Housing Foundation DWG Block for AutoCAD

Housing Foundation DWG Block for AutoCAD

SURFACE FOUNDATION WITH BEAMS CONNECTION OF PARTICULAR HOUSINGWHICH STRUCTURAL SYSTEM IS BASED IN GATES SYSTEM

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

epson, variable, Technical specifications, relative level of natural terrain, safety system, admissible of the land, foundation, design parameters for foundation:, summary of the foundation conditions, type of foundation:, surface of the connected shoe type, design rules:, lightened: cm, horns: cm, coatings, beams:, slabs lightened:, c: h, simple concrete, foundation beams:, reinforced concrete, factor, greater than, shear at the base, reduction coefficient, structured structural system, seismic parameters:, zone factor, use factor, maximum floor clearance: cm, with connecting beams, beam connection, shoe, typical detail, esc., n.p.t., stairs, section, esc .:, stairs, section, esc .:, lightened slab, living room, dinning room, n.p.t., store, kitchen, n.p.t., study, n.p.t., mezzanine, garden, bbq, bath, bedroom, bath, bedroom, living room, n.p.t., dinning room, n.p.t., kitchen, yard, bedroom, bath, bedroom, bedroom, cut, elevation, dinning room, npt, bedroom, npt, bedroom, npt, kitchen, npt, living room, npt, study, npt, laundry, npt, roof tile, of clay, laundry, npt, mezzanine, npt, dinning room, npt, of clay, roof tile, light cover, with polycarbonate, cut, store, npt, anc, vain, alt, alf, spans table, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, first level, second level, third level, fourth level, study, n.p.t., mezzanine, bedroom, bath, bedroom, living room, n.p.t., dinning room, n.p.t., kitchen, yard, bedroom, bath, bedroom, bedroom, anc, vain, alt, alf, spans table, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, second level, third level, fourth level, living room, dinning room, n.p.t., store, kitchen, n.p.t., garden, bbq, bath, anc, vain, alt, alf, anc, vain, alt, alf, anc, vain, alt, alf, first level, cajamarca, flat, Department:, cajamarca, draft:, flat:, produced by:, community:, date:, scale:, indicated, province, district:, foundations, particular, ing. luis alexander celiz suarez, may, owner:, henry flavio celiz suarez, location of, tank, vertical cut, esc:, tank bottom, sole, esc:, vertical cut, esc:, tank cover, esc:, cistern: details, chap:, cut, esc., cut, esc., there is a wall, cut where not, cut, esc., cut where not, there is a wall, cg hg, vig. connection, foundation, esc .:, detail zapata connected, Technical specifications, relative level of natural terrain, safety system, admissible of the land, foundation, design parameters for foundation:, summary of the foundation conditions, type of foundation:, superficial of the type za

