Classrooms Module – Structure Seismoresistant DWG Detail for AutoCAD

Classrooms Module – Structure Seismoresistant DWG Detail for AutoCAD

Classrooms module secondary education. Foundation plan. Foundations calendar detail. Detail foundation beams. Shoes detail. Staircase detail. Technical specifications.

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

roof, brick pastry, bathroom, construction, delmas, date :, plane :, owner :, project:, sheet :, drawing :, scale :, professional :, mr. luis davila, rojar, arquitecrura, delfin m. avila sandoval, unfamiliar, industrial, and progressive housing, district, lightened isometric detail, brick, finished thickness, structural thickness, coating, specified, in columns and beams, folding detail of abutments, column d, plate or beam, or plate, detail for stirrups, typical detail of lightened, splices for overlap in beams, location of joints, for overlaps in beams, location of joints, total in a section., reinforcement, area of ​​junction, for overlaps for beams, in case not to be spliced ​​in areas, areas, increase the length of splicing, indicated or with the specific percentages, overlap splices, beam, along the length of splice., length of development in, beams and slabs lightened, banked, flat , typical anchorage of beams, minimum r, column, minimum radius of bending, cut vc, column, affirmed compacted, false floor, level of finished floor, reinforced surplus, -maximum displacement of mezzanine :, columns, thief illo clay tambourine, -cercos, -structural system, -seismic force parameters, -scalera, -corredores, -ulas, -tabiques, -mortero, cistern, stairs, slabs, -ciclopeo -sations, -beams, -overbreeding, – foundation beams, overburden, foundations, stairs, -recoverings :, load-bearing walls, -zapatas, -cisterna, -losas, -acero, -cemento:, clay brick type iv min., portland type ms, technical specifications , -concrete armed in:, footings, foundation beams, -number of design floors:, major side, minor side, see floor, level, type, section, iron, stirrups, staircase: i section, staircase: ii section, lightweight slab, vertical reinforcement splice, in columns and plates, different floors and splicing, note.- toggle the joints in, standard hook, minimum extension., minimum radius of bending for bars, length of development for, length of, development, filling with compacted own material, vc, sobrecimiento, beam vp, lightened slab, vent ana, zapata, npt, corrido foundation, concrete ciclopeo, foundation beam, staircase: ii-iv-vi section, structural detail of stairs, staircase: iii-v section, sobrecimiento, vv, v – e, v-ch, classroom , ss.hh. males, c-a, hall

Raw text data extracted from CAD file:

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AVILA SANDOVAL VIVIENDA UNFAMILIAR 10.73 3.05 4.03 0.35 1.2 10.20 2.00 11.2 2.85 0.15 2.00 0.15 4.75 0.15 10.20 0.15 1.10 0.15 3.25 0.15 2.45 0.15 1.00 0.15 14.00 0.15 7.40 15.30 11.20 33.90 0.15 0.85 0.15 2 2.95 0.95 1.15 0.9 0.03 12.15 0.03 1 5 6 9 P O R V E N I R L E D E L C A L Z A D O L A T I P A C INDUSTRIAL Y PROGRESISTA DISTRITO DETALLE ISOMETRICO ALIGERADO Ø1/4" @ 0.25 (TEMPERATURA) 30 x 30 x15 LADRILLO DE .15 .05 .085 .165 .25 CONCRETO f'c= 210 Kg/cm2. VIGÜETA 1 : 6 : 4 ESC:1/20 .20 Espesor acabado Espesor estructural a 45° RECUBRIMIENTO