Structure Earthquake-Resistant Housing Plan DWG Detail for AutoCAD

Multifamily housing structures – Plant Structures – Detail Stairs – Foundations Detail

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

technical specifications, concrete cyclopean, concrete, insulated shoes, running shoes, retaining walls, walls, false shoe, shoe sole, coatings, shoe emptied on floor, shoe emptied on land, steel, tank, elevated tank and ladder, columns and wall beams, continuous foundation, overburden, columns, banked beams, flat beams, lightened, solid slabs, elevated tank, overloads, will be made with clay bricks from the area, masonry, – constructive process: the masonry walls will be built according to the details indicated in the corresponding sheets, – they are built after emptying the beams and columns, dimension, detailed, hook, diameter, folding box, reinforcement, stripping, reinforcements ………. ………………………… – should not be welded., additional, additional, specified, see table, stirrups according to table of projected columns, central armed footing, flooring, column, fal So floor, at each end, dim. of stirrups and hooks, details of anchors, columns in the last roof, cut to-a ‘, plant, inspection, mailbox, tank tank detail, projected columns, cut aa, cut cc, cut bb, cut dd, cut ee , foundation, detail of foundations, detail of footings, first section, foundation, second section, first floor, staircase, detail of, rest, second floor, fifth section, fourth section, third floor, roof, light well, column table , type, abutments, cant., dimension, armor, ax, grill, shoebox, slab, entry, stair detail, garage, reception room, shv, free area, shm, bar, sidewalk, main access, tank, cistern, foundation – multifamily block, multifamily housing, project :, structures – foundations, plan :, indicated, esc :, date :, huancan, place :, …………….. …………………………………………., owner :, cad, dis :, made by :, revised :, lamina:

Raw text data extracted from CAD file:

ESPECIFICACIONES TECNICAS CONCRETO CICLOPEO CONCRETO ZAPATAS AISLADAS, ZAPATAS CORRIDAS, MUROS DE CONTENCION, MUROS DE CORTE (PLACAS), VIGAS, LOSAS ALIGERADAS, LOSAS MACIZAS, FALSA ZAPATA SOLADO DE ZAPATA 1 : 12 + 30% PG. 6″ max. 1 : 12 + 25% PM. 3″ max. e=10 cm RECUBRIMIENTOS ZAPATA VACIADO SOBRE SOLADO ZAPATA VACIADO SOBRE TIERRA MURO DE CONTENCION y/o MUROS DE CORTE EN CONTACTO CON EL SUELO ACERO Fy = 4200 kg/cm2 Capacidad Portante del Terreno = 2.5 kg / cm2 CISTERNA, TANQUE ELEVADO Y