Medical Center DWG Detail for AutoCAD

Medical Center DWG Detail for AutoCAD

This is a medical center located within a university, especially for student attention. Technical Drawings with constructive structural details.

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

client:, owner:, specialty:, flat:, review:, draft:, design:, ing. responsable:, print on, the plans can not be modified without the approval of the designer. in case modifications are made without the express written approval of the not responsible for said modifications., scale:, date:, drawing, approval:, sheet, j. Rodriguez or Rodriguez, observations:, route code:, A.M., lanos, jesika rodriguez r., enrique romaní s., a.b.c., j.r.r.r., meeting, brick type iv, if they had these they should not, exceed the volume, type of brick, notes: the supporting walls could be of clay bricks should have the specified dimensions: the columns of bracing confinement should be filled against the jagged walls max. of tooth:, vertical reinforcement splice, alternate the emplacements, in columns plates, in different floors, splice as maximum, of reinforcement, of stirrups in, bending detail, beams columns, specified, specified, beam plate, splicing of beam reinforcement, values ​​of mts, lower reinforcement, superior reinforcement, the splice length equal cms. for cms. for, for lightened flat beams the lower steel is spliced ​​on the supports being, increase the length in a consult the designer., in case of not joining in the indicated areas with the percentages, do not connect more than the total area in the same section., notes:, see cut, see cut, see cut, Wall of, masonry, sobrecimiento, Wall of, masonry, sobrecimiento, Wall of, masonry, sobrecimiento, nfvc, tecnoport, sef, sobrecimiento, foundation, cement concrete, concrete, medium stone, concrete, cement concrete, large stone, wires spun bricks fill between jagged walls, npt. variable, nfz, reinforced concrete, f’c in columns beam solera, masonry fm, in this can be of, silico calcareo., manufactured with the minimum dimensions indicated, all the masonry units of the fence are, mortar, masonry, masonry unit, cement: portland type, column anchor detail, from purse-seine to run-off, brick type iv, if they had these they should not, exceed the volume, fence detail, detail of parapets, max., height of, parapet, meeting, foundation, columneta, detail of sill, foundation, height of, ledge, board of, wick, license plate, typical detail lightened, steel temperature, column of, bracing, meeting, structural, column, start of columns, of confinement, rest, foundation, sobrecimiento, in confinement columns, rest, concentration of stirrups, rest, of confinement, rest, auction of columns, delivery of joists, detail of standard hook, joint thickness cm, mortar type, lightened flat beams, columns banked beams, Surpluses, general specifications, seismic resistant, sec., structural, of seismic force, use solid bricks type iv, confinement columns, steel, reinforced concrete, confined masonry address, cm., running foundations, large stone, maxima:, rooftop, Surpluses, medium stone, Type of foundation:, Permissible pressure:, foundation, total displacement xx d

Raw text data extracted from CAD file:

1 C-01 C-02 C-03 C-02 C-01 C-02 C-03 C-02 C-01 C-01 C-02 C-03 C-02 C-01 C-02 C-03 C-02 C-01 C-04 C-04 C-04 CLIENTE: PROPIETARIO: ESPECIALIDAD: PLANO: REVISIÓN: PROYECTO: DISEÑO: ING. RESPONSABLE: IMPRIMIR EN A1- 1/50 \Q15;\W1;ADVERTENCIA: LOS PLANOS NO PODRÁN SER MODIFICADOS SIN LA APROBACIÓN DEL PROYECTISTA. EN CASO SE REALICEN MODIFICACIONES SIN LA APROBACIÓN EXPRESA Y FUNDAMENTADA DEL PROYECTISTA, R2-HLE NO SE RESPONSABILIZA DE DICHAS MODIFICACIONES. ESCALA: FECHA: DIBUJO APROBACIÓN: LÁMINA J. RODRIGUEZ - O. RODRIGUEZ OBSERVACIONES: CÓDIGO Y RUTA: 29/16/2012 10:16 a.m. \W0.85;D: ROYECTOS\APURIMAC\CENTRO MEDICO\EXPEDIENTE FINAL\ESTRUCTURAS LANOS CIP-75811 CIP-XXXXXX PR-11-11 JESIKA RODRIGUEZ R. ENRIQUE ROMANÍ S. A.B.C. J.R.R. E-01/20 [BLOQUE A] 1/50 DIC-2011 \A1;6.30 \A1;6.28 \A1;6.15 \A1;6.15 \A1;6.18 -136.5593971694389 -136.5593971694389 A 1 2 3 4 5 -136.5593971694389 -136.5593971694389 -136.5593971694389 B 1.350000000000378 6.274999999999036 D 6 E F 6.300000000000026 7 8 7.175000000000079 2.724999999999085 9 10 11 2.724999999999994 JUNTA <> E' F 4.0 6.274999999999036 6 7 8 7.175000000000079 \A1;7.18 \A1;2.73 \A1;JUNTA 0.05 \A1;4.00 \A1;1.35 \A1;6.28 \A1;6.30 \A1;2.73 \A1;6.28 \A1;7.18 .125 .23 LADRILLO TIPO IV \A1;.09 SI TUVIERAN ALVEOLOS, ESTOS NO DEBERAN SOBREPASAR EL 30% DEL VOLUMEN TIPO DE LADRILLO NOTAS: 1) LOS MUROS PORTANTES PODRAN SER DE LADRILLOS DE ARCILLA (TIPO IV), DEBERAN TENER LAS DIMENSIONES ESPECIFICADAS: 23cm.x12.5cm.x9cm. 2) LAS COLUMNAS DE ARRIOSTRAMIENTO O CONFINAMIENTO DEBERAN LLENARSE CONTRA LOS MUROS DENTADOS (LONG. MAX. DE DIENTE: 5cm.) EMPALME DE REFUERZO VERTICAL H/6 H H/6 2H/3 .70 3/4" NOTA.- AlLTERNAR LOS EMPLAMES EN COLUMNAS Y PLACAS Le d 3/8" 5/8" 1/2" Le .40 Le(m) .45 .60 EN DIFERENTES PISOS Y 1.15 1" EMPALMAR COMO MAXIMO 50% DEL REFUERZO DE ESTRIBOS EN DETALLE DE DOBLADO COLUMNAS Y VIGAS 1/4" 3/8" 1/2" ESPECIFICADO a d DE COLUMNA, 45° ESPECIFICADO 45° r d 2.0 2.5 1.3 r(cm.) 10.0 12.5 6.5 a PLACA ó VIGA (cm.) EMPALME DE ARMADURA DE VIGAS VALORES DE ( mts ) REFUERZO INFERIOR L/3 3/4" 5/8" 1/2" 3/8" d .70 .60 .40 .45 L/4 L/4 a L/3 a REFUERZO SUPERIOR .90 .75 .60 .55 L/4 L/4 H L/3 a LA LONGITUD DE EMPALME IGUAL A 25 cms. PARA FIERROS DE 3/8" Y 35 cms. PARA 1/2" o 5/8". (c) PARA ALIGERADOS Y VIGAS CHATAS EL ACERO INFERIOR SE EMPALMARA SOBRE LOS APOYOS SIENDO AUMENTAR LA LONGITUD EN UN 70 % o CONSULTAR AL PROYECTISTA. (b) EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS o CON LOS PORCENTAJES ESPECIFICADOS, (a) NO EMPALMAR MAS DEL 50 % DEL AREA TOTAL EN UNA MISMA SECCION. NOTAS: 1" 1.15 1.60 C-01 C-02 C-03 C-02 C-01 C-01 C-02 C-03 C-02 C-01 C-06 C-06 C-05 C-06 C-06 C-05 C-06 C-06 C-05 C-05 C-05 \A1;.25 \A1;5.80 \A1;.25 \A1;1.35 \A1;.170 \A1;2.00 \A1;1.20 \A1;1.20 \A1;.17 \A1;VARIABLE (.43@.17) \A1;.25 \A1;.17 \A1;.43 \A1;.25 \A1;.17 \A1;.43 \A1;.25 \A1;.17 \A1;.43 \A1;.25 -122.6496015372298 -122.6496015372298 -122.6496015372298 -122.6496015372298 V-02 (.25X.60) 2d5/8" 2d5/8" -122.6496015372298 VER CORTE 1-1 2d5/8" 2d5/8" 1 d3/8":1@.05,9@.125,rto@.25 c/ext. 1 d3/8":1@.05,rto@.10 -122.6496015372298 1d1/2" -122.6496015372298 -122.6496015372298 1d1/2" B-B 4d5/8"+2d1/2" -122.6496015372298 -122.6496015372298 -122.6496015372298 A-A 4d5/8" -122.6496015372298 -122.6496015372298 -122.6496015372298 2d1/2" C-C 4d5/8"+1d1/2" -122.6496015372298 -122.6496015372298 -122.6496015372298 1d1/2" D-D 4d5/8" -122.6496015372298 -122.6496015372298 -122.6496015372298 C C B B A A 2d1/2" 0.6000000000000192 5 0.5999999999999979 1.349999999999888 V-03 (.25X.60) 2d5/8" 2d5/8" C C 0.1700000000000017 VER CORTE 1-1 2d5/8" 2d5/8" 1 d3/8":1@.05,9@.125,rto@.25 c/ext. 1 d3/8":1@.05,rto@.10 2.0 1d1/2" 1.199999999999999 1.199999999999999 1d1/2" B-B 4d5/8"+2d1/2" 0.1700000000000017 0.4299999999984865 0.2499999999999289 B B A A A-A 4d5/8" 0.1700000000000017 5 0.2499999999999289 2d1/2" C-C 4d5/8"+1d1/2" 0.1700000000000017 0.4299999999984863 0.2499999999999289 1d1/2" D-D 4d5/8" 0.1700000000000017 0.4299999999984863 0.2499999999999289 2d1/2" \A1;.60 \A1;5.10 \A1;.60 \A1;1.35 \A1;.170 \A1;.17 \A1;.43 \A1;.25 \A1;.17 \A1;VARIABLE (.43@.17) \A1;.25 -117.4811518780923 -117.4811518780923 -117.4811518780923 -117.4811518780923 VS-01 (.25X.60) 2d5/8" 2d5/8" B B -117.4811518780923 VER CORTE 1-1 2d5/8" 2d5/8" 1 d3/8":1@.05,9@.125,rto@.25 c/ext. 1 d3/8":1@.05,rto@.10 B-B 4d5/8" -117.4811518780923 -117.4811518780923 -117.4811518780923 A-A 4d5/8" -117.4811518780923 -117.4811518780923 -117.4811518780923 A A \A1;.60 \A1;5.10 \A1;.60 \A1;1.35 \A1;2.00 \A1;1.20 \A1;1.20 \A1;.17 \A1;.43 \A1;.25 \A1;.17 \A1;VARIABLE (.43@.17) \A1;.25 \A1;.17 \A1;.43 \A1;.25 \A1;.17 \A1;.43 \A1;.25 \A1;.170 \A1;.60 \A1;.25 \A1;.23 \A1;.80 \A1;.10 \A1;.20 \A1;.05 \A1;JUNTA=.05 \A1;.13 -116.6740433590197 -116.6740433590197 5-5 NFC=-1.00 MURO DE -116.6740433590197 ALBAÑILERIA -116.6740433590197 -116.6740433590197 NPT+0.00 -116.6740433590197 4d1/2" 1 d3/8"@.25 SOBRECIMIENTO -116.6740433590197 -116.6740433590197 -116.6740433590197 MURO DE ALBAÑILERIA SOBRECIMIENTO 4d3/8" 1 d3/8"@.25 \A1;.60 \A1;.25 \A1;.60 \A1;.10 \A1;.13 -116.7068018143623 -116.7068018143623 7-7 NFC=-1.00 -116.7068018143623 -116.7068018143623 NPT+0.00 4d3/8" 1 d3/8"@.25 -116.7068018143623 \A1;.60 \A1;.25 \A1;.70 \A1;.10 \A1;.05 \A1;.23 -123.112713807943 -123.112713807943 3-3 NFC=-1.00 -123.112713807943 -123.112713807943 d3/8"@.25 -123.112713807943 NPT+0.00 d3/8"@.25 -123.112713807943 \A1;.60 \A1;.25 \A1;.23 \A1;.70 \A1;.10 \A1;.20 \A1;.05 -128.1553164482578 -128.1553164482578 4-4 NFC=-1.00 MURO DE -128.1553164482578 ALBAÑILERIA -128.1553164482578 -128.1553164482578 NPT+0.00 -128.1553164482578 4d1/2" 1 d3/8"@.25 SOBRECIMIENTO -128.1553164482578 0.5999999999978414 0.5999999999982535 5.100000000004577 VC-01 (0.25X0.60) 2\U+22055/8" 2\U+22055/8" 2\U+22053/8" 4\U+22055/8"+2\U+22053/8" 0.25 0.5999999999994401 0.0499999999969987 N.P.T.+0.00 2\U+22053/8" A-A A A NFVC -1.00 1 d3/8":1@0.05,9@.15,Rto@0.30 C/Ext. 0.0999999999999943 0.1000000000035328 0.1500000000019951 TECNOPORT TECNOPORT N.P.T.+0.00 Sef Ca-01 0.2500000000004547 0.1300000000046566 4d1/2" 1 d1/4"@.20 0.1300000000001091 0.5421320343553475 0.4121320343551815 4d3/8" 4d1/2"+4d3/8" 2 d1/4"@.20 Ca-02 0.1299999999996544 0.47999999999945 0.3499999999999093 4d3/8" 4d1/2"+4d3/8" 2 d1/4"@.20 Ca-03 0.1474717217427042 0.1456262666686143 5 H=<> \W1;d 1/4"@.15 (Sobrecimiento) SOBRECIMIENTO CIMIENTO Cemento hormigon + 25% Concreto 1:8 de piedra mediana (Max. 3") Concreto 1:10 Cemento hormigon + 30% de piedra grande (Max. 4") 0.2500000000001137 5 5 .15 .15 .60x.60 2 ALAMBRES N 8 @3 HILADAS DE LADRILLOS O LLENAR ENTRE MUROS DENTADOS d 1/4": 1@.05,4@.10,rto@.20 0.0999999999999091 1 1 NTN.+0.00 NPT. VARIABLE NFZ. -1.00 +3.05 0.2500000000001137 0.1300000000001091 4d3/8" s d1/4"1@.05, 5@.10, 1-1 Rsto@.20 c/ext. 5 CONCRETO ARMADO f'c : 210 kg/cm2 en columnas y viga solera ALBAÑILERIA fm = 65 Kg/cm EN ESTE PLANO, PODRAN SER DE CONCRETO,ARCILLA O SILICO CALCAREO. FABRICARAN CON LAS DIMENSIONES MINIMAS INDICADAS TODAS LAS UNIDADES DE ALBAÑILERIA DEL CERCO SE MORTERO 1:5 (CEMENTO-ARENA) : ' : ALBAÑILERIA : UNIDAD DE ALBAÑILERIA 2 CEMENTO :PORTLAND TIPO I DETALLE DE ANCLAJE DE COLUMNAS DE AMARRE DE CERCO AL CIMENTO CORRIDO LADRILLO TIPO IV SI TUVIERAN ALVEOLOS, ESTOS NO DEBERAN SOBREPASAR EL 30% DEL VOLUMEN 5 13cm 23cm DETALLE DE CERCO (Típico) DETALLE DE PARAPETOS 0.25 MAX. 1.50 Altura de 2d1/2" d1/4"@.25 A-A 0.15 0.15 Parapeto B B 2d3/8" d1/4"@.25 B-B 0.15 0.15 A A Junta 1cm. (Espuma Plástica) H CIMIENTO Columneta Ca-01 DETALLE DE ALFEIZAR (Típico) 0.25 H CIMIENTO Altura de Alféizar (Típico) 0.25 5 JUNTA DE 1" MECHA 4d3/8" PLACA (Espuma Plástica) .05 DETALLE TIPICO ALIGERADO h=.17 .15 .10 .10 .30 .17 ACERO TEMPERATURA d1/4" @.25 Columna de Arriostramiento Junta 1" (Espuma plástica) Estructural TABIQUE-COLUMNA ESTRUCTURAL Columna ARRANQUE DE COLUMNAS DE CONFINAMIENTO L L Resto s/cuadro 1@.05 5 @10 CIMIENTO CORRIDO SOBRECIMIENTO @.15 EN COLUMNAS DE CONFINAMIENTO 1@.05 1@.05 5 @10 s/cuadro Resto CONCENTRACION DE ESTRIBOS 1 s/cuadro Resto 5 @10 DE CONFINAMIENTO 5 @10 1@.05 s/cuadro Resto REMATE DE COLUMNAS 1 .30 .30 (Excepto indicado) (Excepto indicado) (Excepto indicado) (Excepto indicado) 1@.05 ENTREGA DE VIGUETAS .15 .02 DETALLE DE GANCHO ESTANDAR L L .05 3/8" .12 5/8" 1/2" 3/4" .15 .20 .25 d L(m) \A1;0.50 \A1;0.15 \A1;0.15 \A1;\W1;d 1/4"@.15 (Sobrecimiento) \A1;0.25 \A1;.40 \A1;.40 \A1;.15 \A1;.15 \A1;.60x.60 \A1;0.10 \A1;0.25 \A1;0.13 \A1;9cm \A1;13cm \A1;23cm \A1;Var. \A1;0.40 \A1;H=0.60 \A1;.25 \A1;.13 \A1;.13 \A1;.54 \A1;.41 \A1;.13 \A1;.48 \A1;.35 - ESPESOR DE JUNTAS : 1.0 cm (MINIMO) - MORTERO TIPO P1 CEMENTO:ARENA::1:4 - LOSAS, ALIGERADOS Y VIGAS CHATAS - COLUMNAS Y VIGAS PERALTADAS - SOBRECIMIENTOS ESPECIFICACIONES GENERALES 6.CONSIDERACIONES SISMORRESISTENTES Z=0.4 , U=1.0 , S=1.2 , Tp=0.6 seg. -SISTEMA ESTRUCTURAL -PARAMETROS DE FUERZA SISMICA 5.CIMENTACION - f'm=65 kg/cm2 - USAR LADRILLOS MACIZOS TIPO IV - COLUMNAS DE CONFINAMIENTO 4.SOBRECARGAS 3.ALBAÑILERIA 1.CONCRETO 2.RECUBRIMIENTOS - ACERO - CONCRETO ARMADO DIRECCION X-X: ALBAÑILERIA CONFINADA R=4.5 DIRECCION Y-Y: ALBAÑILERIA CONFINADA R=4.5 2.0 cm. 2.0 cm. 3.0 cm. 2.0 cm. fy=4200 kg/cm2 f'c=210 kg/cm2 - CIMIENTOS CORRIDOS CEMENTO:HORMIGON::1:10 + 30% PIEDRA GRANDE -DESPLAZAMIENTOS MAXIMOS: - Azotea S/C = 100 kg/m2 - SOBRECIMIENTOS CEMENTO:HORMIGON::1:8 + 20% PIEDRA MEDIANA (MAXIMO 3") (MAXIMO 6") 1.5 