ESPECIFICADO r r 45° EN COLUMNAS Y VIGAS DETALLE DE DOBLADO DE ESTRIBOS 1/4" d 6.5 1.3 a(cm.) r(cm.) 3/8" 1/2" 10.0 13.0 2.0 2.5 d DE COLUMNA, PLACA ó VIGA r r a d DE COLUMNA, o PLACA 5/8" 16.0 3.2 DETALLE PARA ESTRIBOS DETALLE TIPICO DE ALIGERADO LADRILLO .30x.30x.15 TEMPERATURA (ø 1/4" @ .25) ESC : 1/10 f'c = 210 kg/cm2 0.4000000000000909 0.3999999999996362 0.0499999999999705 5 5 5 5 5 0.1499999999999222 5 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.10 \A1;.40 \A1;.40 \A1;.05 \A1;.15 \A1;.20 EMPALMES POR TRASLAPE EN VIGAS UBICACIÓN DE EMPALMES PARA TRASLAPES EN VIGAS UBICACION DE EMPALMES total en una sección. RS \A1;L/3 E \A1;L/4 \A1;L/4 \A1;E 3/4" Refuerzo 75 RS 90 55 55 70 RI 45 12mm y 1/2" (cm) 5/8" d 8mm y 3/8" RI = REFUERZO INFERIOR RS = REFUERZO SUPERIOR VALORES DE "E" EN VIGAS ZONA DE EMPALME PARA TRASLAPES PARA VIGAS NOTAS 1: No empalmar más del 50% del área En caso de no empalmarse en las zonas cados, aumentar la longitud de empalme en un 30% o consultar al Proyectista. indicadas o con los porcentajes especifi- EMPALMES POR TRASLAPE \A1;L/4 VIGA RI \A1;L/4 ZONA DE EMPALME \A1;L 110 180 85 140 1" Colocar estribos adicionales d3/8"@0.10m. en toda la longitud de empalme. LONGITUD DE DESARROLLO EN VIGAS y LOSAS ALIGERADAS PERALTADAS \A1;.15 \A1;.05 \A1;e CHATAS \A1;.15 \A1;e d 1" ANCLAJE TIPICO DE VIGAS .55 e 3/4" .40 5/8" .35 1/2" .30 3/8" .20 r MINIMO VIGA COLUMNA 56 cm 42 cm 35 cm 28 cm d a RADIO MINIMO DE DOBLEZ a 5 cm 6 cm 4 cm 5 cm 1/2" 5/8" 3/4" 1" 21 cm 3 cm 3/8" a \A1;0.30 \A1;Variable \A1;0.60 \A1;0.10 \A1;1.80 \A1;0.55 \A1;0.05 \A1;1.50 \A1;0.30 \A1;0.50 ESC: 1/20 \LDETALLE DE ANCLAJE DE COLUMNA EN ZAPATA CORRIDA d 1/2" @ 0.20 ( 0.25 x 0.90) CORTE V-C NFZ= + 1.70 -289.0754042028106 -289.0754042028106 concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna NPT= + 3.00 -289.0754042028106 -289.0754042028106 -289.0754042028106 Afirmado Compactado Afirmado Compactado Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 3@ 0.10, 3@ 0.15 Falso Piso Falso Piso NFFZ= + 1.20 -289.0754042028106 -289.0754042028106 -289.0754042028106 -289.0754042028106 -289.0754042028106 \W6.72509; Zapata Corrida \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") d 5/8" @ 0.20 NTN= + 2.85 Nivel de Piso Terminado Nivel de Piso Terminado NAC= + 2.30 d 1/2" @ 0.20 d 5/8" @ 0.20 \A1;0.30 \A1;0.60 \A1;0.10 \A1;1.80 \A1;0.55 \A1;0.05 \A1;1.50 \A1;0.30 \A1;0.50 \A1;0.25 ESC: 1/20 d 1/2" @ 0.20 NFZ= + 1.70 -284.0413674890746 NPT= + 3.00 -284.0413674890746 -284.0413674890746 -284.0413674890746 Afirmado Compactado Afirmado Compactado Falso Piso Falso Piso NFFZ= + 1.20 -284.0413674890746 -284.0413674890746 -284.0413674890746 -284.0413674890746 -284.0413674890746 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") d 5/8" @ 0.20 NTN= + 2.85 Nivel de Piso Terminado Nivel de Piso Terminado NAC= + 2.30 d 1/2" @ 0.20 d 5/8" @ 0.20 Ladrillo KK (cabeza) -284.0413674890746 d 3/8" @ 0.25 d 3/8" @ 0.25 \LCORTE 1 - 1 Sobrecimiento Armado \A1;0.30 \A1;0.60 \A1;0.10 \A1;1.80 \A1;0.55 \A1;0.05 \A1;1.50 \A1;0.50 \A1;0.15 ESC: 1/20 d 1/2" @ 0.20 NFZ= + 1.70 -289.0754042028106 NPT= + 3.00 -289.0754042028106 -289.0754042028106 -289.0754042028106 Afirmado Compactado Afirmado Compactado Falso Piso Falso Piso NFFZ= + 1.20 -289.0754042028106 -289.0754042028106 -289.0754042028106 -289.0754042028106 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") d 5/8" @ 0.20 NTN= + 2.85 Nivel de Piso Terminado Nivel de Piso Terminado NAC= + 2.30 d 1/2" @ 0.20 d 5/8" @ 0.20 Ladrillo KK (cabeza) -289.0754042028106 d 3/8" @ 0.25 \LCORTE 2 - 2 ( 0.25 x 0.90) CORTE V-C \A1;0.15 \A1;0.05 \A1;0.25 \A1;0.80 \A1;1.20 \A1;0.10 \A1;0.60 \LCC - 1 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) -289.6813414925815 -289.6813414925815 -289.6813414925815 -289.6813414925815 -289.6813414925815 Falso Piso Falso Piso -289.6813414925815 -289.6813414925815 Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") Capacidad portante minima de 200 kg/cm² NFC. + 1.80 NPT + 3.00 Afirmado Compactado Afirmado Compactado Nivel de Piso Terminado Nivel de Piso Terminado Sobrecimiento Armado Concreto f'c: 175 kg/cm² \A1;1.20 \A1;0.10 \A1;0.60 \A1;0.05 \A1;0.25 \A1;0.80 \LCC - 2 -289.6813414925815 -289.6813414925815 -289.6813414925815 -289.6813414925815 Falso Piso -289.6813414925815 -289.6813414925815 Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") Capacidad portante minima de 200 kg/cm² NFC. + 1.80 NPT + 3.00 Afirmado Compactado Nivel de Piso Terminado \A1;0.10 \A1;0.25 \A1;0.90 \A1;0.50 \A1;1.80 \A1;0.05 \A1;0.10 \A1;0.25 \A1;0.10 \A1;0.45 \LDETALLE EN CORTE VIGA DE CIMENTACION V-C (0.25 x 0.90) ESC: 1/20 3 d 3/4" -290.2419307887081 -290.2419307887081 -290.2419307887081 -290.2419307887081 -290.2419307887081 Afirmado Compactado Nivel de Piso Terminado Falso Piso 2 d 1/2" 3 d 3/4" NFZ= + 1.70 NPT= + 3.00 NFFZ= + 1.20 NTN= + 2.85 NAC= + 2.30 -290.2419307887081 -290.2419307887081 -290.2419307887081 -290.2419307887081 -290.2419307887081 \W8.57474; \U+2205 3/8" : 2 @ 0.05 \W8.57474; :5 @ 0.10 \W8.57474; :R @ 0.25 c/e -MÁXIMO DESPLAZAMIENTO DE ENTREPISO: XX=0.30 cm YY=0.05 cm Y X C:H :: 1:8 + 25% P.M. max. 3" C:H :: 1:10 + 30% P.G. max. 8" XX : PORTICOS DE CONCRETO ARMADO (MAYOR LONGITUD ) 9cm x 14cm x 24cm 9cm x 14cm x 24cm 9cm x 14cm x 24cm f'c=210 kg/cm2 COLUMNAS LADRILLO PANDERETA DE ARCILLA -CERCOS 5.CONSIDERACIONES SISMORRESISTENTES Z=0.4 , U=1.5 , S=1.2 , Tp=0.60 seg. , Rx=8, Ry=8 -SISTEMA ESTRUCTURAL -PARÁMETROS DE FUERZA SÍSMICA -ESCALERA -CORREDORES -AULAS 4.SOBRECARGAS -TABIQUES -MORTERO 300 kg/m2 LADRILLO PANDERETA DE ARCILLA CEMENTO:ARENA :: 1:4 CISTERNA ESCALERAS LOSAS -CIMIENTOS CICLOPEO: VIGAS -SOBRECIMIENTO -VIGAS DE CIMENTACION SOBRECIMIENTOS CIMIENTOS CORRIDOS -ESCALERAS -RECUBRIMIENTOS: -MUROS PORTANTES -ZAPATAS -CISTERNA -LOSAS -ACERO -CEMENTO: 2.MAMPOSTERÍA f'c=210 kg/cm2 f'c=210 kg/cm2 4.0 cm 4.0 cm fy=4200 kg/cm2 LADRILLO DE ARCILLA TIPO IV MIN. 7.5 cm 2.5 cm 2.0 cm. PORTLAND TIPO MS SOBRECIMIENTOS ESPECIFICACIONES TECNICAS -CONCRETO ARMADO EN: ZAPATAS VIGAS DE CIMENTACION 1.CONCRETO f'c=175 kg/cm2 f'c=280 kg/cm2 f'c=280 kg/cm2 03 -NUMERO DE PISOS DE DISEÑO: f'c=175 kg/cm2 * 3.0 cm C:H :: 1:12 + 35% P.G. max. 8" FALSAS ZAPATAS Y/O CIMIENTOS fb = 105 kg/cm2 f'm = 55 kg/cm2 V'm = 7.1 kg/cm2 COLUMNETAS ( C-A ) f'c=210 kg/cm2 f'c=210 kg/cm2 400 kg/m2 400 kg/m2 -COLUMNAS Y VIGAS ( b=0.25 ) 4.0 cm. -COLUMNAS Y VIGAS ( b=0.15 ) 2.5 cm. YY : PORTICOS DE CONCRETO ARMADO (MAYOR LONGITUD ) LADO MAYOR LADO MENOR \A1;0.25 \A1;0.15 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.60 \A1;0.15 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.40 \A1;R0.20 \A1;d 0.40 4 d 3/8" R= 2.5 cm. d 1/4" :1\fArial|b0|i1|c238|p34; @ 0.