ESCALERA COLUMNETAS Y VIGAS DE TABIQUERIA CIMIENTO CORRIDO SOBRECIMIENTO 1 : 10 + 30% PG. 6″ max. 1 : 8 + 25% PM. 3″ max. MURO DE CONTENCION y/o MUROS DE CORTE PROTEGIDO POR REVESTIMIENTO COLUMNAS VIGAS PERALTADAS VIGAS CHATAS ALIGERADOS, LOSAS MACIZAS, TANQUE ELEVADO 7.5 cm 5.0 cm 4.0 cm 2.0 cm 4.0 cm 4.0 cm 2.0 cm 2.0 cm f’c = 210 kg/cm2 f’c = 125 kg/cm2 SOBRECARGAS VIVIENDA = 200 kg/m2 AZOTEA = 100 kg/m2 CORREDORES Y ESCALERA = 200 kg/m2 MORTERO 1:5 C:H SE REALIZARA CON LADRILLOS K.K DE ARCILLA DE LA ZONA ALBAÑILERIA ESPESOR DE JUNTAS: e = 1.5 cm (maximo) – PROCESO CONSTRUCTIVO: LOS MUROS DE ALBAÑILERIA SE CONSTRUIRAN SEGUN LOS DETALLES INDICADOS EN LAS LAMINAS CORRESPONDIENTES – SE CONTRUYEN DESPUES DE VACIAR LOS TECHOS VIGAS Y COLUMNAS . . . D D -17.69227539146357 b 6d A o´G d b 90º DIMENCION DETALLADA DETALLADA DIMENCION 135º b d H 6d ó6cm. mim. b D D A o´G GANCHO -17.69227539146357 -17.69227539146357 GANCHO A o´G D D b 10d ó 6.5 cm. mim. H d b 135º (sismico) DIMENCION DETALLADA Aprox. M (cm) 6.4 7.6 9.5 11.4 GANCHO 135º 19.7 30.5 3/4 ” 11.4 14.0 11.4 10.2 5.1 6.4 3.8 1/2 ” 5/8 ” 3/8 ” 11.4 15.2 10.2 DIAMETRO GANCHO 90º D (cm) A o´d (cm.) A o´d (cm.) H A o´d (cm.) D (cm) GANCHO 135º DIAMETRO 12.7 20.3 16.5 3/8 ” 5/8 ” 1/2 ” 3.8 6.4 5.1 8.9 11.4 14.0 11.4 3/4 ” 27.3 16.5 CUADRO PARA DOBLEZ 10.00 L (cm.) D (cm.) 1/4 ” 4.00 DE ARMADURA 15.00 3/8 ” 6.00 DIAMETRO 5/8 ” 25.00 10.00 20.00 1/2 ” 8.00 Columnas ………………………………… 24 horas mìnimo. DESENCOFRADO Zapataz Zc y cimiento corrido ( c/c ) Monoliticamente. Armaduras …………………………………. – no deben soldarse. Lateral de vigas y losas …………………………. 24 horas mìnimo Fondo de vigas y losa alig. …………………… 20 dias mìnimo adicional adicionales especificado (ver cuadro de zapatas) ver cuadro especificado (ver cuadro de zapatas) ver cuadro ESTRIBOS DE ACUERDO A TABLA DE COLUMNAS PROYECTADAS ZAPATA ARMADA PERIMETRAL 1 ZAPATA ARMADA CENTRICA B A \A1;H \A1;h SOLADO b(ver cuadro) 0.10 A B \A1;H 0.10 b(ver cuadro) \A1;h 0.25 COLUMNA 0.25 m m m m especificado (ver cuadro de zapatas) ver cuadro ZAPATA ARMADA PERIMETRAL 2 A B \A1;H 0.10 \A1;0.10 b(ver cuadro) \A1;h \A1;variable N.P.T + 0.00 0.25 m m SOLADO \A1;0.10 \A1;variable N.P.T + 0.00 \A1;0.10 \A1;variable N.P.T + 0.00 COLUMNA N.P.T + 0.00 FALSO PISO FALSO PISO FALSO PISO \A1;B \A1;b(ver cuadro) \A1;B \A1;b(ver cuadro) \A1;0.25 \A1;0.25 \A1;m \A1;m \A1;m \A1;m \A1;B \A1;b(ver cuadro) \A1;0.25 \A1;m \A1;m \A1;.20 \A1;.15 -7.339186685293271 1 