Raw text data extracted from CAD file:

3,33 3,38 3,41 3,21 3,23 3,37 3,39 3,27 2,58 2,64 2,52 3,08 2,99 3,26 EPSON .15 8.27 .15 8.57 .15 2.12 3.73 .15 2.02 .15 2.35 .15 3.42 .15 14.40 .15 2.70 .15 6.76 .15 4.29 .15 14.35 .48 .20 .20 .20 .20 .20 .32 3.00 .31 1.71 3.08 .29 10.20 .15 8.27 .15 8.57 .15 2.12 3.73 .15 2.02 .15 2.35 .15 3.42 .15 14.40 .15 2.43 .15 7.04 .15 4.29 .15 14.35 .48 .20 .20 .20 .20 .20 .32 3.00 .31 1.71 3.08 .29 10.20 .15 8.27 .15 8.57 .15 2.12 3.73 .15 2.02 .15 5.92 .15 14.40 .15 2.43 .15 7.03 .15 4.29 .15 14.35 .48 .20 .20 .20 .20 .20 .32 3.00 .31 1.71 3.08 .29 10.20 .15 8.27 .15 8.57 .15 2.12 3.73 .15 2.02 .15 5.92 .15 14.40 .15 2.43 .17 7.01 .15 4.29 .15 14.35 10.20 10.20 1.20 .15 2.55 .15 2.55 .15 3.75 .10 10.60 1.71 .15 3.34 .20 2.50 .20 1.00 1.50 10.60 2.50 .20 2.50 .20 2.50 .20 2.40 .10 10.80 2.50 .20 2.50 .20 2.50 .20 2.40 .10 10.80 .20 .20 .15 8.27 .15 8.57 .15 2.12 3.73 .15 2.02 .15 2.35 .15 3.42 .15 14.40 .15 2.43 .15 7.04 .15 4.29 .15 14.35 .48 .20 .20 .20 .20 .20 .32 3.00 .31 1.71 3.08 .29 10.20 .15 8.27 .15 8.57 .15 2.12 3.73 .15 2.02 .15 5.92 .15 14.40 .15 2.43 .15 7.03 .15 4.29 .15 14.35 .48 .20 .20 .20 .20 .20 .32 3.00 .31 1.71 3.08 .29 10.20 .15 8.27 .15 8.57 .15 2.12 3.73 .15 2.02 .15 5.92 .15 14.40 .15 2.43 .17 7.01 .15 4.29 .15 14.35 10.20 10.20 .15 8.27 .15 8.57 .15 2.12 3.73 .15 2.02 .15 2.35 .15 3.42 .15 14.40 .15 2.70 .15 6.76 .15 4.29 .15 14.35 .48 .20 .20 .20 .20 .20 .32 3.00 .31 1.71 3.08 .29 10.20 3,2 2,5 3 .25 2.56 .25 2.48 .25 2.53 .25 8.57 1.00 1.00 1.00 1.00 .25 3.38 .25 3.29 .25 3.43 .25 3.04 .25 1.00 1.00 1.00 1.00 .25 3.44 .25 3.25 .25 3.40 .25 3.01 .25 2.00 1.50 1.00 .91 1.00 1.50 1.00 1.00 1.20 1.00 .90 1.00 1.50 1.00 1.00 1.00 1.00 1.20 1.00 .25 .80 .25 3.50 .25 1.78 .21 2.91 .25 10.20 3.76 3.54 3.69 3.42 14.40 3.82 3.50 3.65 3.38 14.35 \A1;2.20 \A1;1.90 \A1;.25 \A1;.15 \A1;.30 \A1;.30 \A1;.15 \A1;.10 \A1;.20 \A1;1.65 \A1;.15 \A1;1.90 \A1;.15 \A1;1.00 \A1;1.30 \A1;1.80 \A1;.15 \A1;1.50 \A1;.15 \A1;.15 \A1;.15 \A1;.30 \A1;.15 \A1;.05 \A1;.10 \A1;.60 \A1;.10 \A1;.05 \A1;.15 \A1;.20 \A1;.20 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;1.65 \A1;.10 \A1;.20 \A1;1.90 \A1;2.20 \A1;2.00 \A1;.15 \A1;1.70 \A1;.15 \A1;.15 \A1;.15 \A1;.25 \A1;.25 \A1;1.50 \A1;1.80 \A1;.25 \A1;.30 \A1;.25 \A1;.30 \A1;.15 \A1;1.90 \A1;.45 \A1;2.00 \A1;.60 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.55 \A1;.15 \A1;.25 \A1;.10 \A1;.50 \A1;.15 \A1;.10 \A1;.15 \A1;.55 \A1;.50 \A1;.50 \A1;.10 \A1;.15 \A1;.25 \A1;.55 \A1;.50 \A1;.10 \A1;.15 \A1;.10 \A1;.15 \A1;.50 \A1;.50 \A1;.15 \A1;B \A1;L \A1;.10 .05 .10 .50 .10 .55 VARIABLE \A1;.25 \A1;.30 \A1;.30 .25 \A1;.50 \A1;.10 \A1;.55 \A1;.25 \A1;.20 \A1;.25 \A1;.20 \A1;2.60 \A1;.30 \A1;.30 \A1;.05 \A1;.15 \A1;.10 \A1;2.60 \A1;.20 \A1;2.60 \A1;VARIABLE \A1;.25 \A1;.30 \A1;.80 \A1;.75 \A1;.50 \A1;.175 \A1;.00 \A1;.65 \A1;1.20 \A1;.20 \A1;.30 \A1;.30 \A1;1.00 \A1;1.20 \A1;1.00 \A1;.40 \A1;.20 ESPECIFICACIONES TECNICAS : 1.30 m relativa a nivel de terreno natural : 0.80 kg/cm2 : 3 -Factor de Seguridad por Corte -Presión Admisible del Terreno -Profundidad de Cimentación Parómetros de Diseño para la Cimentación: RESUMEN DE LAS CONDICIONES DE CIMENTACION Tipo de Cimentación: -Cimentación Superficial del Tipo Zapata Conectada Normas de Diseño: RNC, E-060, E-0.30 -Losa Aligerada: 2 cm -Vigas Peraltadas: 4 cm -Columnas: 4 cm RECUBRIMIENTOS -Columnetas y Vigas Soleras: F'c= 175 kg/cm2 -Columnas, Vigas, Losas aligeradas: F'c= 210 kg/cm2 -Solado: 4" C:H 1:10 -Sobrecimientos: F'c= 175 kg/cm2 CONCRETO SIMPLE -F'y= 4200 kg/cm2 -Zapatas, Vigas de Cimentación: F'c= 210 kg/cm2 CONCRETO ARMADO FACTOR C= 2.5 C/R mayor que 0.125 V=(ZUSC/R)P V=Fuerza Cortante en la base COEFICIENTE DE REDUCCION SISMICA= 8 - U = 1.0 (CATEGORIA C) - Z = 0.4g (ZONA 3) SISTEMA ESTRUCTURAL APORTICADO PARAMETROS SISMICOS: FACTOR DE ZONA FACTOR DE USO -Escaleras: 2 cm Máximo desplazamiento entrepiso: 0.99 cm (Zapatas con vigas de conexion Viga conexion ZAPATA -438.3756528558618 DETALLE TIPICO ZAPATA-COLUMNA ESC. 1/50 -438.3756528558618 N.T.N.-.15 N.V.+0.00 -438.3756528558618 -438.3756528558618 -438.3756528558618 N.P.T. # Ø3/8";1@.05, 5@.10, 3@.15,R@.20 a/c -438.3756528558618 S O L A D O -438.3756528558618 -438.3756528558618 -438.3756528558618 -438.3756528558618 -438.3756528558618 -438.3756528558618 -438.3756528558618 -438.3756528558618 -438.3756528558618 -438.3756528558618 -438.3756528558618 -438.3756528558618 # Ø3/8";1@.05, 4@.10, 2@.15,R@.20 a/c # Ø3/8";1@.05, 4@.10, 2@.15,R@.20 a/c ESCALERA -438.3756528558618 3 2 5 4 -438.3756528558618 -438.3756528558618 -438.3756528558618 -438.3756528558618 -438.3756528558618 6 TRAMO 1 Ø1/2"@.20 Ø1/2"@.20 S/C= 200 KG/M2 ESC.: 1/25 -438.3756528558618 1 -438.3756528558618 1Ø1/2@.20 1Ø1/2@.20 1Ø3/8@.30 -438.3756528558618 -438.3756528558618 16 6 Ø1/2"@.20 Ø3/8"@.25 -438.3756528558618 7 Ø1/2"@.20 Ø3/8"@.30 ESCALERA TRAMO 2 S/C= 200 KG/M2 ESC.: 1/25 -438.3756528558618 8 12 -438.3756528558618 -438.3756528558618 