Single Family Housing DWG Full Project for AutoCAD

Single Family Housing DWG Full Project for AutoCAD

Project;

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

kitchen-dining room, living room tv, social dining room, study, av. fernando belaunde terry, terrace, sidewalk, hall, sh, bar, hall, reception, barbecue, canal, garden, garage, entrance, column table, sub foundation, level of fill, depth of corimetre according to the level of columns, affirmed, slab, variable, height of overburden, screed, affirmed, foundation beam height, artisan brick., variable., yy: load bearing, xx: bearing, -morter, -foundation depth, -sistance of the ground in running foundation: , -number of design flats :, -structural system, -tabits, fences, foundation beams, columns and plates, footings, reinforced ovens, -concrete armed in:, stairs, cistern, slabs, beams, -steel, -cisternal , -current flows, -port columns, -breaks, -countries, -loses, -portico beams, general specifications, -columns confinement, -fence confinement, level of terrain, vc-a, vc-b, level of earthenware, n.coloured compacted, slab, step, foundation beam, planter, cimient os, coatings, technical specifications, steel:, beams, lightened, concrete :, ladder, columns, lightened

Raw text data extracted from CAD file:

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COCINA-COMEDOR \L1º NIVEL: SALA ESTAR TV COMEDOR SOCIAL ESTUDIO 5 5 5 AV. FERNANDO BELAUNDE TERRY 1 2 3 4 5 B A N.P.T. + 0.80 N.P.T. + 0.10 2a 3a 4a 5a C N.P.T. + 0.00 5 5 5 5 5 5 TERRAZA ESTAR ACERA HALL 5 S.H. 5 5 5 5 5 5 5 1 2 N.P.T. + 0.10 N.P.T. + 0.20 N.P.T. + 0.30 N.P.T. + 0.40 1 2 1 2 N.P.T. + 0.50 N.P.T. + 0.60 N.P.T. + 0.70 N.P.T. + 0.80 BAR S.H. ACERA PASILLO RECIBO 5 5 PARRILLERA 5 1 5 5 5 5 5 5 1 2 3 4 5 1 2 N.P.T. + 0.80 1a 5 5 CANAL CANAL CANAL 5 5 5 5 5 5 5 5 5 5 C1 5 5 5 5 5 5 5 N.P.T. + 0.70 N.P.T. + 0.80 N.P.T. + 0.50 JARDÍN 5 5 5 4a 5a 1 1 1 1 2 3 4 5 6 7 8 9 5 1 2 COCHERA N.P.T. + 0.00 N.P.T. + 0.00 JARDÍN B A C N.P.T. + 0.40 JARDÍN INGRESO RECIBO 5 5 5 F G H 2.975 D E 5 5 1a 6a 7a 5 A A' \LCUADRO DE ZAPATAS Z1 Z2 Z3 ESC. 1/50 Z1 Z2 Z8 CUADRO DE COLUMNAS ESC. 1/20 H H' G G' 1d1/2"@0.30 1d1/2"@0.30 5 5 5 5 5 5 5 5 5 ESC. 1/20 2Ø1/2" SOBRECIMIENTO C:H 1:8+25% PM SUB CIMIENTO CONCRETO CICLOPEO 1:10 + 30% PG Ø máx 6" \LSECCIÓN: ¨J - J¨ 2Ø1/2" 5 5Ø1/2" CONCRETO f'c = 175 kg/cm2 Nivel de Relleno 5 5 5 2Ø1/2" PROFUNDIDAD