Ø 1/2″ 1 Ø 1/2″ Ø 3/8″ 1 @ 0.05 Rto @ 0.15 EN CADA EXTREMO -7.339186685293271 0.15 0.0499999999998181 0.1 0.3 0.1 0.3 0.1 0.4 0.4 0.1999999999998181 \A1;.20 \A1;.15 \A1;.05 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.10 \A1;.40 \A1;.40 DIM. DE ESTRIBOS Y GANCHOS DETALLES DE ANCLAJES DE COLUMNAS EN ULTIMO TECHO CORTE A-A’ PLANTA Ø3/8″ @.15 Ø3/8″ @.15 Ø3/8″ @.15 Ø3/8″ @.15 Ø3/8″ @.15 Ø3/8″ @.15 d 3/8″ @.15 d 3/8″ @.15 d 3/8″ @.15 d 3/8″ @.15 0.60 x 0.60 INSPECCION BUZON DE 0.1500000000000909 2.041505705048905 0.1499999999999773 2.341505705048974 0.1499999999998636 0.1500000000000909 0.1499999999999773 1.2 0.1499999999999773 1.499999999999954 0.1500000000000909 0.0750000000002728 0.599999999999909 0.1499999999998636 1.400000000000046 0.4249999999999092 A’ A 1.100000000000091 DETALLE DE TANQUE CISTERNA ESCALA : 1/25 5 5 \A1;1.50 \A1;.15 \A1;2.04 \A1;.15 \A1;2.34 \A1;.15 \A1;.15 \A1;.15 \A1;1.20 \A1;.15 \A1;.15 \A1;.08 \A1;.60 \A1;.15 \A1;1.40 \A1;.43 \A1;1.10 \A1;1.10 \A1;1.40 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.15 COLUMNAS PROYECTADAS 0.1022706289189728 4 Ø 1/2″ CA C-3 C-1 4 d 1/2″ 0.1022706289189728 0.1022706289189728 4 Ø 5/8″ 2 Ø 1/2″ C-2 4 d 5/8″ 2 d 1/2″ 0.1022706289189728 0.1022706289189728 6 Ø 1/2″ 6 d 1/2″ 0.1022706289189728 0.1022706289189728 6 Ø 5/8″ 6 d 5/8″ 0.1022706289189728 0.25 5 N.P.T.= 0.175 0.699961290508509 0.2999999998137355 0.1000000005587935 0.2000000001862643 1.3000014571473 N.F.C.= – 0.90 CORTE a-a ESCALA : 1/25 CORTE c-c ESCALA : 1/25 0.25 5 N.P.T.= 0.175 0.699961290508509 0.2999999998137355 0.1000000005587935 0.2000000001862643 1.3000014571473 N.F.C.= – 0.90 CORTE b-b ESCALA : 1/25 5 0.1500000000523869 0.6999605622142556 0.2000000001862645 0.1000000005587935 0.1999999992549417 1.199960562214256 CORTE d-d ESCALA : 1/25 N.P.T.= 0.175 N.F.C.= – 0.80 5 0.6999605622142554 0.2000007284805179 0.0999992722645402 0.1999618383124471 1.199922401271761 CORTE e-e ESCALA : 1/25 N.P.T.= 0.175 N.F.C.= – 0.80 0.1500000000523869 5 0.6999605622142555 0.2000007284805179 0.0999992722645402 0.9999605629593136 N.P.T.= 0.175 N.F.C.