Ø3/8"@.30 -438.3756528558618 -438.3756528558618 Ø1/2"@.20 10 11 13 14 15 Losa Aligerada \A1;.30 \A1;.80 \A1;.75 \A1;.50 \A1;.175 \A1;.00 \A1;.65 \A1;.30 \A1;1.00 \A1;1.20 \A1;.20 \A1;.30 \A1;1.20 \A1;1.00 \A1;.40 \A1;.20 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 \A1;.50 \A1;.15 \A1;.10 \A1;.15 \A1;.15 \A1;.60 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.20 \A1;.15 .15 2.50 .20 2.50 .20 2.50 .20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SALA COMEDOR N.P.T. ± 0.00m N.P.T. ± 0.00m TIENDA 1.00 x 2.10 1 2 0.70 x 2.00 1 2 COCINA N.P.T. ± 0.00m ESTUDIO N.P.T. ± 0.00m MEZANINE 1.00 x 2.10 JARDIN BBQ BAÑO BAÑO DORMITORIO BAÑO 0.80 x 2.10 0.90 x 2.10 0.90 x 2.10 DORMITORIO 1.00 x 2.10 SALA N.P.T. ± 0.00m COMEDOR N.P.T. ± 0.00m COCINA PATIO 0.90 x 2.10 DORMITORIO BAÑO 0.80 x 2.10 0.90 x 2.10 0.90 x 2.10 DORMITORIO 0.90 x 2.10 1.00 x 2.10 DORMITORIO 0.90 x 2.10 0.90 x 2.10 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 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 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 B B B B B B B B A A A A A A A A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE B-B ELEVACION 5 5 5 5 5 5 5 5 5 COMEDOR NPT ±0.00m DORMITORIO NPT 2.70 m DORMITORIO NPT + 5.40 m COCINA NPT 5.40m SALA NPT ±0.00m ESTUDIO NPT +2.70 m LAVANDERIA NPT 7.70 m Cubierta de Teja de Arcilla LAVANDERIA NPT 7.70 m MEZANINE NPT 2.70 m COMEDOR NPT 5.40 m de Arcilla Cubierta de Teja Cubierta Liviana con Policarbonato CORTE A-A TIENDA NPT ±0.00m 5 5 5 5 5 5 5 5 5 5 5 ANC VANO ALT ALF CUADRO DE VANOS 1 2 1 2 3 4 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 9 8 4 5 6 7 10 11 12 13 14 15 16 17 18 19 20 21 22 23 25 26 16 15 14 13 12 33 34 35 36 37 38 39 40 41 42 32 31 30 29 28 33 34 35 36 37 38 39 40 41 42 48 47 46 45 44 43 ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 PRIMER NIVEL SEGUNDO NIVEL TERCER NIVEL CUARTO NIVEL ESTUDIO N.P.T. ± 0.00m MEZANINE 1.00 x 2.10 DORMITORIO BAÑO 0.80 x 2.10 0.90 x 2.10 0.90 x 2.10 DORMITORIO 1.00 x 2.10 SALA N.P.T. ± 0.00m COMEDOR N.P.T. ± 0.00m COCINA PATIO 0.90 x 2.10 DORMITORIO BAÑO 0.80 x 2.10 0.90 x 2.10 0.90 x 2.10 DORMITORIO 0.90 x 2.10 DORMITORIO 0.90 x 2.10 0.90 x 2.10 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 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 5 5 5 5 5 B B B B B B A A A A A A ANC VANO ALT ALF CUADRO DE VANOS 9 8 4 5 6 7 10 11 12 13 14 15 16 17 18 19 20 21 22 23 25 26 16 15 14 13 12 33 34 35 36 37 38 39 40 41 42 32 31 30 29 28 33 34 35 36 37 38 39 40 41 42 48 47 46 45 44 43 ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SEGUNDO NIVEL TERCER NIVEL CUARTO NIVEL SALA COMEDOR N.P.T. ± 0.00m N.P.T. ± 0.00m TIENDA 1.00 x 2.10 1 2 0.70 x 2.00 1 2 COCINA N.P.T. ± 0.00m JARDIN BBQ BAÑO BAÑO 1.00 x 2.10 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 B B A A 1 2 1 2 3 4 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 ANC VANO ALT ALF ANC VANO ALT ALF ANC VANO ALT ALF PRIMER NIVEL 5 5 5 5 5 5 5 5 5 5 5 1.00 1.00 1.00 1.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.00 5 5 5 5 5 5 1.00 5 5 5 5 1.00 5 1.00 5 5 5 5 5 5 5 5 5 5 5 5 A B A B 1 1 2 2 3 3 4 5 4 5 5 5 5 5 5 5 5 5 5 5 - CAJAMARCA CAJAMARCA PLANO N° DEPARTAMENTO: CAJAMARCA PROYECTO: PLANO: ELABORADO POR: COMUNIDAD: FECHA: ESCALA: INDICADA PROVINCIA DISTRITO: CIMENTACIONES E-1 \W1.1;"VIVIENDA PARTICULAR " Ing. Luis Alexander Celiz Suarez Mayo 2012 PROPIETARIO: Henry Flavio Celiz Suarez Ubicación de Cisterna B 5 CORTE VERTICAL A-A ESC: 1/25 5 FONDO - CISTERNA 5 Ø3/8"@.15 Ø1/2"@.175 5 5 5 Ø3/8"@.15 SOLADO Ø3/8"@.15 Ø1/2"@.175 Ø3/8"@.15 5 5 5 5 5 ESC: 1/25 5 Ø3/8"@.15 5 Ø3/8"@.15 B A 5 5 5 5 5 5 A CORTE VERTICAL B-B ESC: 1/25 5 5 5 5 5 Ø3/8"@.15 Ø3/8"@.15 Ø1/2"@.175 5 Ø3/8"@.15 5 5 5 Ø1/2"@.175 5 5 Ø3/8"@.15 5 5 5 5 5 5 5 5 B TAPA - CISTERNA ESC: 1/25 5 Ø3/8"@.15 5 Ø3/8"@.15 B A 5 5 5 5 5 A 5 5 2Ø3/8" 2Ø3/8" 5 5 5 5 5 5 5 N.P.T.±0.00 5 5 5 5 5 5 CISTERNA: DETALLES CAP: 3.5 m3 5 5 5 A A A A A A A A A A A 5 5 5 4Ø5/8"+2Ø1/2'' CORTE A-A ESC. 1/25 N.P.T.+0.15 N.V.+0.00 2Ø3/8" N.T.N.-.15 #Ø3/8";1@.05,4@.10,2@.15,R@.30, c/ext. 5 5 4Ø5/8"+2Ø1/2'' 1@.05, 4@.10, 2@.15, R@.30, c/ext. Ø 3/8": 5 CORTE C-C ESC. 1/25 5 N.P.T.+.15 5 5 N.V.+0.00 exista muro Cortar donde no 2Ø3/8" S/C 5 5 5 N.T.N.-.15 5 5 5 1Ø1/4"@.25 1Ø3/8"@.25 6 Ø1/2" 1@.05, 4@.10, 2@.15, R@.30, c/ext. Ø 3/8": 5 CORTE B-B ESC. 1/25 Cortar donde no 5 5 exista muro N.P.T.+.15 N.V.+0.00 2Ø3/8" S/C 5 5 N.T.N.-.15 5 5 5 5 1Ø1/4"@.25 1Ø3/8"@.25 B B B B B B B B B B B B B B B B B B B B A A B B B B B B B B C C C C C:H - 1:8 + 30% PG C:H - 1:8 + 30% PG B L VIG. CONEX. cimiento ESC.: 1/25 5 DETALLE ZAPATA CONECTADA ESPECIFICACIONES TECNICAS : 1.30 m relativa a nivel de terreno natural : 0.90 kg/cm2 : 3 -Factor de Seguridad por Corte -Presión Admisible del Terreno -Profundidad de Cimentación Parómetros de Diseño para la Cimentación: RESUMEN DE LAS CONDICIONES DE CIMENTACION Tipo de Cimentación: -Cimentación Superficial del Tipo Zapata Conectada Normas de Diseño: RNC, E-060, E-0.30 -Losa Aligerada: 2 cm -Vigas Peraltadas: 4 cm -Columnas: 4 cm RECUBRIMIENTOS -Columnetas y Vigas Soleras: F'c= 175 kg/cm2 -Columnas, Vigas, Losas