Structures Of A Home DWG Detail for AutoCAD

Structures Of A Home DWG Detail for AutoCAD

Areas and analyzing tax burdens – Details – specifications – sizing – analysis of loading

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

graphic scale, kitchen, bath, bedroom, dinning room, yard, kitchen, canteen, living room, bedroom, bath, cross-section, longitudinal cut, roof plant, low level, top floor, roof plant, low level, top floor, reinforced concrete:, mortar cement sand:, tile, partition:, tile: kg kg kg, mortar: kg kg kg, septum: kg kg, calculation of the step, water calculation, volumetric weight of, kg weight, lts, total weight kg, calculation of the ramp, reinforced concrete:, reinforced concrete: kg kg, mortar cement sand:, mortar: kg kg, kg sum, reinforced concrete: kg kg, mortar: kg kg, kg sum, step step kg, calculation of rest, tile: kg kg, mortar: kg kg, concrete: kg kg, total, total weight kg, total weight kg, load analysis, Wall, red brick, mortar of lime sand, total weight weight wall per meter, wall to, red brick, mortar of lime sand, total weight of the wall weight per meter, tile, pending, tepetate stuffing, roof tile, plasterboard ceiling, calculation for roof tiles, ceramics, mortar lime sand, concrete earthenware, plasterboard ceiling, calculation for crockery, total weight of load, cimentacion plant, total weight, ntcd table loads loads

Raw text data extracted from CAD file:

ESCALA GRAFICA \W6.63889; 1:50 1,45 1,75 3,45 6,65 4,9 2,39 5,76 0,8 13,85 4,66 3,89 8,55 1,2 2,55 4,59 5,51 13,85 5 3,45 1,9 10,35 1,45 4,9 2,39 5,76 0,8 15,3 2,3 4,66 3,89 10,85 1,84 5,66 15,3 5,15 2,65 4,9 2,39 4,66 3,89 1,2 2,55 5,51 5 3,45 1,9 1,45 4,9 0,8 15,3 2,3 15,3 1,99 5,51 3,45 6,65 13,85 8,55 13,85 10,35 2,39 5,76 4,66 3,89 10,85 5,15 2,65 4,59 3,2 4,66 3,89 1,2 3,45 6,65 13,85 8,55 13,85 3,2 7,29 12,65 4,66 3,89 1,2 7,29 12,65 3,45 6,65 13,85 8,55 13,85 3,2 4,9 2,39 4,66 3,89 1,2 2,55 5,51 5 3,45 1,9 1,45 4,9 0,8 15,3 2,3 15,3 3,45 6,65 13,85 8,55 13,85 10,35 2,39 5,76 4,66 3,89 10,85 5,15 2,65 1,99 5,51 4,59 3,2 5,76 5,76 2,7 3,1 0,28 0,26 0,3 1,5 1,5 0,6 0,7 1,8 1,08 1,44 2,4 2,8 0,7 2,4 2,1 5 3,45 1,9 1,45 4,9 0,8 15,3 2,3 1,84 5,66 15,3 10,35 2,39 5,76 4,66 3,89 10,85 5,15 2,65 5,76 5 3,45 1,9 10,35 1,45 4,9 0,8 15,3 2,3 4,66 3,89 10,85 1,84 5,66 15,3 5,76 2,65 2,39 5,15 2,65 4 6 2 8 1 E C B´ B F D 3 6` 7 5 5 5 5 5 5 5 5 5 B 5 5 5 1 8 5 5 5 5 5 9 8 6 4 2 1 F E C A 9 5 3 1 A B D F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 A A' A A' B B' B B' Cocina Baño Recamara Comedor Patio Cocina Cantina Sala Recamara Baño CORTE TRANSVERSAL B-B' CORTE LONGITUDINAL A-A' 4 6 2 8 1 E C B F D 3 6` 7 5 5 5 5 5 B 5 5 5 1 8 5 5 5 5 9 8 6 4 2 1 F E C A 9 5 3 1 A B D F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 5 5 2.6893 m2 2.9826 m2 5.4798 m2 1.4252 m2 3.7919 m2 7.4290 m2 5.4183 m2 7.4140 m2 2.5600 m2 4.7795 m2 1.3231 m2 0.4884 m2 0.2754 m2 2.4544 m2 1.6256 m2 1.2985 m2 0.9900 m2 5 2.9826 m2 5.4798 m2 0.5256 m2 1.4656 m2 2.5600 m2 4.7795 m2 2.6893 m2 1.4252 m2 0.4884 m2 0.2754 m2 5.4183 m2 7.4140 m2 3.7919 m2 7.4290 m2 5 1.3231 m2 0.5256 m2 1.4656 m2 0.7656 m2 0.7656 m2 1.6256 m2 2.4544 m2 1.2985 m2 0.9900 m2 2.9826 m2 5.4798 m2 3.7919 m2 7.4290 m2 5.4183 m2 7.4140 m2 2.5600 m2 4.7795 m2 2.9826 m2 5.4798 m2 2.5600 m2 4.7795 m2 5.4183 m2 7.4140 m2 3.7919 m2 7.4290 m2 0.5296 m2 0.5296 m2 1.9717 m2 4.7795 m2 4 2 8 1 E C B F D 7 5 5 5 B 5 5 5 1 8 5 5 5 5 5 PLANTA DE AZOTEA PLANTA BAJA PLANTA ALTA 4 2 8 1 E C B F D 7 5 5 5 B 5 5 5 1 8 5 5 5 5 5 PLANTA DE AZOTEA 900.45 Kg 313.20 Kg 1902.69 Kg 835.20 Kg 3301.65 Kg 2112.26 Kg 208.80 Kg 1015.29 Kg 1503.36 Kg 495.90 Kg 4 6 2 8 1 E C B F D 3 6` 7 5 5 5 5 5 B 5 5 5 1 8 5 5 5 5 9 8 6 4 2 1 F E C A 9 5 3 1 A B D F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 5 5 L= 2348.80 kg 5 5 7.4290 m2 7.4140 m2 PLANTA BAJA PLANTA ALTA 5 M= 2701.35 kg P= 900.45 kg ST= 5950.60 kg L= 2348.80 kg M= 2701.35 kg P= 1278.90 kg L= 4315.34 kg M= 3836.70 kg ST= 9430.94 kg L= 2117.82 kg ST= 7167.97 kg L= 1122.35 kg P= 623.79 kg M= 1871.37 kg ST= 3617.51 kg L= 5850.34 kg P= 1503.36 kg M= 4510.08 kg ST= 11863.78 kg 5 L= 2986.12 kg