\fArial|b0|i1|c0|p34;05 \LC - A Ver Planta -292.3054323426073 -292.3054323426073 :R \fArial|b0|i1|c238|p34;@ 0.20 C/E ESCALA: 1/20 CUADRO DE COLUMNAS f'c: 210 Kg/cm2 NIVEL TIPO SECCION FIERRO ESTRIBOS \LC - 1 RECUBRIMIENTO R= 2.5 cm 8 d 3/4" 9 d 3/4" + 6 d 5/8" \LC - 2 Ver Planta Ver Planta -292.3054323426073 -292.3054323426073 -292.3054323426073 -292.3054323426073 -292.3054323426073 -292.3054323426073 d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E R= 2.5 cm d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E \LC - 3 R= 2.5 cm Ver Planta \LC - 4 Ver Planta -292.3054323426073 -292.3054323426073 6 d 5/8" R= 2.5 cm 3 d 5/8" 3 d 5/8" 3 d 3/4" 3 d 3/4" 3 d 3/4" 6 d 5/8" d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E -292.3054323426073 -292.3054323426073 d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E \LC - 5 Ver Planta \W1.05155; \A1;8 Ø 3/4" + 2\A1; \U+00D8 \A1;5/8\A1;" R= 2.5 cm d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E \LC - 6 Ver Planta R= 2.5 cm 4 d 3/4" 4 d 3/4" 2 d 5/8" -292.3054323426073 ZUNCHO: @ 0.20 -292.3054323426073 \W1.19072; \A1;4 Ø 3/4" + 4\A1; \U+00D8 \A1;5/8\A1;" d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E 2 d 3/4" 2 d 3/4" 2 d 5/8" 2 d 5/8" -292.3054323426073 \A1;0.30 \A1;0.25 \A1;0.60 \A1;0.10 \A1;1.80 \A1;0.55 \A1;0.05 \A1;1.50 \A1;0.30 \A1;0.50 ESC: 1/20 \LDETALLE DE ANCLAJE DE COLUMNA EN ZAPATA TIPICA NFZ= + 1.70 -299.1140332529577 -299.1140332529577 concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna NPT= + 3.00 -299.1140332529577 -299.1140332529577 -299.1140332529577 Afirmado Compactado Afirmado Compactado Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 3@ 0.10, 3@ 0.15 Falso Piso Falso Piso NFFZ= + 1.20 -299.1140332529577 -299.1140332529577 -299.1140332529577 -299.1140332529577 -299.1140332529577 \W6.72509; Zapata \W9.96134; Concreto f'c:210 kg/cm² \W7.54296; dosif. 1:2:2 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") d 5/8" @ 0.20 NTN= + 2.85 Nivel de Piso Terminado Nivel de Piso Terminado NAC= + 2.30 d 5/8" @ 0.20 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.90 \A1;0.80 \A1;0.80 \A1;0.05 \A1;0.10 \A1;0.65 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.15 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) -270.2823954605669 d 3/8" @ 0.20\H0.7081x;\C256; d 1/2" @ 0.15 -270.2823954605669 -270.2823954605669 d 1/2" @ 0.15\H0.7081x;\C256; d 3/8" @ 0.20 ESCALERA: I TRAMO S/C = 500 Kg/cm2 NPT= + 3.00 NPT= + 3.00 -270.2823954605669 -270.2823954605669 -270.2823954605669 Zapata de escalera Cimiento dosif. 1:10 + 30% P.G. (máximo 6") d 3/8" @ 0.20 -270.2823954605669 -270.2823954605669 -270.2823954605669 Afirmado Compactado Falso Piso d 1/2" @ 0.15\H0.7081x;\C256; d 1/2" @ 0.15\H0.7081x;\C256; -270.2823954605669 -270.2823954605669 -270.2823954605669 -270.2823954605669 -270.2823954605669 -270.2823954605669 -270.2823954605669 -270.2823954605669 -270.2823954605669 -270.2823954605669 -270.2823954605669 -270.2823954605669 -270.2823954605669 -270.2823954605669 -270.2823954605669 Afirmado Compactado Falso Piso -270.2823954605669 -270.2823954605669 \A1;0.15 \A1;0.15 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.20 \A1;0.15 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) -270.7083728431749 -270.7083728431749 ESCALERA: II TRAMO S/C = 500 Kg/cm2 LOSA ALIGERADA -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 d 3/8" @ 0.20 d 1/2" @ 0.15\H0.7081x;\C256; d 3/8" @ 0.20 d 1/2" @ 0.15\H0.7081x;\C256; d 1/2" @ 0.15\H0.7081x;\C256; d 1/2" @ 0.15\H0.7081x;\C256; d 1/2" @ 0.15\H0.7081x;\C256; d 1/2" @ 0.15\H0.7081x;\C256; d 3/8" @ 0.20 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 EMPALME DE REFUERZO VERTICAL EN COLUMNAS Y PLACAS H/6 2H/3 H/6 Le Le d .40 .55 .45 3/8" 5/8" 1/2" .65 3/4" 1" 1.20 Le(m) DIFERENTES PISOS Y EMPALMAR COMO MAXIMO 50% DEL REFUERZO NOTA.- ALTERNAR LOS EMPALMES EN Ø long.(m) 12db (m) r (cm) 5/8" 1/2" 3/8" 3/4" 0.35 0.28 0.21 0.20 0.15 0.12 0.42 0.25 5.0 4.0 3.0 6.0 12db GANCHO ESTANDAR, EXTENSIÓN MÍNIMA. RADIO MÍNIMO DE DOBLADO PARA BARRAS LONGITUD DE DESARROLLO PARA LONGITUD DE DESARROLLO r r f'c=210 kg/cm2 0.25 4.2 0.25 4.52 0.6 3.88 0.6 3.88 0.6 3.88 0.6 4.05 0.25 4.21 0.25 4.58 4.95 4.48 4.48 4.48 4.48 4.58 32.01 0.4 4.57 0.4 2.1 0.25 4.15 0.4 5.17 2.43 4.67 12.27 0.4 4.57 0.4 2.1 0.25 4.15 0.4 5.17 2.43 4.67 12.27 0.25 4.2 0.25 2.35 0.6 3.88 0.6 3.88 0.6 3.88 0.6 2.34 0.25 4.21 0.25 4.58 2.6 4.48 4.48 4.48 2.59 4.58 32.01 0.25 1.92 2.35 0.25 1.46 1.88 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.25 \A1;0.10 \A1;0.45 \A1;0.15 \A1;0.25 \A1;0.40 \A1;0.60 \A1;2.10 \A1;0.50 \A1;0.50 \A1;0.60 \A1;0.50 \A1;0.20 -202.8842323044765 -202.8842323044765 Afirmado Compactado Nivel de Piso Terminado Relleno con Material Propio Compactado Falso Piso Afirmado Compactado Nivel de Piso Terminado Relleno con Material Propio Compactado Falso Piso Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 \W8.57474; \U+2205 3/8" : 2 @ 0.05 \W8.57474; :8 @ 0.10 \W8.57474; :R @ 0.25 c/e V-C 3 d 3/4" 2 d 1/2" 3 d 3/4" 3 d 3/4" 3 d 3/4" 2 d 1/2" -202.8842323044765 -202.8842323044765 -202.8842323044765 -202.8842323044765 -202.8842323044765 -202.8842323044765 -202.8842323044765 -202.8842323044765 -202.8842323044765 NFZ= + 1.40 NPT= + 3.00 Afirmado Compactado Relleno con Material Propio Compactado NFC= + 0.90 Nivel de Piso Terminado Falso Piso 3 d 3/4" 3 d 3/4" 2 d 1/2" concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna \W6.80756; Columna \W6.80756; Concreto f'c: 210 kg/cm² \W6.85052; dosif. 1:2:2 ESC: 1/20 \LDETALLE DE VIGA DE CIMENTACION V-C (0.25 x 0.40) \LDETALLE EN CORTE VIGA DE CIMENTACION V-C (0.25 x 0.40) ESC: 1/20 NFZ= + 2.00 d 1/2" @ 0.20 d 5/8" @ 0.20 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 d 1/2" @ 0.20 d 5/8" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") -202.8842323044765 -202.8842323044765 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 dosif. 1:2:2 Columna \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 d 1/2" @ 0.20 d 5/8" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") NFZ= + 1.40 NPT= + 3.00 NFC= + 0.90 NFZ= + 2.00 -202.8842323044765 ( 0.25 x 0.40) CORTE V-C ( 0.25 x 0.40) CORTE V-C ESC: 1/20 \LDETALLE DE ANCLAJE DE ZAPATA -202.8842323044765 -202.8842323044765 \A1;0.25 \A1;2.80 \A1;0.40 \A1;1.10 \A1;1.70 \A1;0.40 \A1;0.20 \A1;3.40 \A1;0.05 \A1;0.10 \A1;0.20 \A1;0.40 \A1;0.60 \A1;1.60 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) 4 d 3/8" d 1/4" : @ 0.20 