20 d 1/2 @ 0.20 Z4 d 1/2 @ 0.20 d 1/2 @ 0.20 Z1 d 3/8 @ 0.17 d 3/8 @ 0.17 Z1 d 3/8 @ 0.17 d 3/8 @ 0.17 d 3/8 @ 0.17 d 3/8 @ 0.17 Z1 d 3/8 @ 0.17 d 3/8 @ 0.17 C1 Z5 d 3/8 @ 0.17 d 3/8 @ 0.17 d 1/2 @ 0.20 Z4 d 1/2 @ 0.20 d 1/2 @ 0.20 d 1/2 @ 0.20 Z4 Z4 Z4 d 1/2 @ 0.20 d 1/2 @ 0.20 Z4 d 3/8 @ 0.17 d 3/8 @ 0.17 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.F.P.=+0.40 N.F.P.=+0.40 N.F.P.=+0.40 N.F.P.=+0.40 N.F.P.=+0.40 N.F.P.=+0.40 N.F.P.=+0.40 N.F.P.=+0.25 N.F.P.=+0.55 N.F.P.=-0.95 N.F.P.=+0.40 5 Ensanchamiento de cimiento Junta de dilatación Sísmica = 2.5 cm. Junta de dilatación Sísmica = 2.5 cm. Junta de dilatación Sísmica = 2.5 cm. 5 5 5 5 5 5 5 5 5 5 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C3 Junta de dilatación Sísmica = 2.5 cm. Junta de dilatación Sísmica = 2.5 cm. Junta de dilatación Sísmica = 2.5 cm. Junta de dilatación Sísmica = 2.5 cm. C1 5 5 5 5 C1 5 5 C1 C1 C1 5 Junta de dilatación Sísmica = 2.5 cm. C1 C1 5 5 Ensanchamiento de cimiento C1 Ensanchamiento de cimiento CIMENTACION CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-1 CC-1 CC-1 CC-4' CC-4 CC-4' CC-4 CC-4' CC-4 CC-4 CC-4 CC-5 CC-4' CC-4' CC-4 CC-4 CC-4 CC-6 CC-4' CC-4' CC-4' CC-4' CC-4 CC-4 CC-5 CC-4' CC-4' CC-4' CC-2' CC-4' CC-2 CC-2 CC-2' CC-2' CC-6 CC-6 CC-6 CC-5' CC-5' CC-5' CC-5' CC-2 CC-2 CC-6 CC-6 CC-6 A B C D E A B C D E 4 3 2' 6 H G F 5 2 4 3 1 1 5 7 J 10 7 J 9 8 11 I I Ensanchamiento de cimiento 1' 1' K K CIMENTACION DE ESCALERA CIMENTACION DE ESCALERA 5 5 5 5 5 5 CUADRO DE COLUMNAS fc'=210kg/cm2 CUADRO DE ZAPATAS fc'=210kg/cm2 ESC. 1/12.5 ESC. 1/25 DE CIMENTACION 3._ PARAMETROS DE DISEÑO DE LA CIMENTACION 2._ ESTRATO DE APOYO DE LA CIMENTACION : ARCILLA DE REGULAR PLASTICIDAD (CL-ML) 1.- TIPO DE CIMENTACION : CIMIENTO CORRIDO Y/O ZAPATAS PROFUNDIDAD DE CIMENTACION : 1,70 m PARA CIMIENTOS CORRIDOS PRESION ADMISIBLE : 0.902 kg/cm2 PARA CIMIENTOS CORRIDOS : 0.957 kg/cm2 PARA CIMIENTOS CUADRADOS FACTOR DE SEGURIDAD: 3 : 2.00 m PARA CIMIENTOS CUADRADOS ASENTAMIENTO DIFERENCIAL : 1.768 cm RESUMEN DE LAS CONDICIONES ESPECIFICACIONES TECNICAS 40 Kg/cm2 4,200 Kg/cm2 210 Kg/cm2 Rm = Rt = fy = f'c = NOTA: PARA LAS ESTRUCTURAS EN CONTACTO CON LA HUMEDAD UTILIZAR IMPERMEABILIZANTE DE SIKA O SIMILARES. PARA LOS MUROS PORTANTES UTILIZAR LADRILLO KING KONG DEL TIPO MAQUINADO. ( Rm = 40 Kg/ cm2 mínimo ) AMARRAR ALBAÑILERIA PORTANTE CON 2 ALAMBRES Nª8 EN FORMA CORRIDA CADA 3 HILADAS. 