cm (MAXIMO) - TIPO DE CIMENTACION: - PRESION ADMISIBLE: Cimiento Corrido qt = 0.80 kg/cm2 DESPLAZAMIENTO TOTAL XX = 0.66cm. DESPLAZAMIENTO RELATIVO XX = 0.22cm. DESPLAZAMIENTO TOTAL YY = 4.78cm. DESPLAZAMIENTO RELATIVO YY = 2.8cm. - PROFUNDIDAD DE CIMENTACION: -0.80m (Mínimo) - FACTOR DE SEGURIDAD:: 3 - PARÁMETROS DE DISEÑO DE CIMENTACIÓN: - ESTRATO DECAPOYO DE CIMENTACION: Arena Mal Graduada - TIPO DE CEMENTO: Cemento Portland tipo V en todas las estructuras en contacto con el suelo BLOQUE A Z=0.4 , U=1.0 , S=1.2 , Tp=0.6 seg. -SISTEMA ESTRUCTURAL -PARAMETROS DE FUERZA SISMICA DIRECCION X-X: ALBAÑILERIA CONFINADA R=4.5 DIRECCION Y-Y: ALBAÑILERIA CONFINADA R=4.5 -DESPLAZAMIENTOS MAXIMOS: DESPLAZAMIENTO TOTAL XX = 0.56cm. DESPLAZAMIENTO RELATIVO XX = 0.17cm. DESPLAZAMIENTO TOTAL YY = 6.22cm. DESPLAZAMIENTO RELATIVO YY = 2.16cm. BLOQUE A \A1;.60 \A1;5.10 \A1;.25 \A1;.60 \A1;.05 \A1;.60 \A1;.10 \A1;.10 \A1;.15 d5/8"@.50 (Sup.) d5/8"@.25 (Inf.) d5/8"@.50 (Sup.) d5/8"@.25 (Inf.) d5/8"@.50 (Sup.) d5/8"@.25 (Inf.) d5/8"@.25 (Inf.) d5/8"@.50 (Sup.) d5/8"@.50 (Sup.) d5/8"@.25 (Inf.) d5/8"@.50 (Sup.) d5/8"@.25 (Inf.) d5/8"@.50 (Sup.) d5/8"@.25 (Inf.) d5/8"@.25 (Inf.) d5/8"@.50 (Sup.) d5/8"@.50 (Sup.) d5/8"@.25 (Inf.) d5/8"@.50 (Sup.) d5/8"@.25 (Inf.) d5/8"@.50 (Sup.) d5/8"@.25 (Inf.) d5/8"@.50 (Sup.) d5/8"@.25 (Inf.) d5/8"@.50 (Sup.) d5/8"@.25 (Inf.) d5/8"@.50 (Sup.) d5/8"@.25 (Inf.) d5/8"@.50 (Sup.) d5/8"@.25 (Inf.) d5/8"@.50 (Sup.) d5/8"@.25 (Inf.) d5/8"@.50 (Sup.) d5/8"@.25 (Inf.) d5/8"@.50 (Sup.) d5/8"@.50 (Sup.) d5/8"@.25 (Inf.) d5/8"@.50 (Sup.) d5/8"@.50 (Sup.) d5/8"@.25 (Inf.) d5/8"@.50 (Sup.) d5/8"@.50 (Sup.) d5/8"@.25 (Inf.) d5/8"@.50 (Sup.) d5/8"@.25 (Inf.) Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" Junta 1" 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 4 4 4 4 3 3 3 3 3 3 3 3 7 7 8 8 2 2 1 1 1 1 3 3 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 1 1 6 6 6 6 7 7 8 8 6 6 6 6 5 5 \A1;.60 \A1;.25 \A1;.25 \A1;.70 \A1;.35 \A1;.23 \A1;.35 \A1;.23 \A1;.15 \A1;.20 \A1;.25 \A1;.25 -131.3727258818124 -131.3727258818124 -131.3727258818124 -131.3727258818124 CUADRO DE COLUMNAS 8d5/8" 2 d3/8"@.20 C-03 10d5/8" 2 +1 d3/8"@.20 C-02 -131.3727258818124 -131.3727258818124 4d5/8" 1 d3/8":1@.05, C-01 6@.10,rto.@.25 -131.3727258818124 -131.3727258818124 4d1/2" 1 d1/4":1@.05, C-04 6@.10,rto.@.25 -131.3727258818124 -131.3727258818124 4d3/8" 1 d1/4":1@.05, Ca-01 6@.10,rto.@.25 -131.3727258818124 -131.3727258818124 4d1/2" 1 d3/8":1@.05, Ca-02 6@.10,rto.@.25 NPT= + 0.00 1.200000000001639 1d3/8" 0.8000000000016385 1d3/8" 1d3/8" 1.200000000001639 1d3/8" 0.5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 0.5000000000000284 0.8000000000016367 1d3/8" 1d3/8" 0.8000000000000096 0.7999999999999918 1d3/8" 1d3/8" 1d3/8" 1d3/8" 0.8000000000016385 1d3/8" 1d3/8" 0.5000000000003411 1d3/8" 0.499999999992923 0.5000000000003411 1d3/8" 0.499999999992923 1d3/8" 0.500000000000342 1d3/8" 0.499999999992923 0.5000000000003411 1d3/8" 0.499999999992923 1d3/8" 0.8000000000016385 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 0.8000000000016385 1d3/8" 1d3/8" 0.8000000000016385 1d3/8" 1d3/8" 1d3/8" 1d3/8" 0.5000000000000284 1d3/8" 1d3/8" 0.500000000000342 1d3/8" 0.499999999992923 0.5000000000003411 1d3/8" 1d3/8" 0.5000000000003402 1d3/8" 0.499999999992923 0.5000000000003411 1d3/8" 0.499999999992923 1d3/8" 0.5000000000003411 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\A1;.65 \A1;1.80 \A1;.40 \A1;3.80 \A1;.50 \A1;2.20 \A1;.50 \A1;3.80 \A1;.65 \A1;1.80 \A1;.40 \A1;.65 \A1;3.80 \A1;.50 \A1;2.20 \A1;.50 \A1;3.95 \A1;.50 \A1;1.80 \A1;.40 \A1;.65 \A1;1.80 \A1;.40 \A1;4.25 \A1;.50 \A1;.20 \A1;2.20 \A1;.50 \A1;3.95 \A1;.50 \A1;1.80 \A1;.40 \A1;.65 \A1;.50 \A1;3.80 \A1;61.40 V-01 (.20x.17),(.20x.65) -98.30181060476411 1 d3/8":1@.05,9@.125,rto@.25 c/ext. 2d5/8" 2d5/8" -98.30181060476411 A A -98.30181060476411 VIGA -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 V-02 (.20x.65) -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 V-03 (.20x.65) -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 V-04 (.15x.65) -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 V-05 (.20x.65) -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 V-06 (.20x.17),(.20x.65) -98.30181060476411 1 d3/8":1@.05,9@.125,rto@.25 c/ext. 2d5/8" 2d5/8" -98.30181060476411 A A -98.30181060476411 VIGA -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 V-08 (.20x.65) -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 V-07 (.20x.65) V-09 (.20x.65) -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 V-10 (.20x.65) -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 V-11 (.20x.65) -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 V-12 (.20x.65) -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 V-13 (.20x.65) -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 V-14 (.20x.65) -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 -98.30181060476411 \A1;1.00 \A1;.10 \A1;1.90 \A1;.25 \A1;1.10 \A1;.25 \A1;1.90 \A1;.33 \A1;1.00 \A1;.10 \A1;.33 \A1;.10 \A1;.10 \A1;1.77 \A1;.60 \A1;.25 \A1;1.10 \A1;.25 \A1;1.90 \A1;.33 \A1;.90 \A1;.20 \A1;1.10 \A1;.25 \A1;1.90 \A1;.33 \A1;.90 \A1;.20 \A1;1.90 \A1;.25 \A1;1.10 \A1;.25 \A1;1.90 \A1;.33 \A1;.90 \A1;.20 \A1;.33 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\A1;0.20 \A1;0.20 \A1;3.60 \A1;2.19 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.15 \A1;2.19 1 1.48 V-06 (.20x.17),(.20x.65) -105.2518772822215 1 d3/8":1@.05,9@.125,rto@.25 c/ext. 2d5/8" 2d5/8" -105.2518772822215 A A -105.2518772822215 VIGA -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 V-08 (.20x.65) -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 V-07 (.20x.65) V-09 (.20x.65) -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 V-10 (.20x.65) -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 -105.2518772822215 V-11 (.20x.65) 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\A1;1.06 \A1;.13 \A1;.05 \A1;0.20 \A1;1.13 \A1;0.10 \A1;0.85 \A1;0.25 \A1;1.10 \A1;0.25 \A1;1.90 \A1;0.33 \A1;1.00 \A1;0.10 \A1;.95 \A1;.13 \A1;.55 \A1;.13 \A1;.95 \A1;.16 \A1;.50 \A1;.05 \A1;.16 \A1;.05 \A1;.13 \A1;.95 \A1;1.20 \A1;0.80 \A1;1.20 \A1;0.50 \A1;0.50 \A1;1.00 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;1.20 \A1;0.50 \A1;1.20 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.70 \A1;0.70 \A1;0.50 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.70 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.40 \A1;0.80 \A1;0.50 \A1;0.40 \A1;7.18 V-06 (.20x.0.20),(.20x.65) -108.6217889530462 1 d3/8":1@.05,9@.125,rto@.25 c/ext. 2d5/8" 2d5/8" -108.6217889530462 A A -108.6217889530462 VIGA -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 V-08 (.20x.65) -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 V-07 (.20x.65) V-09 (.20x.65) -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 V-10 (.20x.65) -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 V-11 (.20x.65) -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 V-12 (.20x.65) -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 V-13 (.20x.65) -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 V-14 (.20x.65) -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 -108.6217889530462 \A1;1.90 \A1;.22 \A1;.09 \A1;.98 \A1;.22 \A1;1.77 \A1;.22 \A1;.81 \A1;.18 \A1;.29 \A1;1.70 \A1;.22 \A1;.98 \A1;.22 \A1;1.70 \A1;.29 \A1;.89 \A1;.09 \A1;.29 \A1;.09 \A1;.09 \A1;1.59 \A1;.54 \A1;.22 \A1;.98 \A1;.22 \A1;1.70 \A1;.29 \A1;.81 \A1;.18 \A1;.98 \A1;.22 \A1;1.70 \A1;.29 \A1;.81 \A1;.18 \A1;1.70 \A1;.22 \A1;.98 \A1;.22 \A1;1.70 \A1;.29 \A1;.81 \A1;.18 \A1;.29 \A1;1.70 \A1;.22 \A1;.98 \A1;.22 \A1;1.77 \A1;.22 \A1;.81 \A1;.18 \A1;.29 \A1;.81 \A1;.18 \A1;0.36 \A1;2.01 \A1;0.18 \A1;1.52 \A1;0.45 \A1;1.97 \A1;0.45 \A1;3.40 \A1;0.58 \A1;1.79 \A1;0.18 \A1;.22 \A1;1.70 \A1;12.85 V-06 (.20x.0.20),(.20x.65) -103.0018021935151 1 d3/8":1@.05,9@.125,rto@.25 c/ext. 2d5/8" 2d5/8" -103.0018021935151 A A -103.0018021935151 VIGA -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 V-08 (.20x.65) -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 V-07 (.20x.65) V-09 (.20x.65) -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 V-10 (.20x.65) -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 V-11 (.20x.65) -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 V-12 (.20x.65) -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 V-13 (.20x.65) -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 V-14 (.20x.65) -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 -103.0018021935151 \A1;2.21 \A1;0.50 \A1;3.96 \A1;0.50 \A1;1.81 \A1;0.40 \A1;0.65 \A1;2.26 \A1;0.20 \A1;1.70 \A1;0.50 \A1;2.21 \A1;0.50 \A1;3.81 \A1;0.65 \A1;2.01 \A1;0.20 \A1;3.81 \A1;0.50 \A1;2.21 \A1;0.50 \A1;3.81 \A1;0.65 \A1;2.01 \A1;0.20 \A1;0.65 \A1;0.20 \A1;0.20 \A1;3.56 \A1;0.40 \A1;2.21 \A1;0.50 \A1;3.81 \A1;0.65 \A1;1.81 \A1;0.40 \A1;3.81 \A1;0.50 \A1;2.21 \A1;0.50 \A1;3.81 \A1;0.65 \A1;1.81 \A1;0.40 \A1;0.65 \A1;0.50 \A1;3.81 \A1;3.81 \A1;0.50 \A1;2.21 \A1;0.50 \A1;3.81 \A1;0.65 \A1;1.81 \A1;0.65 \A1;3.81 \A1;0.50 \A1;2.21 \A1;0.50 \A1;3.81 \A1;0.65 \A1;1.81 \A1;0.40 \A1;0.65 \A1;3.81 \A1;0.50 \A1;2.21 \A1;0.50 \A1;3.81 \A1;0.65 \A1;1.81 \A1;0.65 \A1;1.11 \A1;0.55 \A1;0.59 \A1;1.08 \A1;1.28 \A1;0.59 \A1;0.55 \A1;1.68 \A1;0.98 \A1;0.98 \A1;1.68 \A1;0.59 \A1;0.55 \A1;1.08 \A1;1.28 \A1;2.01 \A1;2.61 \A1;0.98 \A1;0.98 \A1;2.60 \A1;1.30 \A1;0.65 .60 .25 .10 .20 .15 .05 .40 .20 .70 .10 .05 .13 .50 .40 .40 .40 1.10 2.40 .28 .28 .20 .50 1.10 2.40 .28 .28 4.78 1.30 .28 .25 .65 .25 .28 4.95 .20 .15 TIP. .15 TIP. .40 TIP. .20 TIP. .40 TIP. .20 TIP. 2 # 8 c / 3 hiladas .20 TIP. .20 TIP. .30 .30 .30 TIP. H 1 @.05 @.10 = H / 6 1 @.05 @.10 = H / 6 RESTO VER CUADRO .30 .15 TIP. .15 TIP. .40 TIP. .20 TIP. .40 TIP. .20 TIP. 2 # 8 c / 3 hiladas 7.00 2.20 2.20 2.20 2.20 .10 h'=Vrble. h'=Vrble. .10 .10 .05 .40 .20 .70 .10 .05 .13 .60 .10 .20 .15 .05 .10 .30 .10 .05 .10 .30 .10 .10 .30 .10 .30 .10 .10 .30 .10 .30 .10 .10 .10 .10 .05 .10 1.15 1.15 2.50 .85 1.15 .85 .20 .20 1.15 \A1;1.20 2.86 \A1;4.95 2.86 1.30 .20 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;1.20 \A1;0.80 \A1;1.20 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.70 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.50 \A1;0.70 \A1;1.20 \A1;0.50 \A1;1.20 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.50 \A1;0.70 \A1;0.50 \A1;0.70 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.70 \A1;0.70 \A1;0.50 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.70 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.40 \A1;0.80 \A1;4.60 \A1;3.80 \A1;3.80 \A1;3.80 \A1;3.80 \A1;0.50 \A1;0.40 \A1;3.80 \A1;3.80 \A1;3.80 \A1;3.80 \A1;2.70 \A1;4.45 \A1;2.45 .20 .60 .10 .20 .15 .05 .45 .10 .20 .15 .05 .20 .50 1.10 2.40 4.78 1.30 .25 .28 4.95 1.15 .20 .50 .40 .40 .40 .35 1.10 2.40 .28 .28 .28 .28 .28 .65 .25 .20 1.15 1.15 2.50 .85 .85 .20 .20 1.15 1.30 \A1;0.20 \A1;3.60 \A1;0.20 \A1;3.60 \A1;0.20 \A1;3.60 \A1;0.20 \A1;3.60 \A1;0.20 \A1;3.60 \A1;0.20 \A1;3.60 \A1;0.20 \A1;3.60 \A1;0.20 \A1;0.20 \A1;3.60 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;2.19 \A1;2.19 \A1;2.19 \A1;2.19 \A1;2.19 \A1;2.19 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.04 \A1;1.03 \A1;1.15 \A1;2.19 \A1;2.19 .20 .10 \A1;1.30 \A1;3.60 \A1;0.20 \A1;2.50 \A1;2.40 \A1;1.30 \A1;1.40 \A1;2.50 \A1;3.60 \A1;0.20 \A1;2.50 \A1;2.40 \A1;2.50 \A1;0.20 \A1;2.50 \A1;1.30 .20 2.16 \A1;3.81 \A1;0.50 \A1;2.21 \A1;0.50 \A1;3.81 \A1;0.65 \A1;1.81 \A1;0.40 \A1;0.65 \A1;3.81 \A1;0.50 \A1;2.21 \A1;0.50 \A1;3.81 \A1;0.65 \A1;1.81 \A1;0.65 \A1;0.98 \A1;1.68 \A1;0.59 \A1;0.55 \A1;1.08 \A1;1.28 2.16 \A1;3.81 \A1;0.50 \A1;2.21 \A1;0.50 \A1;3.81 \A1;0.65 \A1;2.01 \A1;0.20 \A1;0.65 \A1;1.11 \A1;0.55 \A1;0.59 \A1;1.08 \A1;1.28 \A1;0.98 .05 .10 2.39 2.35 \A1;1.01 \A1;0.80 \A1;0.80 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.80 \A1;1.20 \A1;0.80 \A1;1.20 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;1.20 \A1;0.50 \A1;1.20 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.70 \A1;0.70 \A1;0.50 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.70 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.40 \A1;0.80 \A1;4.60 \A1;3.80 \A1;3.80 \A1;3.80 \A1;3.80 \A1;0.50 \A1;0.40 \A1;3.80 \A1;3.80 \A1;3.80 \A1;3.80 \A1;2.70 \A1;4.45 \A1;2.45 1 \A1;3.40 x 1.70 \A1;0.35 \A1;0.25 \A1;0.80 \A1;0.25 \A1;0.50 \A1;1.60 1.31 3 ZAPATAS DE COLUMNAS C10-C14, C11-C15, C12-C16, C10-C18 1 = 20 M -161.3477368889755 -161.3477368889755 VER PLANTA DE FUNDACIONES ESTR. d3/8" @ .10 -161.3477368889755 -161.3477368889755 -161.3477368889755 -161.3477368889755 -161.3477368889755 SUELO FIRME d1/2" @ .20 A.D. d1/2" @ .15 A.D. B C -161.3477368889755 .50 .50 .50 2.20 .60 .60 .10 .10 .50 \A1;L \A1;L \A1;L \A1;L \A1;L \A1;T \A1;0.50 \A1;0.50 \A1;Dimensiones indicadas en Plano de Cimentación \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.45 \A1;0.12 \A1;0.15 \A1;0.45 \A1;0.15 \A1;0.18 \A1;0.30 \A1;0.30 \A1;0.12 \A1;3.00 .50 .25 .60 .10 .50 .50 2.20 .60 .60 .10 .10 .50 .50 2.20 1.20 2.80 3.80 2.20 .25 .25 .25 .25 2.85 18.00 4.25 3.77 10.33 1.75 .40 .25 .25 3.50 .85 .40 .40 .50 3.50 .40 .50 .85 .40 6.00 .30 3.50 .45 .40 5.95 5.95 5.95 3.50 .40 1.75 1.75 PLANO DE CIMENTACIÓN ESCALA 1 : 50 +0.00 5 5 A 1 2 3 4 9 5 5 5 B 5 6 7 8 5 5 5 5 C D E 5 5 5 +1.65 -0.69 +0.00 +0.35 -1.30 +0.00 z-1 z-1 z-1 z-1 z-11 z-1 z-2 5 5 5 5 5 5 z-2 5 5 5 5 V - C - 1 ( .20 x .60 ) V - C - 1 ( .20 x .60 ) V - C - 1 ( .20 x .60 ) V - C - 1 ( .20 x .60 ) V - C - 1 ( .20 x .60 ) V - C - 1 ( .20 x .60 ) V - C - 1 ( .20 x .60 ) V - C - 1 ( .20 x .60 ) V - C - 1 ( .20 x .60 ) V - C - 1 ( .20 x .60 ) 5 5 5 5 5 5 5 V - C - 2 ( .20 x .60 ) V - C - 2 ( .20 x .60 ) V - C - 2 ( .20 x .60 ) V - C - 2 ( .20 x .60 ) V - C - 2 ( .20 x .60 ) V - C - 2 ( .20 x .60 ) V - C - 2 ( .20 x .60 ) V - C - 2 ( .20 x .60 ) V - C - 2 ( .20 x .60 ) V - C - 2 ( .20 x .60 ) V - C - 2 ( .20 x .60 ) V - C - 2 ( .20 x .60 ) V - C - 2 ( .20 x .60 ) V - C - 2 ( .20 x .60 ) Ø 3/4" @.25 Ø 3/4" @.25 z-3 z-5 z-3 z-3 z-3 z-3 z-13 z-13 z-3 z-13 z-13 z-13 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.15 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 V - C - 1 ( .20 x .60 ) V - C - 1 ( .20 x .60 ) V - C - 1 ( .20 x .60 ) V - C - 1 ( .20 x .60 ) V - C - 1 ( .20 x .60 ) V - C - 3 ( .20 x .45 ) V - C - 3 ( .20 x .45 ) V - C - 3 ( .20 x .45 ) V - C - 3 ( .20 x .45 ) V - C - 3 ( .20 x .45 ) V - C - 3 ( .20 x .45 ) V - C - 3 ( .20 x .45 ) V - C - 3 ( .20 x .45 ) V - C - 3 ( .20 x .45 ) V - C - 3 ( .20 x .45 ) V - C - 3 ( .20 x .45 ) V - C - 3 ( .20 x .45 ) V - C - 3 ( .20 x .45 ) V - C - 3 ( .20 x .45 ) V - C - 3 ( .20 x .45 ) V - C - 3 ( .20 x .45 ) z-4 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 5 5 5 5 5 5 5 5 5 5 5 5 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 V - C - 2 ( .20 x .60 ) V - C - 2 ( .20 x .60 ) V - C - 2 ( .20 x .60 ) V - C - 2 ( .20 x .60 ) V - C - 2 ( .20 x .60 ) V - C - 2 ( .20 x .60 ) V - C - 2 ( .20 x .60 ) Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 5 5 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 5 5 Ø 3/4" @.25 Ø 3/4" @.25 5 5 Ø 3/4" @.25 Ø 3/4" @.25 5 5 Ø 3/4" @.25 Ø 3/4" @.25 V - C - 1 ( .20 x .60 ) V - C - 1 ( .20 x .60 ) V - C - 1 ( .20 x .60 ) V - C - 1 ( .20 x .60 ) 5 Ø 3/4" @.25 5 Ø 3/4" @.25 Ø 3/4" @.25 Ø 3/4" @.25 5 Ø 3/4" @.25 Ø 3/4" @.25 5 Ø 3/4" @.25 Ø 3/4" @.25 5 5 5 5 Ø 3/4" @.25 Ø 3/4" @.25 5 5 A 1 2 3 4 9 5 5 5 B 5 6 7 8 5 5 5 5 C D E 5 5 5 ENCOFRADO TECHO 1° PISO ESCALA 1 : 50 LOSA ALIGERADA h=0.200 S/C=300 Kg/m2 V-01 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-03 (.25x.50) V-03 (.25x.50) V-03 (.25x.50) V-03 (.25x.50) V-03 (.25x.50) V-03 (.25x.50) V-03 (.25x.50) V-04 (.25x.50) V-04 (.25x.50) V-04 (.25x.50) V-04 (.25x1.50) V-04 (.25x1.50) V-04 (.25x1.50) V-04 (.25x1.50) V-04 (.25x.50) V-05 (.25x.50) V-05 (.25x.50) V-05 (.25x1.50) V-05 (.25x1.50) V-05 (.25x1.50) V-05 (.25x1.50) V-05 (.25x.50) V-06 (.25x.50) V-06 (.25x.50) V-06 (.25x.50) V-07 (.25x.50) V-08 (.25x.50) V-08 (.25x.50) V-08 (.25x.50) V-08 (.20x.65) V-09 (.25x.50) V-09 (.25x.50) V-10 (.25x.50) V-10 (.25x.50) V-11 (.25x.50) V-11 (.25x.50) V-11 (.25x.50) V-12 (.25x.50) V-12 (.25x.50) V-12 (.25x.50) V-13 (.25x.50) V-13 (.25x.50) V-13 (.25x.50) V-14 (.25x.50) V-14.(.25x.50) V-15 (.25x.50) V-15 (.25x.50) V-15 (.25x.50) V-15 (.25x.50) LOSA ALIGERADA h=0.200 S/C=400 Kg/m2 LOSA MACIZA h=0.200 S/C=400 Kg/m2 V-09 (.25x.50) V-10 (.25x.50) V-11 (.25x.50) V-12 (.25x.50) V-13 (.25x.50) V-14 (.25x.50) V-16 (.20x.65) ENCOFRADO TECHO 2° PISO ESCALA 1 : 50 LOSA ALIGERADA h=0.200 S/C=100 Kg/cm2 LOSA ALIGERADA h=0.200 S/C=400 Kg/m2 LOSA MACIZA h=0.200 S/C=400 Kg/m2 ENCOFRADO TECHO 3° PISO ESCALA 1 : 50 LOSA ALIGERADA h=0.17 S/C=100 Kg/cm2 5 d3/8"@.20 MURO DE 5 ALBAÑILERIA ESCALERA 1 S/C=200 Kg/m2 5 5 5 5 5 5 5 5 5 5 5 5 VIGA 2° y 4° TRAMO 5 5 1° TRAMO 5 NFC-1.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3/8"@.20 5 5 1° TRAMO 2° TRAMO 5 5 d3/8"@.20 VIGA 5 5 5 5 3° TRAMO 5 5 5 d3/8"@ C/Paso d3/8"@ C/Paso d3/8"@ C/Paso ESCALERA 2 S/C=200 Kg/m2 5 NFC-1.00 d3/8"@.20 5 5 5 5 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@ C/Paso d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@ C/Paso d3/8"@.20 5 5 5 5 5 5 5 5 5 5 5 5 VIGA 5 NFC-1.00 NPT+1.65 5 NPT+0.00 NPT+0.00 NPT+0.00 d3/8"@ C/Paso d3/8"@.40 d3/8"@.20 5 5 5 5 5 NPT+0.00 ESCALERA 3 S/C=200 Kg/m2 5 5 5 3° TRAMO 5 5 5 5 d3/8"@.20 d3/8"@ C/Paso d3/8"@.20 5 VIGA 5 5 5 MURO DE 5 ALBAÑILERIA 5 5 5 5 5 5 5 5 5 d3/8"@.20 5 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 5 d3/8"@.20 d3/8"@.20 5 5 d3/8"@.20 d3/8"@.20 5 5 5 5 5 5 5 V-01 (.25x.50) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V-02 (.25x.50) 5 5 5 5 5 5 5 V-04 (.25x.50) 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 2 Ø 5/8" + 1 Ø 1/2" 5 5 5 5 5 5 5 5 5 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 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 2 Ø 5/8" + 1 Ø 1/2" 5 5 5 5 5 5 5 5 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" V-03 (.25x.50) 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 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" V-05 (.25x.50) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 5 CORTE - 2-2 .20 .20 dESCALERA 2 5 1d3/8" 1d1/2" 5 5 1d3/8" 5 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 1d3/8" 1d1/2" 5 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 1d3/8" 1d1/2" 5 1d3/8" 5 1d3/8" 1d1/2" 5 1d3/8" 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 1d1/2" 1d1/2" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 d3/8"@.20 5 5 d3/8"@.20 d3/8"@.20 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 5 5 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 1d1/2" 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 5 d3/8"@.20 d3/8"@.20 dESCALERA 2 dESCALERA 2 5 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 5 5 1d3/8" d3/8"@.20 5 5 1d3/8" dESCALERA 1 dESCALERA 1 V-06 (.25x.0.50) 5 2d5/8" 5 A A 5 VIGA 5 5 5 5 5 5 5 5 V-08 (.25x.50) 5 5 5 5 5 5 5 5 5 5 5 5 V-07 (.25x.50) V-09 (.25x.50) V-10 (.25x.50) 5 5 5 5 5 5 V-11 (.25x.50) 5 5 5 5 5 5 5 5 5 V-12 (.25x.50) V-13 (.25x.50) V-14 (.25x.50) 5 5 5 5 5 5 5 5 5 2 Ø 5/8" 2 Ø 3/4" 2 Ø 5/8" 2 Ø 3/4" 2 Ø 5/8" 2 Ø 3/4" 1 Ø 5/8" 1 Ø 1/2" 1 Ø 5/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 3/4" 2 Ø 3/4" 2 Ø 3/4" 2 Ø 3/4" 1 Ø 1/2" 2 Ø 5/8" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 3/4" 2 Ø 3/4" 2 Ø 3/4" 1 Ø 1/2" 5 5 5 5 5 5 5 5 1 Ø 5/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 3/4" 2 Ø 3/4" 2 Ø 3/4" 2 Ø 3/4" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 Ø 5/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 3/4" 2 Ø 3/4" 2 Ø 3/4" 2 Ø 3/4" 1 Ø 5/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 3/4" 2 Ø 3/4" 2 Ø 3/4" 2 Ø 3/4" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 Ø 5/8" 2 Ø 3/4" 1 Ø 1/2" .20 .50 CORTE - 1-1 V-06 .20 CORTE - 1-1 V-08 V-04 5 5 5 C4 C4 P2 C4 C4 P1 C4 P3 C4 C1 C1 C1 C1 C1 C1 C4 C4 C1 C1 C1 C1 C1 C1 C4 5 5 C4 C1 C1 P1 C1 C1 P1 P4 P3 C4 C4 C4 C4 C4 C4 C4 C2 C2 C4 C4 C4 P5 C3 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 H = .50 C 1 4 d 3/4"+2 d 5/8" C 2 C U A D R O D E C O L U M N A S 4 d 3/4" + 2 d 5/8" d 3/8"@.20 1 d 3/8"@.20 C 3 4 d 3/4" + 2 d 5/8" 1 d 3/8"@.20 PISO TIPO VER PLANTA 5 5 5 5 DETALLE MURO 5 1:8 + 25% P.M. (6" MAX.) N.P.T. VER PLANTA V - C - 1 f'c = 210 Kg./cm.2 C 4 2 d 3/4" + 4 d 5/8" 1 d 3/8"@.20 5 SOBRE V - C - 1 P.G. ( 8" MAX. ) CONCRETO 1:10 CON 30% 5 DETALLE TIPICO DE 5 5 5 5 .13 VER PLANTA CIMIENTO CORRIDO 5 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" 5 5 5 2 d 5/8" 2 d 5/8" 5 5 PLACA-P1 d 3/8" @.20 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 3/4"+2 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 d 3/8" @.20 d 3/8" @.20 5 5 5 5 5 5 PLACA-2 d 3/8" @.20 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 d 3/8" @.25 d 3/8" @.25 5 5 d 3/8" @.25 5 d 3/8" @.20 d 3/8" @.20 5 PLACA-3 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 d 3/8" @.25 5 5 5 5 4 d 5/8" 1 d 3/8" @.20 5 PLACA-4 4 d 5/8" 1 d 3/8" @.20 d 3/8" @.25 5 d 3/8" @.20 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 5 4 d 5/8" 1 d 3/8" @.20 d 3/8" @.20 .15 TIP. .15 TIP. .40 TIP. .20 TIP. .40 TIP. .20 TIP. SECCION-A 4 Ø 3/8" 4 Ø 3/8" COLUMNA ò PLACA ESTRUCTURAL Junta de Separacion 2 cm. 2 # 8 c / 3 hiladas DINTEL DE 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" Ø 8 mm. @.25 Ø 8 mm. @.25 Ø 8 mm. @.25 COLUMNETA DE AMARRE COLUMNETA DE AMARRE Junta de Separacion a fondo de viga ò techo 2 cm. Libre VIGA ò TECHO VIGA ò TECHO .20 TIP. .20 TIP. 5 5 1 Ø 1/2" TIP. 1 Ø 1/2" TIP. Tubo Ø 5/8" ( P.V.C. - SAP ) Tubo Ø 5/8" ( P.V.C. - SAP ) PUERTA TIPICO COLUMNETAS DE AMARRE DE TABIQUERIA NO PORTANTES ELEVACION - LA SEPARACION MAXIMA ENTRE COLUMNETAS SERA DE 3.5 m. DEBIENDO IR ADEMAS EN TODOS LOS EXTREMOS DE VANOS Y MUROS. - LOS EXTREMOS DE LAS JUNTAS SERAN RELLENADAS CON ELASTOMETRO 2 x 1 cm. ( TIPO P x 27 ò SIMILAR ) .30 TIP. H 1 @.05 @.10 = H / 6 1 @.05 @.10 = H / 6 RESTO VER CUADRO DE COLUMNAS @.15 @.15 DE ESTRIBOS EN COLUMNAS DETALLE CONCENTRACION 5 SECCION-A .15 TIP. .15 TIP. .40 TIP. .20 TIP. .40 TIP. .20 TIP. SECCION-A 4 Ø 3/8" 4 Ø 3/8" COLUMNA ò PLACA ESTRUCTURAL Junta de Separacion 2 cm. 2 # 8 c / 3 hiladas ALFEIZER COLUMNETA DE AMARRE COLUMNETA DE AMARRE VIGA ò TECHO VIGA ò TECHO VENTANA TIPICO COLUMNETAS DE AMARRE DE TABIQUERIA EN ALFEIZER ELEVACION SECCION-A Ø 8 mm.: 1@.05, 4@.10, RTO. @.20 2 Ø 3/8" 2 Ø 3/8" Ø 8 mm.: 1@.05, 4@.10, RTO. @.20 Ø 8 mm.: 1@.05, 4@.10, RTO. @.20 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 5 5 5 5 5 5 h'=Vrble. h'=Vrble. 2 Ø 5/8" 2 Ø 3/4" 2 Ø 3/4" 2 Ø 5/8" + 1 Ø 3/4" Ø 3/8" : 1 @.05, 12 @.10, 3 @.15, RTO. @.25 CONCRETO 1:12 + 30% P.G. MAX. 8" CONCRETO 1:12 + 30% P.G. MAX. 8" DETALLE UNION VIGA PERIMETRICA 5 5 N.F.P. + 7.95 A ZAPATAS N.F.Z. - 2.10 N.F.F.Z. - 3.20 SOLADO f'c = 80 Kg / cm.2 TRATAMIENTO DE TERRENO ANTES DE PROCEDER A LAS EXCAVACIONES PARA LAS CIMENTACIONES DE LAS ESTRUCTURAS COMPONENTES DEL CENTRO MEDICO SE DEBERA ELIMINAR LA MALEZA Y SUELO SUPERFICIAL CON VEGETACION. POSTERIORMENTE SE CONFORMARA EL TERRENO DE ACUERDO AL PROYECTO Y SE COMPACTARA LA SUB-RAZANTE EN UN ESPESOR DE 0.20 cm. CON RODILLO VIBRATORIO. A CONTINUACION SE COLOCARA UNA CAPA DE 0.10 ml. DE ESPESOR DE AFIRMADO COMPACTADO CON RODILLO VIBRATORIO. EL GRADO DE COMPACTACION MINIMO REQUERIDO POR LOS SUELOS SERA DE 95% DEL ENSAYO MODIFICADO. - CIMENTAR LOS CIMIENTOS, ZAPATAS AISLADAS Y VIGAS DE CIMENTACION 1.00 DEBAJO DEL NIVEL DEL TERRENO, DESPUES DE LA CONFORMACION Y COMPACTACION DE LA CAPA SUPERIOR DE AFIRMADO, SOBRE CONGLOMERADO COMPACTADO CONSTITUIDO POR GRAVA LIMO ARCILLOSA CON ARENA Y CANTOS - SE LLEGARA AL CONGLOMERADO ( GC - GM ) CON FALSAS ZAPATAS DE CONCRETO ( GC - GM ) CICLOPEO. f ' b = 100 Kg / cm. 2 JUNTA DE 1.5 cm. - UNIDAD .13 x .24 x .10 ) MAX. 25 % VACIOS , ASENTADO CON MORTERO 1 : 5 m = 40 Kg / cm. 2 ( MAMPOSTERIA LADRILLO MACIZO V t = 1.20 Kg / cm. 2 ( VER ESTUDIO DE SUELOS ) CONCRETO : f ' c = 210 Kg / cm. 2 ( a los 28 dias ) ACERO : f y = 4, 200 Kg / cm. 2 ( Grado 60 ) ESPECIFICACIONES ___ V ___ DE ARQUITECTURA. MAXIMO ESFUERZO. - EVITAR EMPALMES Y TRASLAPES EN ZONAS DE - PARA EL TRAZO DE CIMENTACION VER PLANOS - REGLAMENTO NACIONAL DE EDIFICACIONES. NOTAS GENERALES - VACEAR COLUMNETAS AMARRADAS A LOS MUROS EN FORMA DENTADA ó CON 2 ALAMBRES # 8 - CURAR CONCRETO POR VIA HUMEDA. CADA 3 HILADAS. PASAN .50 EN MURO. COLUMNAS b = .15 2.0 cm. VIGAS 3.0 cm. COLUMNAS 4.0 cm. ZAPATAS 7.0 cm. RECUBRIMIENTOS LOSAS y ALIGERADOS 2.0 cm. MUROS 4.0 cm. d 3/4" .85 .45 1.00 CUADRO DE EMPALMES fy = 4200 Kg/cm.2 LONGITUDES MINIMAS EN CENTIMETROS DE ANCLAJES DE BARRAS EN TRACCION (L.t.) TRASLAPES DE BARRAS EN TRACCION (L.e.). d 3/8" .35 .25 .45 Lt Lc Le f'c = 210 kg/cm.2 DE BARRAS EN COMPRESION (L.c.) , Y DE d 5/8" .55 .40 .70 d 1/2" .45 .30 .55 S / C = VER ENCOFRADOS d 1" .92 .55 1.15 CEMENTO = PORTLAND TIPO I 5 5 5 DETALLE VIGA DE CIMENTACION 5 1:8 + 25% P.M. (6" MAX.) N.P.T. VER PLANTA V - C - 1 f'c = 210 Kg./cm.2 5 V-C-01 P.G. ( 8" MAX. ) CONCRETO 1:10 CON 30% 5 DETALLE TIPICO DE 5 5 5 5 .13 VER PLANTA CIMIENTO CORRIDO S / C = 200 Kg./ m.2 ESPECIFICACIONES CONCRETO : f'c = 210 Kg/cm.2 (A los 28 dias) ACERO : f y = 4200 Kg/cm.2 (Grado 60) DETALLE DE ALIGERADO MALLA Ø 6 mm. @.