P= 1015.29 kg M= 3045.87 kg ST= 7047.28 kg L= 4266.91 kg P= 1216.26 kg M= 3648.78 kg ST= 9131.95 kg L= 5838.53 kg P= 1438.11 kg M= 4314.33 kg ST= 11590.97 kg L= 3763.86 kg P= 1197.99 kg M= 3593.97 kg ST= 8555.82 kg L= 2016.00 kg M= 2505.60 kg L= 384.62 kg M= 1143.18 kg L= 2930.05 kg ST= 7451.65 kg L= 1336.83kg ST= 2664.63 kg L= 5838.53 kg M= 4314.33 kg L= 3763.86 kg L= 1122.35 kg L= 4783.85 kg L= 1066.46 kg ST= 15145.51 kg L= 216.88 kg M= 822.15 kg ST= 2105.49 kg L= 1535.28 kg L= 1450.84 kg P= 208.80 kg M= 1479.87 kg P= 495.90 kg ST= 3426.61 kg L= 2117.82 kg M= 1566.00 kg L= 384.62 kg ST= 5603.72 kg L= 216.88 kg M= 955.26 kg L= 1012.78 kg L= 3302.55 kg ST= 7071.13 kg P= 313.20 kg L= 1154.16 kg L= 1154.16 kg M= 2908.20 kg ST= 7678.11 kg L= 602.91 kg L= 602.91 kg M= 1351.00 kg P= 456.75 kg ST= 2410.66 kg L= 413.91 kg P= 378.45 kg M= 1119.40 kg ST= 1911.76 kg L= 413.91 kg L= 2016.00 kg M= 2470.40 kg ST= 5503.22 kg L= 1041.94 kg L= 1041.94 kg P= 665.55 kg M= 1968.60 kg TI= 1036.00 kg TI= 1036.00 kg L= 1717.98 kg M= 2701.35 kg ST= 10369.93 kg CNS= 5950.60 kg L= 1717.98 kg L= 3156.36 kg M= 3836.70 kg ST= 16424.00 kg CNS= 9430.94 kg M= 2701.35 kg CNS= 7167.97 kg L= 305.05 kg ST= 11892.35 kg L= 1135.70 kg ST= 4712.09 kg ST= 3232.10 kg ST= 3617.51 kg L= 2184.13 kg M= 3045.87 kg CNS= 6675.14 kg ST= 11892.35 kg L= 4279.10 kg M= 4510.08 kg CNS= 11863.78 kg ST= 20652.96 kg L= 2184.13 kg M= 3045.87 kg CNS= 7047.28 kg ST= 12277.28 kg L= 3120.94 kg M= 3648.78 kg CNS= 9131.95 kg ST= 15901.67 kg L= 4270.46 kg M= 4314.33 kg CNS= 11590.97kg ST= 20175.76 kg L= 3120.94 kg M= 3648.78 kg CNS= 10116.28kg ST= 18665.61 kg L= 1474.56 kg L= 305.05 kg L= 1022.57 kg M= 1775.60 kg ST= 2798.17 kg L= 779.63 kg M= 1536.28 kg ST= 2315.91 kg L= 1022.57 kg M= 1775.60 kg ST= 2798.17 kg L= 2752.99 kg M= 3572.08 kg CNS= 8555.82kg ST= 15660.52 kg L= 779.63 kg L= 2752.99 kg M= 955.26 kg CNS= 7071.13 kg ST= 12655.77 kg L= 1135.70 kg L= 2415.30 kg L= 740.69 kg L= 1413.73 kg CNS= 5503.22 kg ST= 8391.51 kg L= 1474.56 kg L= 936.35 kg M= 1968.60 kg CNS= 4712.09 kg ST= 7617.04 kg M= 2470.40 kg CNS= 4322.42kg ST= 8206.55 kg L= 1413.73 kg L= 936.35 kg M= 2908.20 kg CNS= 7678.11 kg ST= 13937.96 kg 5 5 0,18 0,02 0,02 5 0,02 5 Concreto armado: 2400 kg/m3 Mortero cemento y arena: 2000 kg/m3 Loseta: 1800 kg/m3 Tabique: 1500 kg/m3 Loseta: .02*.30*1.2*1800= 12.96 kg .02*.16*1.2*1800= 6.91 kg Total= 19.87 kg Mortero: .02*.28*1.2*2000= 13.44 kg .02*.14*1.2*2000= 6.72 kg Total= 20.16 kg Tabique: .14*.26*1.2*1500= 65.52/2= 32.76 kg Total= 32.76 kg 5 Calculo del escalon Calculo del tinaco Peso volumetrico del concreto= 2400 kg/m3 0,1 5 5 5 A1= 1.5 m * 1.5 m= 2.25 m2 2400 kg/m3 \H1.5x;* 0.1m= 240 kg/m\H0.6667x;2 (2.25)(240)= 540 