0.957 Kg/cm2 PLATAFORMA DEL ESPECTRO PERIODO QUE DEFINE LA FACTOR DE AMPLIF. DEL SUELO PARAMETROS SISMICOS FACTOR DE ZONA Tp =0.60 Z = 0.40 S = 1.2 DESPLAZAMIENTOS MAXIMOS RELATIVOS DEL ENTREPISO DIRECCION X - X = 0.12 cm. DIRECCION Y - Y = 0.18 cm. FACTOR DE REDUCCION Rx = 6.0 Ry = 6.0 EN LA JUNTA DE DILATACION ENTRE MODULOS DE VIVIENDA COLOCAR TEKNOPORT DE 2" DESDE LA CIMENTACION. TOMAR TODAS LAS MEDIDAS TECNICAS NECESARIAS ASI COMO LAS COORDINACIONES CON LOS VECINOS ANTES DE LA EJECUCION DE LOS TRABAJOS ( CASO ESPECIAL LA CONSTRUCCION DE LA CISTERNA ) FACTOR DE USO DEL SUELO U = 1.0 PARA FACILITAR LA CONSTRUCCION PREVEER UN SISTEMA DE DRENAJE SUPERFICIAL (SANGRIA),PARA PODER EVACUAR EL AGUA DE FILTRACION Y EVITAR QUE ESTAS AGUAS VAYAN A LAS CIMENTACIONES. TRATAR CON LECHADA DE CAL LAS PAREDES Y FONDOS DE LAS ZANJAS ANTES DE LOS VACIADOS DE CONCRETO . PARA LAS ESTRUCTURAS COLINDANTES CON EDIFICACIONES VECINAS CUYA CONSTRUCCION PONGA EN RIESGO LA INTEGRIDAS FISICA DE ESTAS , EL SUELO CONTIENE CONCENTRACIONES MODERADAS DE SULFATOS , SALES SOLUBLES Y CLORUROS QUE PODRIAN ATACAR AL CONCRETO Y LA ARMADURA DE LA CIMENTACION SE RECOMIENDA QUE EL RECUBRIMIENTO DE DE LAS VARILLAS DE ACERO SERA MAYOR QUE EL COMUNMENTE UTILIZADO Y EL CEMENTO A USAR SERA EL TIPO MS, o TIPO V 4._ AGRESIVIDAD DE SUELO A LA CIMENTACION 7.5 cm. 4.0 cm. 10.0 cm. 4.0 cm. 2.0 cm. 2.5 cm. 2.5 cm. CISTERNA ENTERRADA ESCALERAS ALIGERADO Y VIGAS CHATAS ZAPATAS CIMIENTOS SOBRECIMIENTO ARMADO b=15 cm. COLUMNAS Y VIGAS PERALTADAS RECUBRIMIENTOS NORMAS DE DISEÑO -Norma Técnica de Edificación E-020 -Norma Técnica de Edificación E-030 -Norma Técnica de Edificación E-060 -Norma Técnica de Edificación E-070 ALIGERADO H = 6.40 m C1 C1 P2 P2 C4 C1 C6 C2 C1 P1 P2 C D E 7 I H J 10 7 2 1 C D E S/C=200 Kg/m2 e=0.20 m C D E 11 H K 10 5 2 3 L L 10 H K I C D E ALIGERADO H = 5.20m S/C=200 Kg/m2 C1 C1 P2 P2 C1 C6 C2 C1 7 I H J 10 7 2 3 1 C2 C2 C1 C1 C1 C1 C4 P2 P3 C2 C1 C1 P4 C4 C4 P1 C D E C D' E J ALIGERADO H = 3.80 m S/C=200 Kg/m2 H=0.20 m C3 C1 C2 C2 C1 C1 C1 C1 C3 C3 C1 C4 P1 C5 C1 C1 A B 5 4 3 2' 6 9 11 H G F 8 7 A L H K 5 10 ALIGERADO H = 3.05 m S/C=200 Kg/m2 C D E E I 5 2 3 C D C D E 5 2 3 5 3 2 I C2 C2 C1 P2 C2 C4 C4 C2 C1 P2 P3 C2 C1 C1 P4 DETALLE ALIGERADO H = 2.60 m S/C=200 Kg/m2 7 I H 10 7 2 1 C D E C D' E ALIGERADO H = 1.20m S/C=200 Kg/m2 RELLENO ALIGERADO PRIMER PISO ALIGERADO SEGUNDO PISO ALIGERADO SEMISOTANO ALIGERADO H = 6.40 m ALIGERADO H = 5.20 m ALIGERADO H = 3.05 m ALIGERADO H = 2.60 m ALIGERADO H = 3.80 m ALIGERADO H = 