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 LADRILLOS DE TECHO .30 x .30 x .20 PLANTA TECHO ALIGERADO DOBLE SENTIDO ( DOBLE SENTIDO ) DETALLE DE ALIGERADO Ø 6 mm. @.25 5 5 5 5 ( 1 SENTIDO ) MALLA Ø 6 mm. @.25 .15 .20 .20 .15 Ø 3/8" : RTO. @.20 Ø 3/8" : RTO. @.20 Ø 3/8" : RTO. @.20 Ø 3/8" : RTO. @.15 Ø 3/8" : RTO. @.20 Ø 3/8" : RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 4@0.05, 4@.10, 4 @.15, RTO. @.20 Ø 3/8" : 4@0.05, 4@.10, 4 @.15, RTO. @.20 Ø 3/8" : 4@0.05, 4@.10, 4 @.15, RTO. @.20 Ø 3/8" : 4@0.05, 4@.10, 4 @.15, RTO. @.20 5 Ø 3/8" : 4@.10, RTO. @.15 5 Ø 3/8" : 3@.10, 3 @ 0.15, RTO. @.20 5 Ø 3/8" : 3@.10, 3 @ 0.15, RTO. @.20 5 Ø 3/8" : 3@.05, 2 @ 0.10, 2 @.15 RTO. @.20 Ø 3/8" : 4@.10, RTO. @.15 Ø 3/8" : 3@.10, 3 @ 0.15, RTO. @.20 Ø 3/8" : 3@.05, 3 @ 0.10, 3 @ .15, RTO. @.20 5 Ø 3/8" : 4@.05, 3 @ 0.10, 3 @ .15, RTO. @.20 Ø 3/8" : 3@.10, 3 @ 0.15, RTO. @.20 Ø 3/8" : 4@.05, 3 @ 0.10, 2 @ .15, RTO. @.20 Ø 3/8" : 3@.10, 3 @ 0.15, RTO. @.20 Ø 3/8" : 4@.05, 3 @ 0.10, 2 @ .15, RTO. @.20 Ø 3/8" : 3@.10, 3 @ 0.15, RTO. @.20 Ø 3/8" : 4@.05, 3 @ 0.10, 2 @ .15, RTO. @.20 Ø 3/8" : 4@.05, 3 @ 0.10, 3 @ .15, RTO. @.20 Ø 3/8" : 4@.05, 3 @ 0.10, 3 @ .15, RTO. @.20 Ø 3/8" : 4@.05, 3 @ 0.10, 3 @ .15, RTO. @.20 Ø 3/8" : 4@.05, 3 @ 0.10, 3 @ .15, RTO. @.20 Ø 3/8" : 4@.05, 3 @ 0.10, 3 @ .15, RTO. @.20 Ø 3/8" : 4 @ 0.05, 3@.10, RTO. @.20 Ø 3/8" : 4 @ 0.05, 3@.10, RTO. @.20 Ø 3/8" : 4 @ 0.05, 3@.10, RTO. @.20 Ø 3/8" : 4 @ 0.05, 3@.10, RTO. @.20 Ø 3/8" : 3@.05, 3 @ 0.10, 3 @ .15, RTO. @.20 PLACA-5 5 5 5 5 5 5 5 5 5 d 3/8" @.25 d 3/8" @.25 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 d 3/8" @.20 d 3/8" @.20 d 3/8" @.20 z-15 z-6 z-7 z-7 z-7 z-7 z-7 z-7 z-7 z-7 z-7 z-7 z-7 z-7 z-8 z-9 z-10 5 z-12 5 5 5 z-14 A A A A A A A A A A A A A A A A A A A A A A A A B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B 2 d 3/4" +4 d 5/8" 5 V - C - 2 ( .20 x .60 ) V-01 (.25x.50) V-01 (.25x.50) V-01 (.25x.50) V-01 (.25x.50) V-01 (.25x.50) V-01 (.25x.50) V-01 (.25x.50) 5 5 5 A 1 2 3 4 9 5 5 5 B 5 6 7 8 5 5 5 5 C D E 5 5 5 V-01 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-03 (.25x.50) V-03 (.25x.50) V-03 (.25x.50) V-03 (.25x.50) V-03 (.25x.50) V-03 (.25x.50) V-03 (.25x.50) V-04 (.25x.50) V-04 (.25x.50) V-04 (.25x.50) V-04 (.25x.50) V-04 (.25x.50) V-04 (.25x.50) V-04 (.25x.50) V-04 (.25x.50) V-05 (.25x.50) V-05 (.25x.50) V-05 (.25x.50) V-05 (.25x.50) V-05 (.20x.65) V-05 (.25x.50) V-05 (.25x.50) V-06 (.25x.50) V-06 (.25x.50) V-06 (.25x.50) V-07 (.25x.50) V-08 (.25x.50) V-08 (.25x.50) V-08 (.25x.50) V-08 (.20x.65) V-09 (.25x.50) V-09 (.25x.50) V-10 (.25x.50) V-10 (.25x.50) V-11 (.25x.50) V-11 (.25x.50) V-11 (.25x.50) V-12 (.25x.50) V-12 (.25x.50) V-12 (.25x.50) V-13 (.25x.50) V-13 (.25x.50) V-13 (.25x.50) V-14 (.25x.50) V-14.(.25x.50) V-15 (.25x.50) V-15 (.25x.50) V-15 (.25x.50) V-15 (.25x.50) dESCALERA 2 5 1d3/8" 1d3/8" 5 5 1d3/8" 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 1d3/8" 5 1d3/8" 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 d3/8"@.20 5 5 d3/8"@.20 d3/8"@.20 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 1d3/8" 1d3/8" 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 5 d3/8"@.20 d3/8"@.20 dESCALERA 2 dESCALERA 2 5 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 5 5 1d3/8" d3/8"@.20 5 5 1d3/8" dESCALERA 1 dESCALERA 1 V-09 (.25x.50) V-10 (.25x.50) V-11 (.25x.50) V-12 (.25x.50) V-13 (.25x.50) V-14 (.25x.50) V-16 (.20x.65) V-01 (.25x.50) V-01 (.25x.50) V-01 (.25x.50) V-01 (.25x.50) V-01 (.25x.50) V-01 (.25x.50) V-01 (.25x.50) 5 .25 .25 .40 .20 .25 SOLADO .50 ESCALERA 1 .20 5 .20 5 5 DETALLE VIGA DE CIMENTACION 5 1:8 + 25% P.M. (6" MAX.) N.P.T. VER PLANTA V - C - 1 f'c = 210 Kg./cm.2 5 V-C-02 2 d 3/4" +4 d 5/8" SOLADO 5 .20 5 5 DETALLE VIGA DE CIMENTACION 5 1:8 + 25% P.M. (6" MAX.) N.P.T. VER PLANTA V - C - 1 f'c = 210 Kg./cm.2 5 V-C-03 2 d 3/4" +4 d 5/8" SOLADO C 1 4 d 3/4"+2 d 5/8" C 2 C U A D R O D E C O L U M N A S 4 d 3/4" + 2 d 5/8" d 3/8"@.20 1 d 3/8"@.20 C 3 4 d 3/4" + 2 d 5/8" 1 d 3/8"@.20 PISO TIPO VER PLANTA C 4 2 d 3/4" + 4 d 5/8" 1 d 3/8"@.20 5 .25 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" 5 5 5 .40 .25 2 d 5/8" 2 d 5/8" .20 .25 5 5 5 PLACA-P1 d 3/8" @.20 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 3/4"+2 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 d 3/8" @.20 d 3/8" @.20 5 5 5 5 5 5 PLACA-2 d 3/8" @.20 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 d 3/8" @.25 d 3/8" @.25 5 5 d 3/8" @.25 5 d 3/8" @.20 d 3/8" @.20 5 PLACA-3 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 d 3/8" @.25 5 5 5 5 4 d 5/8" 1 d 3/8" @.20 5 PLACA-4 4 d 5/8" 1 d 3/8" @.20 d 3/8" @.25 5 d 3/8" @.20 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 5 4 d 5/8" 1 d 3/8" @.20 d 3/8" @.20 PLACA-5 5 5 5 5 5 5 5 5 5 d 3/8" @.25 d 3/8" @.25 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 4 d 5/8" 1 d 3/8" @.20 d 3/8" @.20 d 3/8" @.20 d 3/8" @.20 5 5 .30 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 2 Ø 5/8" + 1 Ø 1/2" 5 5 5 5 5 5 5 5 5 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 1 1 1 1 1 1 1 1 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 Ø 5/8" + 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 5/8" + 1 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 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" 1 1 2 2 2 2 2 2 2 2 2 2 Ø 3/8" : RTO. @.20 Ø 3/8" : RTO. @.20 Ø 3/8" : RTO. @.20 Ø 3/8" : RTO. @.15 Ø 3/8" : RTO. @.20 Ø 3/8" : RTO. @.20 Ø 3/8" : 3@0.05, 3@.10, 3 @.15, RTO. @.20 Ø 3/8" : 4@0.05, 4@.10, 4 @.15, RTO. @.20 Ø 3/8" : 4@0.05, 4@.10, 4 @.15, RTO. @.20 Ø 3/8" : 4@0.05, 4@.10, 4 @.15, RTO. @.20 Ø 3/8" : 4@0.05, 4@.10, 4 @.15, RTO. @.20 5 5 1 Ø 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 Ø 5/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 3/4" 2 Ø 3/4" 2 Ø 3/4" 2 Ø 3/4" 5 5 5 5 5 5 Ø 3/8" : 3@.10, 3 @ 0.15, RTO. @.20 Ø 3/8" : 4@.05, 3 @ 0.10, 2 @ .15, RTO. @.20 Ø 3/8" : 4@.05, 3 @ 0.10, 3 @ .15, RTO. @.20 Ø 3/8" : 4 @ 0.05, 3@.10, RTO. @.20 5 5 5 5 5 5 5 5 5 1 Ø 5/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 3/4" 2 Ø 3/4" 2 Ø 3/4" 2 Ø 3/4" 5 5 5 5 5 5 5 Ø 3/8" : 4@.10, RTO. @.15 Ø 3/8" : 3@.10, 3 @ 0.15, RTO. @.20 Ø 3/8" : 3@.05, 3 @ 0.10, 3 @ .15, RTO. @.20 5 Ø 3/8" : 4@.05, 3 @ 0.10, 3 @ .15, RTO. @.20 5 5 5 5 5 A 1 2 3 4 9 5 5 5 B 5 6 7 8 5 5 5 5 C D E 5 5 5 V-01 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-02 (.25x.50) V-03 (.25x.50) V-03 (.25x.50) V-03 (.25x.50) V-03 (.25x.50) V-03 (.25x.50) V-03 (.25x.50) V-03 (.25x.50) V-04 (.25x.50) V-04 (.25x.50) V-04 (.25x.50) V-04 (.25x1.50) V-04 (.25x1.50) V-04 (.25x1.50) V-04 (.25x1.50) V-04 (.25x.50) V-05 (.25x.50) V-05 (.25x.50) V-05 (.25x1.50) V-05 (.25x1.50) V-05 (.25x1.50) V-05 (.25x1.50) V-05 (.25x.50) V-06 (.25x.50) V-06 (.25x.50) V-06 (.25x.50) V-07 (.25x.50) V-08 (.25x.50) V-08 (.25x.50) V-08 (.25x.50) V-08 (.20x.65) V-09 (.25x.50) V-09 (.25x.50) V-10 (.25x.50) V-10 (.25x.50) V-11 (.25x.50) V-11 (.25x.50) V-11 (.25x.50) V-12 (.25x.50) V-12 (.25x.50) V-12 (.25x.50) V-13 (.25x.50) V-13 (.25x.50) V-13 (.25x.50) V-14 (.25x.50) V-14.