C/E 4 d 3/8" d 1/4" : @ 0.20 C/E Sobrecimiento Falso Piso Afirmado Compactado Viga VP Losa Aligerada -195.1420271118696 -195.1420271118696 VENTANA -195.1420271118696 -195.1420271118696 -195.1420271118696 Junta de Dilatacion e=1" Junta de Dilatacion e=1" Zapata -195.1420271118696 -195.1420271118696 -195.1420271118696 -195.1420271118696 -195.1420271118696 -195.1420271118696 ESC: 1/20 \LDETALLE DE AMARRE DE MANPOSTERIA Columna Columna N.P.T. -195.1420271118696 Relleno con Material Propio Compactado Zapata -195.1420271118696 -195.1420271118696 dosif. 1:10 + 30% P.G. (maximo 8") Cimiento Corrido concreto ciclopeo \W7.07474; Columna (C - A) Concreto f'c: 175 kg/cm² \W5.68814; dosif. 1:2.5:2.5 \W7.07474; Columna (C - A) Concreto f'c: 175 kg/cm² \W5.68814; dosif. 1:2.5:2.5 \W1.63918; Viga de Amarre (V - A) Concreto f'c: 175 kg/cm² \W5.68814; dosif. 1:2.5:2.5 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") \W8.57474; \U+2205 3/8" : 2 @ 0.05 \W8.57474; :8 @ 0.10 \W8.57474; :R @ 0.25 c/e V-C 4 d 3/8" d 1/4" : @ 0.20 C/E \A1;2.20 \A1;0.60 \A1;0.40 \A1;0.20 \A1;3.40 \A1;0.05 \A1;0.10 \A1;0.20 \A1;0.40 \A1;0.60 \A1;1.60 \A1;0.25 \A1;2.80 \A1;0.40 ESC: 1/20 DETALLE DE AMARRE DE MANPOSTERIA CONDE AMARRE DE MANPOSTERIA CON \W5.00966; \LCOLUMNETAS Y VIGA DE AMARREY VIGA DE AMARRE \W9.61040; (Ventana Alta) Viga de Cimentacion dosif. 1:2:2 concreto f'c: 210 kg/cm2 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) 4 d 3/8" d 1/4" : @ 0.20 C/E 4 d 3/8" d 1/4" : @ 0.20 C/E 4 d 3/8" d 1/4" : @ 0.20 C/E Sobrecimiento Falso Piso Afirmado Compactado Viga VP Losa Aligerada -195.1420271118696 -195.1420271118696 VENTANA -195.1420271118696 -195.1420271118696 -195.1420271118696 Junta de Dilatacion e=1" Junta de Dilatacion e=1" Zapata -195.1420271118696 -195.1420271118696 -195.1420271118696 -195.1420271118696 -195.1420271118696 -195.1420271118696 Columna Columna N.P.T. -195.1420271118696 Relleno con Material Propio Compactado Zapata -195.1420271118696 -195.1420271118696 \W1.63918; Viga de Amarre (V - A) Concreto f'c: 175 kg/cm² \W5.68814; dosif. 1:2.5:2.5 \W7.07474; Columna (C - A) Concreto f'c: 175 kg/cm² \W5.68814; dosif. 1:2.5:2.5 \W7.07474; Columna (C - A) Concreto f'c: 175 kg/cm² \W5.68814; dosif. 1:2.5:2.5 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.60 \A1;0.60 NFCC= + 1.40 NPT= + 3.00 \LCC - 01 \LDETALLE ESTRUCTURAL DE CIMIENTOS CORRIDOS ESC: 1/20 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C -290.9870957378452 Afirmado Compactado Falso Piso \LCC - 02 NPT= + 3.00 -290.9870957378452 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) T.L°= 3.5 kg/cm2 Ladrillo KK (soga) \LCC - 03 NPT= + 3.00 -290.9870957378452 Sobrecimiento Armado Concreto f'c: 210 kg/cm² d 3/8" T.L°= 3.5 kg/cm2 Ladrillo KK (soga) Sobrecimiento Armado Concreto f'c: 175 kg/cm² Sobrecimiento Armado Concreto f'c: 210 kg/cm² d 3/8" NPT= + 3.00 \LCC - 04 \l(Pasan por puertas\H1.3333x;) 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C NPT= + 3.00 \LCC - 05 \l(Pasan por puertas\H1.3333x;) Relleno con Material Propio Compactado Relleno con Material Propio Compactado Relleno con Material Propio Compactado Relleno con Material Propio Compactado Relleno con Material Propio Compactado Relleno con Material Propio Compactado Relleno con Material Propio Compactado -290.9870957378452 -290.9870957378452 -290.9870957378452 -290.9870957378452 -290.9870957378452 NFCC= + 1.40 NPT= + 3.00 Afirmado Compactado Falso Piso Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NPT= + 3.00 NFCC= + 1.60 NFCC= + 1.60 \A1;0.25 \A1;1.50 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 d 1/2" @ 0.20 d 5/8" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") NFZ= + 1.40 NPT= + 3.00 NFC= + 0.90 NFZ= + 2.00 -290.4733873115346 ( 0.25 x 0.40) CORTE V-C ESC: 1/20 \LDETALLE DE ANCLAJE DE ZAPATA concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna Afirmado Compactado Relleno con Material Propio Compactado Falso Piso N.P.T. -290.4733873115346 \A1;0.25 \A1;1.00 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 \W6.72509; Zapata \W9.96134; Concreto f'c:210 kg/cm² \W7.54296; dosif. 1:2:2 d 1/2" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") NFZ= + 1.40 NPT= + 3.00 NFC= + 0.90 NFZ= + 2.00 -290.4757782037048 ( 0.25 x 0.40) CORTE V-C ESC: 1/20 \LDETALLE DE ANCLAJE DE ZAPATA concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna Afirmado Compactado Relleno con Material Propio Compactado Falso Piso N.P.T. -290.4757782037048 \A1;0.15 \A1;1.00 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 \W6.72509; Zapata \W9.96134; Concreto f'c:210 kg/cm² \W7.54296; dosif. 1:2:2 d 1/2" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") NFZ= + 1.40 NPT= + 3.00 NFC= + 0.90 NFZ= + 2.00 -290.4757782037048 ESC: 1/20 \LDETALLE DE ANCLAJE DE ZAPATA concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna Afirmado Compactado Relleno con Material Propio Compactado Falso Piso N.P.T. -290.4757782037048 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.40 NFCC= + 1.40 NPT= + 3.00 \LCC - 01 \LDETALLE ESTRUCTURAL DE CIMIENTOS CORRIDOS ESC: 1/20 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C -285.7669875799995 Afirmado Compactado Falso Piso \LCC - 02 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) NPT= + 3.00 -285.7669875799995 Sobrecimiento Armado Concreto f'c: 210 kg/cm² d 3/8" T.L°= 3.5 kg/cm2 Ladrillo KK (soga) Sobrecimiento Armado Concreto f'c: 175 kg/cm² NPT= + 3.00 \LCC - 03 \l(Pasan por puertas\H1.3333x;) 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C Relleno con Material Propio Compactado Relleno con Material Propio Compactado Relleno con Material Propio Compactado Relleno con Material Propio Compactado -285.7669875799995 -285.7669875799995 -285.7669875799995 NFCC= + 1.40 NPT= + 3.00 Afirmado Compactado Falso Piso Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NPT= + 3.00 NFCC= + 1.60 NFCC= + 1.60 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.00 \A1;1.00 \A1;1.50 \A1;1.00 \A1;1.00 08 ø 5/8" @ 0.20 08 ø 5/8" @ 0.20 Z-1 C-4 05 ø 5/8" @ 0.20 05 ø 5/8" @ 0.20 C-1 08 ø 5/8" @ 0.20 08 ø 5/8" @ 0.20 Z-1 C-2 C-3 ESC: 1/20 \LDETALLE \fArial|b1|i1|c238|p34;DE\fArial|b1|i1|c0|p34; \fArial|b1|i1|c238|p34;ZAPATAS f'c: \fArial|b1|i1|c0|p34;210\fArial|b1|i1|c238|p34; Kg/cm2 Z - 1 Z - 1 Z - 2 Z - 2 -275.9249445398259 -275.9249445398259 -275.9249445398259 -275.9249445398259 -275.9249445398259 -275.9249445398259 -275.9249445398259 -275.9249445398259 05 ø 5/8" @ 0.20 05 ø 5/8" @ 0.20 \A1;1.50 \A1;2.00 \A1;2.00 \A1;1.50 08 ø 5/8" @ 0.20 10 ø 5/8" @ 0.20 C-6 C-5 08 ø 5/8" @ 0.20 10 ø 5/8" @ 0.20 ESC: 