DE CIMINETO DE ACUERDO AL NIVEL DE COLUMNAS 5 NPT - 0.45 Afirmado Losa 5 5 5 5 VARIABLE ESC. 1/20 2Ø1/2" CONCRETO f'c = 210 kg/cm2 ALTURA DE SOBRECIMIENTO SOLADO 5 CONCRETO f'c = 210 kg/cm2 5 5 5 AFIRMADO 5 4@5+3@10+3@15 +R@25 cm/ Lado Ø1/4" NPT + 0.20 Nivel de Relleno Afirmado Losa Altura viga de cimentación \LDETALLE DE ZAPATAS \fSwis721 Ex BT|b0|i0|c0|p34;ARMADURA: 5 5 5 NPT + 0.20 Afirmado Losa 5 5 5 5 5 5 5 5 Ladrillo artesanal. CEMENTO:ARENA : 1:5 23cm x 13cm x 9cm VARIABLE. 2 - 3 YY : PORTANTE XX :PORTANTE qad = 0.90 kg/cm2 -MORTERO -PROFUNDIDAD DE CIMENTACIÓN -RESISTENCIA DEL SUELO EN CIMIENTO CORRIDO: -NÚMERO DE PISOS DE DISEÑO: -SISTEMA ESTRUCTURAL 5.CONSIDERACIONES SISMORRESISTENTES 200 kg/cm2 3.CIMENTACIÓN -TABIQUES, CERCOS 4.SOBRECARGAS VIGAS DE CIMENTACION COLUMNAS Y PLACAS ZAPATAS f'c=210 kg/cm2 f'c=210 kg/cm2 f'c=210 kg/cm2 SOBRECIMIENTOS REFORZADOS f'c=175 kg/cm2 -CONCRETO ARMADO EN: ESCALERAS CISTERNA LOSAS VIGAS f'c=175 kg/cm2 f'c=175 kg/cm2 f'c=175 kg/cm2 fy=4200 kg/cm2 ASTM A706 CEMENTO : HORMIGÓN :: 1 : 10 + 30% PIEDRA GRANDE 6" MÁXIMO f'c=175 kg/cm2 25% PIEDRA MEDIANA 3" MÁXIMO CEMENTO : HORMIGÓN :: 1 : 8 + -ACERO -CISTERNA -CIMIENTOS CORRIDOS -COLUMNAS PORTICO 2.MAMPOSTERÍA -SOBRECIMIENTOS -RECUBRIMIENTOS: -LOSAS -VIGAS PORTICO 1.CONCRETO ESPECIFICACIONES GENERALES 2.5 cm 4.0 cm 2.0 cm 4.0 cm 3.0 cm 3.0 cm GRADO 60 -COLUMNAS CONFINAMIENTO -VIGAS CONFINAMIENTO "C1" "C2" "C3" 5 5 R @ 0.25 a/e. 3 @ 0.15 3 @ 0.10 4 @ 0.05 \fSwis721 Ex BT|b0|i0|c0|p34; d 1/4" \fSwis721 Ex BT|b0|i0|c0|p34;ARMADURA: 6 d 1/2" C3 "C4" 5 5 R @ 0.25 a/e. 3 @ 0.15 3 @ 0.10 4 @ 0.05 d 3/8" \fSwis721 Ex BT|b0|i0|c0|p34;ARMADURA: 4 d 5/8" + 2d 1/2" 5 5 R @ 0.25 a/e. 3 @ 0.15 3 @ 0.10 4 @ 0.05 \fSwis721 Ex BT|b0|i0|c0|p34;ARMADURA: 4 d 1/2" + 2d 3/8" \fSwis721 Ex BT|b0|i0|c0|p34; d 1/4" C1 C2 Z10 Z9 Z3 Z4 Z5 Z6 Z7 5 Z11 Z12 Z13 Z14 5 5 5 5 1d1/2"@0.30 1d1/2"@0.30 Z8 Z9 Z4 Z5 Z6 Z7 5 5 1d1/2"@0.30 1d1/2"@0.30 5 5 5 5 1d1/2"@0.30 1d1/2"@0.30 1d1/2"@0.30 1d1/2"@0.30 5 5 5 5 1d1/2"@0.30 1d1/2"@0.30 1d1/2"@0.30 1d1/2"@0.30 5 5 5 5 5 5 Z10 Z11 5 5 5 5 5 5 5 Z12 Z13 Z14 1d1/2"@0.30 1d1/2"@0.30 1d1/2"@0.30 1d1/2"@0.30 1d1/2"@0.30 1d1/2"@0.30 1d1/2"@0.30 1d1/2"@0.30 1d1/2"@0.30 1d1/2"@0.30 1d1/2"@0.30 1d1/2"@0.30 1d1/2"@0.30 1d1/2"@0.30 5 NFC - 0.80 AFIRMADO CONCRETO CICLOPEO 1:10 + 30% PG Ø máx 6" 5 5 5 5 Afirmado NPT + 0.60 N. LOSA:0.07cm. 0.175 5 5 \LDETALLE DE ESCALERA ESC. 1/20 NT + 0.00 Nivel de Terreno NT + 0.0.00 Nivel de Terreno 2Ø3/8" Nivel de Relleno CONCRETO f'c = 175 kg/cm2 C4 C4 "C4" 5 5 R @ 0.25 a/e. 3 @ 0.15 3 @ 0.10 4 @ 0.05 \fSwis721 Ex BT|b0|i0|c0|p34;ARMADURA: 4 d 1/2" + 2d 3/8" \fSwis721 Ex BT|b0|i0|c0|p34; d 1/4" C5 C5 "C5" 5 5 R @ 0.25 a/e. 3 @ 0.15 3 @ 0.10 4 @ 0.05 \fSwis721 Ex BT|b0|i0|c0|p34;ARMADURA: 6 d 1/2" \fSwis721 Ex BT|b0|i0|c0|p34; d 1/4" VC-A VC-A VC-A VC-A VC-A VC-A VC-B VC-B VC-A VC-A VC-A VC-A VC-A VC-A VC-A VC-A VC-A C5 C5 C6 C6 "C6" 5 5 R @ 0.25 a/e. 3 @ 0.15 3 @ 0.10 4 @ 0.05 \fSwis721 Ex BT|b0|i0|c0|p34;ARMADURA: d 3/8" 4 d 5/8" + 2d 1/2" C5 VC-A C5 C5 C7 C7 C6 "C7" 5 5 R @ 0.25 a/e. 3 @ 0.15 3 @ 0.10 4 @ 0.05 \fSwis721 Ex BT|b0|i0|c0|p34;ARMADURA: d 3/8" 6 d 5/8" C1 C2 C3 C3 C3 C3 5 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 0.175 NPT + 3.15 NIVEL DE LOZA 5 5 TABLÓN DE MADERA EN CEDRO Ø1" TABLÓN DE MADERA EN CEDRO Ø1" TABLÓN DE MADERA EN CEDRO Ø1" TABLÓN DE MADERA EN CEDRO Ø1" 0.175 0.175 0.175 3Ø1/2" Ø1/4" 3Ø1/2" Ø1/4" 3Ø1/2" Ø1/4" 3Ø1/2" Ø1/4" 3Ø1/2" Ø1/4" 3Ø1/2" Ø1/4" 5 5 5 \LDETALLE VIGA DE ESCALERA ESC. 1/20 5 R @ 0.25 a/e. 3 @ 0.15 3 @ 0.10 3 @ 0.05 \fSwis721 Ex BT|b0|i0|c0|p34; d 1/4" \fSwis721 Ex BT|b0|i0|c0|p34;ARMADURA: 4 d 1/2"+2d3/8" R @ 0.25 a/e. 3 @ 0.15 3 @ 0.10 3 @ 0.05 \fSwis721 Ex BT|b0|i0|c0|p34; d 1/4" \fSwis721 Ex BT|b0|i0|c0|p34;ARMADURA: 4 d 1/2"+2d3/8" Ø1/2" Ø1/2" Ø1/4" PARRILLA: ARMADURA 0.15 lado x lado 5 TABLÓN DE MADERA EN CEDRO Ø1" 4.125 4.125 2 A A' 5 CONCRETO CICLOPEO 1:10 + 30% PG Ø máx 6" 5 5 5 NT + 0.00 5 AFIRMADO SOBRECIMIENTO CONCRETO CICLOPEO 1:8+25% PM 5 5 5 5 NFC - 0.50 \LDETALLE DE CIMIENTOS ESC. 1/20 \LSECCIÓN: ¨A - A'¨ A A' A A' B B' C C' 5 CONCRETO CICLOPEO 1:10 + 30% PG Ø máx 6" 5 5 5 Afirmado NPT + 0.20 N. LOSA:0.07cm. 5 5 5 5 AFIRMADO SOBRECIMIENTO CONCRETO CICLOPEO 1:8+25% PM 5 5 5 5 NFC - 0.50 N.P.T. + 0.30 5 NT + 0.00 \LSECCIÓN: ¨B - B'¨ \LSECCIÓN: ¨C - C'¨ 5 Afirmado NFC - 0.40 NPT+ 0.30. N.Relleno Compactado 5 N. LOSA:0.07cm. AFIRMADO 2Ø1/2" 5 5 5 5 2Ø1/2" CONCRETO CICLOPEO 1:10 + 30% PG Ø máx 6" SOBRECIMIENTO CONCRETO CICLOPEO 1:8+25% PM CONCRETO CICLOPEO: 210kg/cm2 5 2Ø3/8" 5 5 5 5 5 5 5 5 NT + 0.00 N.Relleno Compactado JARDÍN D D' 5 Afirmado NFC - 0.40 N.Relleno Compactado 5 N. LOSA:0.07cm. AFIRMADO 2Ø1/2" 5 5 5 5 2Ø1/2" CONCRETO CICLOPEO 1:10 + 30% PG Ø máx 6" SOBRECIMIENTO CONCRETO