= – 0.80 SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25% P.M. CIMIENTO Concreto Ciclopeo 1:10 + 30% P.M. CIMIENTO Concreto Ciclopeo 1:10 + 30% P.M. CIMIENTO Concreto Ciclopeo 1:10 + 30% P.M. CIMIENTO Concreto Ciclopeo 1:10 + 30% P.M. SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25% P.M. SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25% P.M. SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25% P.M. \A1;.250 \A1;.700 \A1;.300 \A1;.100 \A1;.200 \A1;1.300 \A1;.250 \A1;.700 \A1;.300 \A1;.100 \A1;.200 \A1;1.300 \A1;.150 \A1;.700 \A1;.200 \A1;.100 \A1;.200 \A1;1.200 \A1;.400 \A1;.700 \A1;.200 \A1;.100 \A1;.200 \A1;1.200 \A1;.150 \A1;.400 \A1;.700 \A1;.200 \A1;.100 \A1;1.000 \A1;.500 \A1;.500 \A1;.400 DETALLE DE CIMIENTOS ESCALA : 1/25 DETALLE DE ZAPATAS ESCALA : 1/25 0.10 0.70 0.40 0.25 0.25 0.80 0.80 0.25 0.18 0.30 0.90 0.90 0.25 0.30 0.20 0.25 1.20 1.20 0.20 0.25 0.25 0.18 0.25 0.25 0.18 0.80 0.30 0.80 0.20 0.25 0.25 1.20 0.80 0.30 0.80 0.30 0.20 0.25 0.25 1.20 0.25 0.18 0.80 0.30 0.80 0.20 0.25 1.20 0.20 0.25 1.20 0.80 0.30 0.80 0.30 0.25 0.25 69.08073779492906 69.08073779492906 69.08073779492906 Ø1/2”@.20 Ø3/8”@.25 Ø1/2”@.20 69.08073779492906 69.08073779492906 e=0.15 69.08073779492906 69.08073779492906 PRIMER TRAMO 69.08073779492906 69.08073779492906 69.08073779492906 CIMENTACION 69.08073779492906 VE 69.08073779492906 69.08073779492906 69.08073779492906 69.08073779492906 69.08073779492906 69.08073779492906 Ø1/2”@.20 e=0.15 Ø3/8”@.25 Ø1/2”@.20 SEGUNDO TRAMO 69.08073779492906 69.08073779492906 69.08073779492906 VE 69.08073779492906 69.08073779492906 PRIMER PISO ESCALERA ESCALA : 1/25 DETALLE DE 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 9 DESCANSO DESCANSO 69.08073779492906 SEGUNDO PISO 69.08073779492906 69.08073779492906 69.08073779492906 e=0.15 Ø3/8”@.25 Ø1/2”@.20 Ø1/2”@.20 69.08073779492906 69.08073779492906 QUINTO TRAMO SEGUNDO PISO 69.08073779492906 69.08073779492906 VE 69.08073779492906 69.08073779492906 DESCANSO 18 19 20 21 22 23 24 25 69.08073779492906 69.08073779492906 69.08073779492906 69.08073779492906 e=0.15 Ø3/8”@.25 Ø1/2”@.20 Ø1/2”@.20 CUARTO TRAMO 69.08073779492906 69.08073779492906 VE 69.08073779492906 69.08073779492906 TERCER PISO DESCANSO 26 25 27 28 29 30 31 32 69.08073779492906 69.08073779492906 69.08073779492906 e=0.15 Ø3/8”@.25 Ø1/2”@.20 Ø1/2”@.20 69.08073779492906 69.08073779492906 QUINTO TRAMO TERCER PISO 69.08073779492906 69.08073779492906 VE 69.08073779492906 69.08073779492906 DESCANSO 33 34 35 36 37 38 39 40 69.08073779492906 69.08073779492906 69.08073779492906 69.08073779492906 e=0.15 Ø3/8”@.25 Ø1/2”@.20 Ø1/2”@.20 CUARTO TRAMO 69.08073779492906 69.08073779492906 VE 69.08073779492906 69.08073779492906 AZOTEA DESCANSO 41 40 42 43 44 45 46 47 \A1;1.400 \A1;.700 \A1;1.200 \A1;.600 \A1;1.200 \A1;.600 \A1;1.700 \A1;1.200 \A1;.600 \A1;1.200 \A1;.600 \A1;1.400 \A1;.700 1 2 3 4 5 18.80406028349887 18.80406028349887 18.80406028349887 18.80406028349887 18.80406028349887 18.80406028349887 18.80406028349887 18.80406028349887 18.80406028349887 18.80406028349887 18.80406028349887 Ø 3/8″ 1 @ 0.05, 3@ 0.10,3@ 0.15, Rto @ 0.20 Ø 3/8″ 1 @ 0.05, 3@ 0.10,3@ 0.15, Rto @ 0.20 Ø 3/8″ 1 @ 0.05, 3@ 0.10,3@ 0.15, Rto @ 0.20 VCH – 100 A 400 VCH – 100 A 400 VCH – 100 A 400 VCH – 100 A 400 3 3 2 2 1 1 Ø 3/8″ 1 @ 0.05, 3@ 0.10,3@ 0.15, Rto @ 0.20 18.80406028349887 18.80406028349887 3 3 3 3 2 2 1 1 2 2 1 1 2 Ø 5/8″ 2 Ø 1/2″ 2 Ø 5/8″ 1 Ø 1/2″ 2 Ø 1/2″ 2 Ø 5/8″ 2 Ø 5/8″ 2 Ø 5/8″ 2 Ø 5/8″ 2 Ø 5/8″ 2 Ø 5/8″ 2 Ø 1/2″ 2 Ø 1/2″ 2 Ø 1/2″ 2 Ø 1/2″ 2 Ø 1/2″ 1 Ø 1/2″ 1 Ø 1/2″ 1 1 POZO DE LUZ DV- 100 A 400 3′ VCH – 100 A 400 \A1;1.400 \A1;.700 \A1;1.200 \A1;.600 \A1;1.200 \A1;.600 \A1;1.200 \A1;.600 \A1;1.200 \A1;.600 \A1;1.200 \A1;.600 \A1;1.200 \A1;.600 \A1;1.400 \A1;.700 1 2 3 4 5 23.42884959081402 23.42884959081402 23.42884959081402 23.42884959081402 23.42884959081402 23.42884959081402 23.42884959081402 23.42884959081402 23.42884959081402 23.42884959081402 23.42884959081402 23.42884959081402 23.42884959081402 23.42884959081402 Ø 3/8″ 1 @ 0.05, 3@ 0.10,3@ 0.15, Rto @ 0.20 Ø 3/8″ 1 @ 0.05, 3@ 0.10,3@ 0.15, Rto @ 0.20 VCH – 100 A 400 VCH – 100 A 400 VCH – 100 A 400 VCH – 100 A 400 3 3 2 2 1 1 Ø 3/8″ 1 @ 0.05, 3@ 0.10,3@ 0.15, Rto @ 0.20 23.42884959081402 23.42884959081402 3 3 3 3 3 3 2 2 1 1 2 2 1 1 2 2 1 1 2 Ø 5/8″ 2 Ø 1/2″ 2 Ø 5/8″ 1 Ø 1/2″ 2 Ø 1/2″ 2 Ø 5/8″ 2 Ø 5/8″ 2 Ø 5/8″ 2 Ø 5/8″ 2 Ø 5/8″ 2 Ø 5/8″ 2 Ø 1/2″ 2 Ø 1/2″ 2 Ø 1/2″ 2 Ø 1/2″ 2 Ø 1/2″ 2 Ø 1/2″ 1 Ø 1/2″ 1 Ø 1/2″ 1 Ø 1/2″ VCH – 100 A 400 Ø 3/8″ 1 @ 0.05, 3@ 0.10,3@ 0.15, Rto @ 0.20 DV- 100 A 400 \A1;1.200 \A1;.600 \A1;1.200 \A1;.600 \A1;1.200 \A1;.600 \A1;1.200 \A1;.600 \A1;1.200 \A1;.600 \A1;1.200 \A1;.600 2 3 4 5 27.24427495093039 27.24427495093039 27.24427495093039 27.24427495093039 27.24427495093039 27.24427495093039 27.24427495093039 27.24427495093039 27.24427495093039 27.24427495093039 27.24427495093039 27.24427495093039 Ø 3/8″ 1 @ 0.05, 3@ 0.10,3@ 0.15, Rto @ 0.20 Ø 3/8″ 1 @ 0.05, 3@ 0.10,3@ 0.15, Rto @ 0.20 VCH – 100 A 400 VCH – 100 A 400 VCH – 100 A 400 VCH – 100 A 400 Ø 3/8″ 1 @ 0.05, 3@ 0.10,3@ 0.15, Rto @ 0.20 3 3 3 3 3 3 2 2 1 1 2 2 1 1 2 2 1 1 2 Ø 5/8″ 2 Ø 5/8″ 2 Ø 5/8″ 2 Ø 5/8″ 2 Ø 5/8″ 2 Ø 5/8″ 2 Ø 1/2″ 2 Ø 1/2″ 2 Ø 1/2″ 2 Ø 1/2″ 2 Ø 1/2″ 2 Ø 1/2″ 1 Ø 1/2″ 1 Ø 1/2″ 1 Ø 1/2″ DV- 100 A 400 \A1;1.200 \A1;.600 \A1;1.200 \A1;.600 \A1;1.000 \A1;.500 \A1;1.000 \A1;.500 \A1;.600 A 22.14690136976958 22.14690136976958 22.14690136976958 22.14690136976958 VP – 100 A 300 B VP – 100 A 300 22.14690136976958 22.14690136976958 22.14690136976958 C VP – 100 A 300 22.14690136976958 Ø 3/8″ 1 @ 0.05, 3@ 0.10,3@ 0.15, Rto @ 0.20 Ø 3/8″ 1 @ 0.05, 3@ 0.10,3@ 0.15, Rto @ 0.20 6 6 22.14690136976958 5 5 4 4 2 Ø 1/2″ 2 Ø 1/2″ 2 Ø 3/8″ 1 Ø 3/8″ 6 6 2 Ø 3/8″ 5 5 4 4 2 Ø 1/2″ 2 Ø 1/2″ 2 Ø 3/8″ 2 Ø 3/8″ 1 Ø 3/8″ \A1;1.200 \A1;.600 \A1;1.200 \A1;.600 \A1;.600 A 24.60658426255839 24.60658426255839 24.60658426255839 24.60658426255839 VP – 100 A 300 B VP – 100 A 300 Ø 3/8″ 1 @ 0.05, 3@ 0.10,3@ 0.15, Rto @ 0.20 6 6 24.60658426255839 5 5 4 4 2 Ø 1/2″ 2 Ø 1/2″ 2 Ø 3/8″ 1 Ø 3/8″ 2 Ø 3/8″ DV- 100 A 400 CUADRO DE COLUMNAS TIPO ESTRIBOS CANT. DIMENSION ARMADURA C2 C3 0.25 x 0.25 07 04 d 3/8″, 1 @ 0.05, 3 @ 0.10, 4 @ 0.15, Rto. 0.20 d 3/8″, 1 @ 0.05, 3 @ 0.10, 4 @ 0.15, Rto. 0.20 0.25 x 0.25 CA 06 d 3/8″, 1 @ 0.05, 3 @ 0.10, 4 @ 0.15, Rto. 0.20 0.25 x 0.25 6 d 1/2″ 4 d 1/2″ C1 0.25 x 0.25 03 d 3/8″, 1 @ 0.05, 3 @ 0.10, 4 @ 0.15, Rto. 0.20 6 d 5/8″ 4 d 5/8″ + 2 d 1/2″ TIPO Z-2 A x B H PARRILLA h CUADRO DE ZAPATAS Ø1/2″@0.15 ambos sentidos Z-1 1.35 x 1.35 1.30 0.80 Ø1/2″@0.15 ambos sentidos 1.20 1.20 x 1.20 0.70 \A1;.40 \A1;.25 SECC: 1-1 -16.96625038903971 -16.96625038903971 ESCALA : 1/10 2 Ø 5/8″ 2 Ø 5/8″ 2 Ø 1/2″ \A1;.40 \A1;.25 SECC: 2-2 -15.04180469242061 -15.04180469242061 ESCALA : 1/10 2 Ø 5/8″ 2 Ø 5/8″ 2 Ø 1/2″ 1 Ø 1/2″ SECC: 3-3 5 0.4000000000002037 ESCALA : 1/10 2 Ø 5/8″ 2 Ø 5/8″ 1 Ø 1/2″ \A1;.40 \A1;.25 SECC: 4-4 5 0.200000000000205 ESCALA : 1/10 2 Ø 1/2″ 2 Ø 1/2″ 2 Ø 3/8″ SECC: 5-5 5 0.200000000000205 ESCALA : 1/10 2 Ø 1/2″ 2 Ø 1/2″ 2 Ø 3/8″ 1 Ø 3/8″ SECC: 6-6 5 0.2000000000002041 ESCALA : 1/10 2 Ø 1/2″ 2 Ø 1/2″ 1 Ø 3/8″ \A1;.20 \A1;.25 \A1;.20 \A1;.25 \A1;.20 \A1;.25 \A1;.20 \A1;.25 SECC: 7-7 -7.01958045809954 -7.01958045809954 ESCALA : 1/10 2 Ø 1/2″ 2 Ø 1/2″ \A1;1.10 \A1;1.20 \A1;1.10 \A1;1.20 \A1;1.10 \A1;1.20 \A1;1.10 \A1;1.20 \A1;1.10 \A1;1.20 \A1;1.10 \A1;1.20 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;1.20 \A1;1.30 \A1;1.10 \A1;1.20 \A1;1.10 \A1;1.20 \A1;1.10 \A1;1.20 \A1;1.10 \A1;1.20 \A1;1.10 \A1;1.20 \A1;1.10 \A1;1.20 \A1;22.20 \A1;1.10 \A1;1.20 \A1;1.10 \A1;1.20 \A1;1.10 \A1;1.20 \A1;1.10 \A1;1.20 \A1;1.20 \A1;1.30 \A1;1.20 \A1;1.30 \A1;1.20 \A1;1.30 \A1;1.20 \A1;1.30 \A1;21.75 \A1;3.60 \A1;3.58 \A1;3.58 \A1;3.58 \A1;3.58 \A1;3.58 \A1;3.77 \A1;3.83 \A1;3.83 \A1;3.82 \A1;21.95 DETALLE DE ZAPATAS ESCALA : 1/25 \A1;.250 \A1;.700 \A1;.300 \A1;.100 \A1;.200 \A1;1.300 \A1;.150 \A1;.700 \A1;.200 \A1;.100 \A1;.200 \A1;1.200 \A1;.400 \A1;.700 \A1;.200 \A1;.100 \A1;.200 \A1;1.200 \A1;.150 \A1;.400 \A1;.700 \A1;.200 \A1;.100 \A1;1.000 \A1;.500 \A1;.400 DETALLE DE CIMIENTOS ESCALA : 1/25 -36.02362943245328 -36.02362943245328 N.P.T.= 0.175 -36.02362943245328 -36.02362943245328 -36.02362943245328 -36.02362943245328 -36.02362943245328 N.F.C.= – 0.90 CORTE a-a ESCALA : 1/25 CORTE b-b ESCALA : 1/25 -36.02362943245328 -36.02362943245328 -36.02362943245328 -36.02362943245328 -36.02362943245328 -36.02362943245328 -36.02362943245328 CORTE c-c ESCALA : 1/25 N.P.T.= 0.175 N.F.C.= – 0.80 -36.02362943245328 -36.02362943245328 -36.02362943245328 -36.02362943245328 -36.02362943245328 -36.02362943245328 CORTE d-d ESCALA : 1/25 N.P.T.= 0.175 N.F.C.= – 0.80 -36.02362943245328 -36.02362943245328 -36.02362943245328 -36.02362943245328 -36.02362943245328 -36.02362943245328 N.P.T.= 0.175 N.F.C.= – 0.80 SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25% P.M. CIMIENTO Concreto Ciclopeo 1:10 + 30% P.M. CIMIENTO Concreto Ciclopeo 1:10 + 30% P.M. CIMIENTO Concreto Ciclopeo 1:10 + 30% P.M. SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25% P.M. SOBRECIMIENTO Concreto Ciclopeo 1:8 + 25% P.M. DIM. DE ESTRIBOS Y GANCHOS DETALLES DE ANCLAJES DE COLUMNAS EN ULTIMO TECHO DESCANSO .40 0.18 0.25 0.95 0.95 .40 0.15 2do TRAMO LOSA VB .40 0.95 0.95 .40 0.15 DESCANSO LOSA 3er TRAMO VB \A1;.40 \A1;0.18 \A1;0.25 \A1;0.95 \A1;0.95 \A1;.40 \A1;0.15 \A1;1.60 \A1;.40 \A1;1.60 \A1;.40 \A1;.10 \A1;.80 \A1;.50 \A1;0.18 \A1;0.18 \A1;0.25 \A1;0.18 \A1;0.25 \A1;0.25 \A1;0.15 \A1;1.00 PRIMER TRAMO -9.277071776023035 -9.277071776023035 -9.277071776023035 -9.277071776023035 -9.277071776023035 -9.277071776023035 -9.277071776023035 -9.277071776023035 -9.277071776023035 -9.277071776023035 -9.277071776023035 -9.277071776023035 -9.277071776023035 -9.277071776023035 INGRESO 2do PISO DETALLE DE ESCALERA ESCALA : 1/25 -9.277071776023035 \A1;.40 \A1;0.95 \A1;0.95 \A1;.40 \A1;0.15 TIPO Z-2 A x B H PARRILLA h CUADRO DE ZAPATAS Ø1/2″@0.15 ambos sentidos Z-1 1.20 x 1.30 1.30 0.70 Ø1/2″@0.15 ambos sentidos 1.30 1.10 x 1.20 0.70 Z-3 Ø1/2″@0.15 ambos sentidos 0.90 0.90 x 0.90 0.60 CUADRO DE COLUMNAS TIPO ESTRIBOS CANT. DIMENSION ARMADURA C2 C3 0.25 x 0.35 16 02 d 3/8″, 1 @ 0.05, 3 @ 0.10, 4 @ 0.15, Rto. 