1.20 m ESCALA 1/50 S/C=200 Kg/m2 ESCALA 1/50 S/C=200 Kg/m2 ESCALA 1/50 S/C=200 Kg/m2 C1 C1 P1 P2 C1 P2 P2 C6 C2 C1 P1 P2 C4 C4 C1 C' VER DETALLE DE ESCALERA VER DETALLE DE ESCALERA 1 2 3 1 2 3 1 2 3 4 Va VS-1 ( .15 x.30 ) D D VC ( .15 x.20 ) VC ( .15 x.20 ) VC ( .15 x.20 ) VC ( .15 x.20 ) VC ( .15 x.20 ) VS-1 ( .15 x.30 ) A VC ( .15 x.20 ) VC ( .15 x.20 ) VC ( .15 x.20 ) VS-1 ( .15 x.30 ) VS-1 ( .15 x.30 ) VS-1 ( .15 x.30 ) B B B B A C Va VS-1 ( .15 x.30 ) VS-1 ( .15 x.30 ) E E VS-1 ( .15 x.30 ) Va VS-1 ( .15 x.30 ) B B B VS-1 ( .15 x.30 ) A A VS-1 ( .15 x.30 ) VS-1 ( .15 x.30 ) A E A A VS-1 ( .15 x.30 ) E E B Va VS-1 ( .15 x.30 ) B B B VS-1 ( .15 x.30 ) VS-1 ( .15 x.30 ) VS-1 ( .15 x.30 ) B B C VS-1 ( .15 x.30 ) VS-1 ( .15 x.30 ) B B VS-1 ( .15 x.30 ) E VS-1 ( .15 x.30 ) E E Va Va VS-1 ( .15 x.30 ) VS-1 ( .15 x.30 ) VS-1 ( .15 x.30 ) D G G Va A VS-1 ( .15 x.30 ) E VS-1 ( .15 x.30 ) A Va VS-1 ( .15 x.30 ) VS-1 ( .15 x.30 ) VS-1 ( .15 x.30 ) D G G Va A VS-1 ( .15 x.30 ) E VS-1 ( .15 x.30 ) VS-1 ( .15 x.30 ) A A Va Va 1 d 3/8" 2 d 3/8" 5 5 5 1 d 3/8" 5 1 d 3/8" 1 d 3/8" 5 1 d 3/8" 5 1 d 3/8" 2 d 3/8" 2 d 3/8" 1 2 3 1 d 1/2" 5 5 5 1 d 1/2" 1 d 3/8" 1 d 3/8" 1 d 1/2" 5 5 1 d 3/8" 1 d 3/8" 1 d 3/8" 1 d 3/8" 5 5 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 3/8" 5 5 1 d 3/8" 1 d 3/8" 1 d 3/8" 5 5 1 d 3/8" 1 d 3/8" 1 d 3/8" 5 5 1 d 3/8" 1 d 1/2" 1 d 1/2" 2 d 3/8" 2 d 3/8" 1 d 3/8" 2 d 3/8" 5 5 5 1 d 3/8" 1 d 3/8" 2 d 3/8" 5 5 5 1 d 3/8" 5 1 d 1/2" 1 d 3/8" 5 5 CUADRO DE VIGAS fc'=210kg/cm2 ESC. 1/12.5 DETALLE DE REFUERZO HORIZONTAL EN MUROS H=0.30 m d 1/2 @ 0.20 d 1/2 @ 0.20 Z4 VC ( .15 x.20 ) J D D G G Va A E A Va A C' C' C' 5 5 A VS-1 ( .15 x.30 ) 5 5 e=0.20 m e=0.20 m e=0.20 m e=0.20 m e=0.20 m e=0.20 m e=0.20 m Va P4 C1 DETALLE DE ESCALERA +- 0.00 Relleno 5 5 5 5 ESCALA 1/100 ESCALA 1/25 ESCALA 1/25 ESCALA 1/25 1 1 Cimentacion de Piscina N.F.P.=-1.45 Fondo de Piscina 37.19 m3 5 5 2 2 N.F.P.=-1.45 Fondo de Piscina 37.19 m3 PISCINA ESCALA 1/50 5 5 5 5 5 5 CIMENTACION DE PISCINA DETALLE DE ANCLAJE DE COLUMNA A PISCINA: SE TENDRA QUE TENER UN TRASLAPE DE 45 CM COMO MINIMO

Language	Spanish
Drawing Type	Block
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Pool
Tags	apartamento, apartment, appartement, aufenthalt, autocad, base, basement, block, casa, chalet, constructive, dwelling unit, DWG, haus, house, Housing, logement, maison, residên, residence, semi, unidade de moradia, unifamily, villa, walls, wohnung, wohnung einheit