CICLOPEO 1:8+25% PM CONCRETO CICLOPEO: 210kg/cm2 5 2Ø3/8" 5 5 5 5 5 5 5 5 NT + 0.00 N.Relleno Compactado \LSECCIÓN: ¨D - D'¨ NPT+ 0.50 Afirmado N. LOSA:0.07cm. NPT+ 0.60 5 5 5 E E' 5 5 NFC - 0.50 5 5 5 5 AFIRMADO CONCRETO CICLOPEO 1:10 + 30% PG Ø máx 6" 5 SOBRECIMIENTO CONCRETO CICLOPEO 1:8+25% PM Afirmado NPT + 0.30 N. LOSA:0.07cm. 5 \LSECCIÓN: ¨E - E¨ 5 5 Afirmado NPT + 0.40 N. LOSA:0.07cm. 5 5 5 5 5 E E' F' F F F' 5 5 NFC - 0.50 5 5 5 5 AFIRMADO CONCRETO CICLOPEO 1:10 + 30% PG Ø máx 6" 5 SOBRECIMIENTO CONCRETO CICLOPEO 1:8+25% PM NPT + 0.30 5 5 5 Afirmado NPT + 0.50 N. LOSA:0.07cm. 5 5 5 5 5 \LSECCIÓN: ¨F - F¨ N.Relleno Compactado N.Relleno Compactado N.Relleno Compactado N.Relleno Compactado 5 Afirmado NFC - 0.40 NPT+ 0.60 N.Relleno Compactado 5 N. LOSA:0.07cm. AFIRMADO 2Ø1/2" 5 5 5 5 2Ø1/2" CONCRETO CICLOPEO 1:10 + 30% PG Ø máx 6" SOBRECIMIENTO CONCRETO CICLOPEO 1:8+25% PM CONCRETO CICLOPEO: 210kg/cm2 5 2Ø3/8" 5 5 5 5 5 5 5 NT + 0.00 N.Relleno Compactado \LSECCIÓN: ¨G - G¨ Afirmado NPT+ 0.60 N. LOSA:0.07cm. 5 \LSECCIÓN: ¨H - H¨ 5 Afirmado NFC - 0.40 NPT+ 0.80 N.Relleno Compactado 5 N. LOSA:0.07cm. AFIRMADO 2Ø1/2" 5 5 5 5 2Ø1/2" CONCRETO CICLOPEO 1:10 + 30% PG Ø máx 6" SOBRECIMIENTO CONCRETO CICLOPEO 1:8+25% PM CONCRETO CICLOPEO: 210kg/cm2 5 2Ø3/8" 5 5 5 5 5 5 5 NT + 0.00 N.Relleno Compactado JARDÍN N.Relleno Compactado 5 I I' \LSECCIÓN: ¨I - I¨ 5 Afirmado NFC - 0.40 NPT+ 0.70 N.Relleno Compactado 5 N. LOSA:0.07cm. AFIRMADO 2Ø1/2" 5 5 5 5 2Ø1/2" CONCRETO CICLOPEO 1:10 + 30% PG Ø máx 6" SOBRECIMIENTO CONCRETO CICLOPEO 1:8+25% PM CONCRETO CICLOPEO: 210kg/cm2 5 2Ø3/8" 5 5 5 5 5 5 5 NT + 0.00 N.Relleno Compactado N.Relleno Compactado 5 Afirmado NPT+ 0.80 N. LOSA:0.07cm. J J' 5 \LSECCIÓN: ¨J - J¨ Afirmado NPT+ 0.80 N.Relleno Compactado N. LOSA:0.07cm. 2Ø1/2" 5 5 2Ø1/2" CONCRETO CICLOPEO: 210kg/cm2 2Ø3/8" 5 5 5 5 5 NT + 0.00 Afirmado NPT+ 0.60 N. LOSA:0.07cm. C8 "C8" 5 5 R @ 0.25 a/e. 3 @ 0.15 3 @ 0.10 4 @ 0.05 \fSwis721 Ex BT|b0|i0|c0|p34;ARMADURA: d 1/4" 4 d 3/8" N. LOSA:0.07cm. NPT+ 0.70 CONCRETO f'c = 210 kg/cm2 2Ø1/2" Afirmado Losa NPT +0.60 Nivel de Relleno ALTURA DE SOBRECIMIENTO 2Ø3/8" N.L. + 3.15 LOSA LOSA 2Ø1/2" 3@5+3@10+3@15 +R@25 cm/ Lado Ø1/4" \fSwis721 Ex BT|b0|i0|c0|p34;ARMADURA: 4 d 5/8" + 2d 1/2" 5 5 5 5 5 Altura viga de cimentación 5 5 5 5 5 Afirmado SOLADO N.Relleno Compactado N.Relleno Compactado 5 5 5 5 5 5 5 5 PASO R @ 0.25 