0.20 d 3/8″, 1 @ 0.05, 3 @ 0.10, 4 @ 0.15, Rto. 0.20 0.25 x 0.25 4 d 1/2″ C1 0.25 x 0.35 05 d 3/8″, 1 @ 0.05, 3 @ 0.10, 4 @ 0.15, Rto. 0.20 6 d 5/8″ 4 d 5/8″ + 2 d 1/2″ \A1;0.25 \A1;0.25 \A1;0.35 \A1;0.25 \A1;0.35 \A1;0.25 COLUMNAS PROYECTADAS C-3 C-1 -16.78627953265413 4 Ø 5/8″ 2 Ø 1/2″ C-2 4 d 5/8″ 2 d 1/2″ -16.78627953265413 -16.78627953265413 4 Ø 1/2″ 4 d 1/2″ -16.78627953265413 -16.78627953265413 6 Ø 5/8″ 6 d 5/8″ -16.78627953265413 \A1; COCHERA SALON DE RECEPCIONES S.H.V AREA LIBRE S.H.M BARRA VEREDA ACCESO PRINCIPAL COCHERA 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G 1 2 3 1 2 3 A G ESCALERA CIMIENTO ESCALERA CIMIENTO Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z1 C1 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z1 C1 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z1 C1 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z1 C1 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z1 C1 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z2 C2 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z2 C2 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z2 C2 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z2 C2 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z2 C2 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z2 C2 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z2 C2 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z2 C2 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z2 C2 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z2 C2 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z2 C2 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z2 C2 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z2 C2 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z2 C2 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z2 C2 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z2 C2 N.F.Z. = -1.30 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z3 C3 N.F.Z. = -0.90 Ø 1/2″ @ 0.15 Ø 1/2″ @ 0.15 5 5 Z3 C3 N.F.Z. = -0.90 a a a a a a a a c c c c c c c c c c c c b b b b d d b b b b b b b b b b d d b b d d d d d d d d d d b b c c c c c c c c c c c c c c c c c c d d TANQUE CISTERNA c c CIMENTACION – BLOQUE MULTIFAMILIAR ESCALA : 1/50 VIVIENDA MULTIFAMILIAR PROYECTO: ESTRUCTURAS – CIMENTACION PLANO: INDICADA ESC: SET-2014 FECHA: HUANCAN LUGAR: ………………………………………………………… PROPIETARIO: CAD DIS: HECHO POR: REVISADO: LAMINA: E-02 CAD PLOTEAR ESC:1/50 – FORMATO A1