(.25x.50) V-15 (.25x.50) V-15 (.25x.50) V-15 (.25x.50) V-15 (.25x.50) dESCALERA 2 5 1d3/8" 1d1/2" 5 5 1d3/8" 5 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 1d3/8" 1d1/2" 5 1d3/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 1d3/8" 1d1/2" 5 1d3/8" 5 1d3/8" 1d1/2" 5 1d3/8" 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 1d1/2" 1d1/2" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 d3/8"@.20 5 5 d3/8"@.20 d3/8"@.20 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 1d3/8" 1d1/2" 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 5 d3/8"@.20 d3/8"@.20 dESCALERA 2 dESCALERA 2 5 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 5 5 1d3/8" d3/8"@.20 5 5 1d3/8" dESCALERA 1 dESCALERA 1 V-09 (.25x.50) V-10 (.25x.50) V-11 (.25x.50) V-12 (.25x.50) V-13 (.25x.50) V-14 (.25x.50) V-16 (.20x.65) V-01 (.25x.50) V-01 (.25x.50) V-01 (.25x.50) V-01 (.25x.50) V-01 (.25x.50) V-01 (.25x.50) V-01 (.25x.50) ESCALERA 1 H=0.50 ZAPATAS Z-1 (COMBINADAS) ESTR. d3/8" @ .15 SUELO FIRME d3/4" @ .20 AMBOS LADOS B C 5 5 5 ZAPATA COMBINADA \A1;3.80 x 2.20 5 5 5 5 5 5 COLUM TRASLAPES Y EMPALMES 90 70 120 60 1" 3/4" 50 - 40 60 30 50 40 30 5/8" 1/2" 3/8" 8 mm 6 mm (cm) (cm) VIGAS LOSAS d NO SE PERMITIRAN ESTRIBOS 2.0 cm 1.5 cm Rmax 15 cm 10 cm L L L 3/8" 1/4" Ø L L MISMA SECCION ARMADURA EN UNA DEL 50% DE LA NO SE EMPALMARAN MAS TERCIO CENTRAL SE UBICARAN EN EL LOS EMPALMES L LA COLUMNA O APOYO VIGA A CADA LADO DE DE LUZ DE LA LOSA O UNA LONGITUD DE 1/4 SUPERIOR (NEGATIVO) EN EMPALMES DEL REFUERZO COLUMNAS LOSAS Y VIGAS L 1/2" H EN COLUMNAS Y PLACAS EMPALME DE REFUERZO VERTICAL COMO MAXIMO 50% DEL REFUERZO NOTA.- ALTERNAR LOS EMPALMES EN DIFERENTES PISOS Y EMPALMAR H/6 Le 2H/3 .55 5/8" Le(m) H/6 Le .40 3/8" d .45 .65 3/4" s/cuadro @.15 s/cuadro EN COLUMNAS CONCENTRACION DE ESTRIBOS Resto Resto ESCALA: 1/25 @.15 REMATE DE COLUMNAS .30 .30 s/cuadro Resto ESC S/E 1 3/8":2@.05 4@.10, 2@0.15 rto.@.25 1 3/8":2@.05 4@.10, 4@0.15 rto.@.25 ø SUPERIOR EMPALMAR EN DIFERENTES PARTES TRATANTO DE HACER LOS EMPALMES FUERA DE LA ZONA DE CONFINAMIENTO LONGITUD DE EMPALME PARA VIGAS Y LOSAS h < 0.30 Kg/cm2 0.50 0.55 0.70 0.85 1.50 f'c = 210 Kg/cm2 0.50 ø INFERIOR # ø 3/8" 3 NOM. h CUALQUIERA VALORES DE m 0.55 1/2" 4 0.70 0.85 1.50 5/8" 5 3/4" 6 1" 8 fy = 4,200 Kg/cm2 f'c = 210 h > 0.30 f'c = 210 Kg/cm2 0.50 0.80 0.95 1.20 2.15 NOTA : EN COLUMNAS LONGITUD DE EMPALME 0.70 0.55 0.50 5/8" 1/2" 3/8" 1.50 0.85 1" 3/4" COLUMNAS LONG. DE EMPALME (Ie) EN f'c = 210 Kg/cm2 ø .85 3/4" 5/8" 50% DE LAS BARRAS. NOTA.- EMPALMAR COMO MAXIMO L .65 1" 1.45 LONGITUD DE EMPALME (L) EMPALME DE REFUERZO VERTICAL EN COLUMNAS Y PLACAS d DE COLUMNA,PLACA ó VIGA DETALLE DE PAQUETE DE VARILLAS (TIPICO) a(cm.) r(cm.) ESPECIFICADO DETALLE DE DOBLADO r 45° a 45° ESPECIFICADO 1.3 2.5 2.0 d 1/2" 3/8" 1/4" 6.5 12.5 10.0 * SE EMPALMARA SOLO UNA BARRA DE CADA PAQUETE MONTAJE, AMARRANDO LAS VARILLAS CON ALAMBRE PUNTOS DE TRASLAPE NO SERA MENOR QUE 1.50m. NUMERO 16, CADA 30cms. EN CADA PUNTO CON LA LONGITUD DE TRASLAPE INDICADA PARA COLUMNAS, LA SEPARACION ENTRE * LOS PAQUETES SERAN ENSAMBLADOS ANTES DEL PROCEDIMIENTO DE ESTRIBOS 1 3/8":2@.05 4@.10, 4@0.15 rto.@.25 (VARIABLE VER CUADRO DE COLUMNAS) (VARIABLE VER CUADRO DE COLUMNAS) (VARIABLE VER CUADRO DE COLUMNAS) DETALLE DE CIMIENTOS ESCALA: 1/25 CORRIDOS N.P.T. + 0.12 Recubrimiento e=4cm T f'c = 210 Kg/m2 5 5 en planta ds Indicados Dimensiones indicadas en Plano de Cimentación TIPICO DE COLUMNA ESCALA 1/25 Y ZAPATA CENTRICA 5 5 5 NTN= ± 0.00 d 3/8" @ .15 DETALLE DE ANCLAJE (VER CUADRO DE COLUMNAS) NFC=-0.85m CORRIDO (1/10 + 30% P.G.) 5 CORTE A-A SOBRE CIMIENTO f'c=175kg/cm2 CIMIENTO 5 5 5 NTN= ± 0.00 NPT= ± 0.00 1:8 + 25% PG TM 3" 5 SOLADO 1/12 NPT= + 0.12 NFC= -0.85m CORRIDO (1/10 + 30% P.G.) 5 CIMIENTO 5 Ladrillo Tipo IV 5 5 CORTE B-B NTN= ± 0.00 NPT= + 0.12 5 SOBRE CIMIENTO f'c=175kg/cm2 1:8 + 25% PG TM 3" \A1;h=variable \A1;0.70 \A1;0.40 \A1;0.40 \A1;0.70 .05 DETALLE TIPICO ALIGERADO h=.17 .15 .10 .10 .30 .20 ACERO TEMPERATURA d1/4" @.25 5 ZAPATAS Z-3 \A1;2.80 x 1.20 SUELO FIRME d3/4" @ .15 AMBOS LADOS 2 5 5 ZAPATA COMBINADA 5 5 ZAPATAS Z-1 (COMBINADAS) \A1;3.80 x 2.20 ESTR. d3/8" @ .15 SUELO FIRME d3/4" @ .15 AMBOS LADOS B C 5 5 5 ZAPATA COMBINADA 5 5 5 5 5 5 Ø 3/4" @.15 Ø 3/4" @.15 ZAPATAS Z-3 VIGA DE CIMENTACION VIGA DE CIMENTACION 5 5 5 Ø 3/4" @.15 Ø 3/4" @.15 ZAPATAS Z-1 5 5 5 5 .20 .50 CORTE - 1-1 V-02 5 .20 .50 CORTE - 1-1 V-01 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 MURO DE SOSTENIMIENTO TIPO JUNTA DE DILATACION JUNTA DE DILATACION JUNTA DE DILATACION MURO DE SOSTENIMIENTO TIPO 5 5 5 5 JUNTA DE DILATACION MURO DE SOSTENIMIENTO TIPO MURO DE SOSTENIMIENTO TIPO JUNTA DE DILATACION 5 5 5 5 5 d 5/8" @ 0.25 \LCORTE A-A MURO DE SOSTENIMIENTO TIPO 5 5 5 5 5 5 CIMENTACION DE MUROS PANTALLA DE MUROS P A N T A L L A D E L M U R O BASE DE LA CIMENTACION CIMENTACION 5 5 5 5 5 5 5 5 1.75 5 5 5 A A A A A A A A A A A A 5.95 d 1/2" @ 0.25 d 3/8" @ 0.20 5.95 5 5 CIMENTACION DE MUROS PANTALLA DE MUROS ACERO HORIZONTAL AMBOS LADOS d 3/8" @ 0.20 ACERO VERTICAL AMBOS LADOS d 1/2" @ 0.25 \LARMADO DE ACEROS EN PANTALLA MURO DE SOSTENIMIENTO TIPO 5 5 \LARMADO DE ACEROS EN CIMENTACION MURO DE SOSTENIMIENTO TIPO ISOMETRICO DE MURO DE SOSTENIMIENTO TIPO. \LVISTA FRONTAL MURO DE SOSTENIMIENTO TIPO 5.95 5.95 ZOLADO ZOLADO d 5/8" @ 0.25 d 5/8" @ 0.25 ESC: 1/25 ESC: 1/25 ESC: 1/25 ESC: 1/25 ESC: 1/25

Language	Spanish
Drawing Type	Detail
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	assorted, attention, autocad, center, constructive, DETAIL, drawings, DWG, health, located, medical, medical center, student, technical, university