a/e. 3 @ 0.15 3 @ 0.10 4 @ 0.05 \fSwis721 Ex BT|b0|i0|c0|p34;ARMADURA: d 1/4" 4 d 3/8" 5 CONCRETO CICLOPEO 1:10 + 30% PG Ø máx 6" 5 5 5 5 AFIRMADO SOBRECIMIENTO CONCRETO CICLOPEO 1:8+25% PM 5 5 5 5 NFC - 0.50 5 \LSECCIÓN: ¨K - K¨ VIGA DE CIMENTACIÓN CONCRETO CICLOPEO 1:10 + 30% PG Ø máx 6" K K' Afirmado NPT+ 0.70 N. LOSA:0.07cm. N.Relleno Compactado "C8" 5 5 CONCRETO CICLOPEO 1:10 + 30% PG Ø máx 6" 5 5 5 5 AFIRMADO SOBRECIMIENTO CONCRETO CICLOPEO 1:8+25% PM 5 5 5 5 NFC - 0.50 5 \LSECCIÓN: ¨L - L¨ N.Relleno Compactado 2Ø1/2" 5 5 2Ø1/2" CONCRETO CICLOPEO: 210kg/cm2 2Ø3/8" NT + 0.00 VIGA DE CIMENTACIÓN 5 5 5 5 VARIABLE ESC. 1/20 2Ø1/2" CONCRETO f'c = 210 kg/cm2 ALTURA DE SOBRECIMIENTO SOLADO 5 CONCRETO f'c = 210 kg/cm2 5 5 5 AFIRMADO 5 4@5+3@10+3@15 +R@25 cm/ Lado Ø1/4" NPT + 0.20 Nivel de Relleno Afirmado Losa Altura viga de cimentación \LDETALLE DE ZAPATAS \fSwis721 Ex BT|b0|i0|c0|p34;ARMADURA: 5 5 5 NPT + 0.20 Afirmado Losa 5 5 5 5 5 5 5 5 NT + 0.00 Nivel de Terreno NT + 0.0.00 Nivel de Terreno 2Ø3/8" Nivel de Relleno CONCRETO f'c = 175 kg/cm2 NT + 0.00 ESC. 1/20 \LDETALLE DE COLUMNA 5 VARIABLE SOLADO AFIRMADO 5 5 CONCRETO f'c = 175 kg/cm2 5 5 5 5 5 5 5 5 R @ 0.25 a/e. 3 @ 0.15 3 @ 0.10 4 @ 0.05 \fSwis721 Ex BT|b0|i0|c0|p34;ARMADURA: 4 d 1/2" + 2d 3/8" \fSwis721 Ex BT|b0|i0|c0|p34; d 1/4" C1 JARDINERA JARDINERA JARDINERA JARDINERA JARDINERA JARDINERA 5 5 5 5 5 CIMIENTOS 5 \LV - 102 \LV - 101 5 5 LOSA 5 5 \LV - 100 \LDETALLES DE VIGAS \fSwis721 Ex BT|b1|i0|c0|p34;ESCALA : 1/20 3d1/2" 3d1/2" Estribos: d 1/4" , 3 @ 0.05, 3 @ 0.10, 3 @ 0.15, R. @ 0.20 a/e. 5 5 5 5 5 5 5 5 \fSwis721 Ex BT|b1|i0|c0|p34;DETALLE DE TECHO ALIGERADO Escala:1/10 Fierro de temperatura d1/4, A 0.40 ambos lados Fierro de temperatura d1/4, A 0.40 ambos lados Fierro de temperatura d1/4, A 0.40 ambos lados Fierro de temperatura d1/4, A 0.40 ambos lados Vigas chatas : 2.5 cm Vigas P : 4.0cm Columnas :3.0 cm RECUBRIMIENTOS ESPECIFICACIONES TECNICAS GRADO 60: f'y= 4,200 kg/cm2 ACERO: Vigas Aligerado CONCRETO: f'c=175 kg/cm2 Escalera f'c=210 kg/cm2 Columnas 5 5 \L2º NIVEL: 5 5 5 \LDETALLE DE ALERO listones - madera a 0.25 d 2" x 1 1/2" V100 V101 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ 5 V100 V101 V101 VA-01 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ 5 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 5 5 5 5 5 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ 5 5 5 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ VA-01 VA-01 VA-02 5 5 5 VA-02 VA-02 VA-02 VA-02 VA-02 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ 5 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ 5 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ 5 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ 5 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ 5 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ 5 V102 V102 5 5 V103 V103 V104 V107 V103 V103 VA-01 5 5 5 5 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 5 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 5 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 5 5 5 5 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 5 5 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 5 5 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 5 5 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ d3/8¨ 1 d3/8¨ 5 5 5 VA-02 V100 V101 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ 5 V100 V101 V101 VA-01 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ 5 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 5 5 5 5 5 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ 5 5 5 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ VA-01 VA-01 VA-02 5 5 5 VA-02 VA-02 VA-02 VA-02 VA-02 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ 5 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ 5 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ 5 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ 5 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ 5 \fSwis721 Ex BT|b0|i0|c0|p34;1 d1/2¨ 5 V102 V102 5 5 V103 V103 V104 V107 V103 V103 VA-01 5 5 5 5 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 5 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 5 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 5 5 5 5 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 5 5 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 5 5 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 5 5 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ d3/8¨ 1 d3/8¨ 5 5 5 VA-02 \L1º NIVEL: d1/2¨ d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ 2 d1/2¨ V105 V105 VA-02 \L3º NIVEL: 2 d1/2¨ 2 d1/2¨ 1 d3/8¨ 5 1 d3/8¨ V106 \LDETALLE LOZA ESCALA : 1/50 SDDETALLE DE ALERO SOBRE EL TECHO A 0.85m. DE ALTURA \LV - 106 CONCRETO Fc=210kg/cm2 