aligeradas: F'c= 210 kg/cm2 -Solado: 4" C:H 1:10 -Sobrecimientos: F'c= 175 kg/cm2 CONCRETO SIMPLE -F'y= 4200 kg/cm2 -Zapatas, Vigas de Cimentación: F'c= 210 kg/cm2 CONCRETO ARMADO FACTOR C= 2.5 C/R mayor que 0.125 V=(ZUSC/R)P V=Fuerza Cortante en la base COEFICIENTE DE REDUCCION SISMICA= 8 - U = 1.0 (CATEGORIA C) - Z = 0.4g (ZONA 3) SISTEMA ESTRUCTURAL APORTICADO PARAMETROS SISMICOS: FACTOR DE ZONA FACTOR DE USO -Escaleras: 2 cm Máximo desplazamiento entrepiso: 0.99 cm (Zapatas con vigas de conexion Viga conexion ZAPATA DETALLE TIPICO ZAPATA-COLUMNA ESC. 1/50 N.T.N.-.15 N.V.+0.00 VARIABLE 5 N.P.T. 5 S O L A D O 5 5 5 5 5 <> 5 ESCALERA 5 3 2 5 4 5 5 5 .175 5 6 TRAMO 1 Ø1/2"@.20 Ø1/2"@.20 S/C= 200 KG/M2 ESC.: 1/25 5 1 5 1Ø1/2@.20 1Ø1/2@.20 1Ø3/8@.30 5 5 16 6 Ø1/2"@.20 Ø3/8"@.25 5 7 Ø1/2"@.20 Ø3/8"@.30 ESCALERA TRAMO 2 S/C= 200 KG/M2 ESC.: 1/25 5 8 12 5 5 Ø3/8"@.30 5 5 Ø1/2"@.20 10 11 13 14 15 Losa Aligerada 9 5 5 5 5 5 5 5 5 5 5 5 5 A A A A A A A C C C C C C C C N.P.T.+0.15 5 5 ESC.: 1/25 N.T.N.-.15 S/C N.V.+0.00 5 5 5 5 CORTE D-D D D D D D D D D D D C:H - 1:8 + 30% PG 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø3/8@.20 1Ø3/8@.20 1Ø1/2@.20 1Ø1/2@.175 1Ø1/2@.20 1Ø1/2@.175 1Ø1/2@.175 1Ø1/2@.15 1Ø1/2@.20 1Ø1/2@.15 1Ø1/2@.20 1Ø1/2@.175 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 1Ø1/2@.20 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-3 C-1 C-2 C-2 C-2 C-2 CL-4 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-3 Z-3 Z-4 Z-5 Z-6 Z-7 6@.10, 3@.15, 5@.10, 3@.15, R@.25, c/ext. 2° R@.20, c/ext. CUADRO DE COLUMNAS TIPO C-1 PISO 1° #3/8";1@.05, 4Ø1/2" C-2 #3/8";1@.05, ESC. 1/25 C-3 3° 4Ø5/8"+2Ø1/2" 6@.10, 5@.15, R@.20, c/ext. #3/8";1@.05, 6Ø5/8"+2Ø1/2" CL-4 3@.10, 2@.15, R@.30, c/ext. #1/4";1@.05, 4Ø1/2" C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-3 C-1 C-2 C-2 C-2 C-2 C-4 C-4 C-4 C-4 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-3 C-1 C-2 C-2 C-2 C-2 C-4 C-4 C-4 C-4 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-3 C-1 C-2 C-2 C-2 C-2 C-4 C-4 C-4 C-4 5 5 5 5 2 Ø1/2" 6@.10, 3@.15, R@.20, c/ext. #3/8";1@.05, 4Ø5/8"+2Ø1/2" 5 5 2 Ø1/2" 6@.10, 3@.15, R@.20, c/ext. #3/8";1@.05, 4Ø5/8" 5 5 5 5 2 Ø1/2" 2 Ø5/8" 6@.10, 5@.15, R@.20, c/ext. #3/8";1@.05, 6Ø5/8"+2Ø1/2" 5 5 2 Ø1/2" 2 Ø5/8" 6@.10, 5@.15, R@.20, c/ext. #3/8";1@.05, 4Ø5/8"+2Ø1/2" 5 5 2 Ø1/2" 5 5 CL-4 CL-4 CL-4 CL-4 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	A/C, Deck / Patio, Garden / Park
Tags	autocad, base, based, beams, block, connection, DWG, FOUNDATION, foundations, fundament, gates, Housing, structural, surface, system