kg A2= 1.5 m * 0.6 m= 0.90 m2 (0.9)(240)= 216 kg A3= 1.5 m * 0.6 m= 0.90 m2 (0.9)(240)= 216 kg Peso total= 972.00 + 1100.00= 2072.00 kg 1100 Lts A1 A3 A2 0,18 0,16 0,14 Peso total escalon= 72.79 kg 5 5 5 5 5 5 Calculo de la rampa Concreto armado: 2400 kg/m3 Concreto armado: .12*1.2*2.1*2400= 725.76 kg Total= 725.76 kg Mortero cemento y arena: 2000 kg/m3 Mortero: .02*1.2*2.1*2000= 100.80 kg Total= 100.80 kg Sumatoria total= 826.56 kg Concreto armado: .12*1.2*2.8*2400= 967.68 kg Total= 967.68 kg Mortero: .02*1.2*2.8*2000= 134.40 kg Total= 134.40 kg Sumatoria total= 1102.08 kg \H1.125x;Peso escalon (72.79 kg)*Numero de escalones (14)=1019.06 Kg Calculo del descanso Loseta: .02*.70*2.40*1800= 60.48 kg Total= 60.48 kg 5 Mortero: .02*.70*2.40*2000= 67.20 *2= 134.40 Kg Total= 134.40 kg Concreto: .12*.70*2.40*2400= 483.84 kg Total= 483.84 kg \H1.238x;Peso total descanso= 678.72 \fBell MT|b0|i0|c0|p18;kg 5 0,3 Peso total rampa= 1928.64 kg Peso total de la escalera= 3626.42 Kg 5 Analisis de cargas Muro exterior/interior Tabique rojo recocido 7x14x28 cm Mortero de cal y arena .02 .02 .14 2.7 W muro= 0.14 m x 1500 Kg/m3= 210 Kg/m2 W aplanado= .04 m x 2000 Kg/m3= 80 Kg/m2 Peso total muro= 290 Kg/m2 Peso muro por metro lineal= 290 Kg/m2 x 2.70 m= 783.00 Kg/ml Muro para baño/cocina Tabique rojo recocido 7x14x28 cm Mortero de cal y arena .02 .02 .14 2.7 W muro= 0.14 m x 1500 Kg/m3= 210 Kg/m2 W aplanado= .02 m x 2000 Kg/m3= 40 Kg/m2 W azulejo= .02 m x 1800 Kg/m3 = 36 Kg/m2 Peso total del muro= 286 Kg/ m2 Peso muro por metro lineal= 286 Kg/m2 x 2.70 m= 772.00 Kg/ml Azulejo Pendiente = 2% .14 .15 .02 Relleno de tepetate Loza de azotea Plafon de yeso Calculo para loza de azotea .02 .03 .10 .02 Ceramica Mortero cal arena Loza de Concreto Plafon de yeso Calculo para loza de Entrepiso W Ceramica= 0.02 m x 1800 Kg/m3= 45 Kg/m2 W Mortero= .03 m x 2000 Kg/m3= 80 Kg/m2 W Loza= 0.10 m x 2400 Kg/m3= 240 Kg/m2 W Yeso= .02 m x 1500 Kg/m3= 50 Kg/m2 Peso total de Loza= 415 Kg/m2 Carga muerta= 415 Kg/m2 Carga adicional= 40 Kg/m2 Carga viva= 170 Kg/m2 Carga de servicio= 625Kg/m2 9 8 6 4 2 1 F E C A 9 5 3 1 A B D F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 5 9 8 6 4 2 1 F E C A 9 5 3 1 A B D F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 5 5 5 5 PLANTA DE CIMENTACION W Losa= 0.15 m x 2400 Kg/m3= 260 Kg/m2 W Plafon= .015 m x 1500 Kg/m3= 22.5 Kg/m2 W Relleno= 0.14 m x 1100 Kg/m3= 134 Kg/m2 Peso total Loza= 516.5 Kg/m2 NTCD Tabla 6.1 Cargas v + Cargas m + 100 Kg/m2= 516.5 Kg/m2

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	analysis, areas, autocad, DETAIL, details, DWG, erdbebensicher strukturen, home, loading, seismic structures, sizing, specifications, structures, strukturen