2d1/2" Estribos: d 1/4" , 3 @ 0.05, 3 @ 0.10, 3 @ 0.15, R. @ 0.20 a/e. 5 5 5 5 5 5 2d1/2" ESCALA : 1/20 A B C A B C 5 5 LOSA 5 5 3d1/2" 4d1/2" Estribos: d 1/4" , 3 @ 0.05, 3 @ 0.10, 3 @ 0.15, R. @ 0.20 a/e. 5 5 LOSA 5 5 2d1/2" 5 5 LOSA 5 5 \LVA-01 2d1/2" Estribos: d 1/4" , 3 @ 0.05, 3 @ 0.10, 3 @ 0.15, R. @ 0.20 a/e. 3d3/4" 2d5/8" 2d3/4" 3d5/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LV - 103 5 5 5 5 LOSA 5 2d5/8" 3d5/8" Estribos: d 3/8" , 3 @ 0.05, 3 @ 0.10, 3 @ 0.15, R. @ 0.20 a/e. Estribos: d 3/8" , 3 @ 0.05, 3 @ 0.10, 3 @ 0.15, R. @ 0.20 a/e. 3d1/2" \LV - 104 5 5 5 5 LOSA 5 2d3/4" Estribos: d 3/8" , 3 @ 0.05, 3 @ 0.10, 3 @ 0.15, R. @ 0.20 a/e. 5 2d5/8" 3d3/4" 2d5/8" 5 5 LOSA 5 5 3d1/2" 2d1/2" Estribos: d 1/4" , 3 @ 0.05, 3 @ 0.10, 3 @ 0.15, R. @ 0.20 a/e. \LVA-02 \LV - 105 5 5 LOSA 5 5 3d1/2" 2d3/4" 1d5/8" Estribos: d 3/8" , 3 @ 0.05, 3 @ 0.10, 3 @ 0.15, R. @ 0.20 a/e. 5 5 \LV - 103 5 \LV - 107 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3d3/4" 5 Estribos: d 1/4" , 3 @ 0.05, 3 @ 0.10, 3 @ 0.15, R. @ 0.20 a/e. \LV - 104 Estribos: d 1/4" , 3 @ 0.05, 3 @ 0.10, 3 @ 0.15, R. @ 0.20 a/e. \LV - 107 5 \LV - 103 Estribos: d 3/8" , 3 @ 0.05, 3 @ 0.10, 3 @ 0.15, R. @ 0.20 a/e. Estribos: d 3/8" , 3 @ 0.05, 3 @ 0.10, 3 @ 0.15, R. @ 0.20 a/e. \LDETALLES DE VIGAS \fSwis721 Ex BT|b1|i0|c0|p34;ESCALA : 1/20 5 5 5 5 LOSA 5 2d3/4" 4d5/8" Estribos: d 3/8" , 3 @ 0.05, 3 @ 0.10, 3 @ 0.15, R. @ 0.20 a/e. 2d5/8" 2d5/8"+1d1/2" 2d1/2" 2d1/2" 2d5/8"+1d1/2" 2d5/8"+1d1/2" 2d5/8"+1d1/2" 2d5/8"+1d1/2" 2d5/8"+1d1/2" 2d1/2" 2d1/2" 2d5/8" 1d5/8" 2d5/8" 2d5/8" 2d5/8" 1d5/8" 2d5/8" 3d3/4" 3d3/4" 2d3/4" 2d5/8" 2d3/4" 2d3/4" 2d5/8" 2d5/8" 2d5/8" 2d5/8" f'c=210 kg/cm2 f'c=210 kg/cm2 5 5 5 5 5 5 1 d3/8¨ 1 d3/8¨ VA-02 VA-02 5 5 LOSA 5 5 3d1/2" 3d1/2" Estribos: d 1/4" , 3 @ 0.05, 3 @ 0.10, 3 @ 0.15, R. @ 0.20 a/e. \LVA-03 VA-02 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ VA-03 VA-03 VA-02 VA-02 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ 1 d3/8¨ VA-02 VA-02 VA-02 VA-02 VA-02 VA-02 1 d3/8¨ 1 d3/8¨ ESCALA : 1/50 ALIGERADOS

Language	Spanish
Drawing Type	Full Project
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park, Garage
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, dwelling unit, DWG, Family, full, haus, house, Housing, logement, maison, Project, residên, residence, single, unidade de moradia, villa, wohnung, wohnung einheit