1/20 \LDETALLE \fArial|b1|i1|c238|p34;DE\fArial|b1|i1|c0|p34; \fArial|b1|i1|c238|p34;ZAPATAS f'c: \fArial|b1|i1|c0|p34;210\fArial|b1|i1|c238|p34; Kg/cm2 Z - 3 Z - 3 -272.2148546139418 -272.2148546139418 -272.2148546139418 -272.2148546139418 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.40 NFCC= + 1.40 NPT= + 3.00 \LCC - 01 \LDETALLE ESTRUCTURAL DE CIMIENTOS CORRIDOS ESC: 1/20 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C -285.8992047585572 Afirmado Compactado Falso Piso \LCC - 02 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) NPT= + 3.00 -285.8992047585572 Sobrecimiento Armado Concreto f'c: 210 kg/cm² d 3/8" T.L°= 3.5 kg/cm2 Ladrillo KK (soga) Sobrecimiento Armado Concreto f'c: 175 kg/cm² NPT= + 3.00 \LCC - 03 \l(Pasan por puertas\H1.3333x;) 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C Relleno con Material Propio Compactado Relleno con Material Propio Compactado Relleno con Material Propio Compactado Relleno con Material Propio Compactado -285.8992047585572 -285.8992047585572 -285.8992047585572 Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NPT= + 3.00 NFCC= + 1.60 NPT= + 3.00 \LCC - 04 \l(Pasan por puertas\H1.3333x;) Relleno con Material Propio Compactado -285.8992047585572 NFCC= + 1.40 NPT= + 3.00 Afirmado Compactado Falso Piso Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NFCC= + 1.60 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.25 \A1;0.10 \A1;0.45 \A1;0.15 \A1;0.25 \A1;0.40 \A1;0.60 \A1;2.10 \A1;0.50 \A1;0.50 \A1;0.60 \A1;0.50 \A1;0.20 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 -273.8606539986736 -273.8606539986736 Afirmado Compactado Nivel de Piso Terminado Relleno con Material Propio Compactado Falso Piso Afirmado Compactado Nivel de Piso Terminado Relleno con Material Propio Compactado Falso Piso Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 \W8.57474; \U+2205 3/8" : 2 @ 0.05 \W8.57474; :5 @ 0.10 \W8.57474; :R @ 0.25 c/e V-C 3 d 3/4" 2 d 1/2" 3 d 3/4" 3 d 3/4" 3 d 3/4" 2 d 1/2" -273.8606539986736 -273.8606539986736 -273.8606539986736 -273.8606539986736 -273.8606539986736 -273.8606539986736 -273.8606539986736 -273.8606539986736 -273.8606539986736 NFZ= + 1.40 NPT= + 3.00 Afirmado Compactado Relleno con Material Propio Compactado NFC= + 0.90 Nivel de Piso Terminado Falso Piso 3 d 3/4" 3 d 3/4" 2 d 1/2" concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna \W6.80756; Columna \W6.80756; Concreto f'c: 210 kg/cm² \W6.85052; dosif. 1:2:2 ESC: 1/20 \LDETALLE DE VIGA DE CIMENTACION V-C (0.25 x 0.40) \LDETALLE EN CORTE VIGA DE CIMENTACION V-C (0.25 x 0.40) ESC: 1/20 NFZ= + 2.00 d 1/2" @ 0.20 d 5/8" @ 0.20 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 d 1/2" @ 0.20 d 5/8" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") -273.8606539986736 -273.8606539986736 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 dosif. 1:2:2 Columna \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 d 1/2" @ 0.20 d 5/8" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") NFZ= + 1.40 NPT= + 3.00 NFC= + 0.90 NFZ= + 2.00 -273.8606539986736 ( 0.25 x 0.40) CORTE V-C ( 0.25 x 0.40) CORTE V-C ESC: 1/20 \LDETALLE DE ANCLAJE DE ZAPATA -273.8606539986736 -273.8606539986736 d 1/2" @ 0.20 d 5/8" @ 0.20 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 \W8.57474; \U+2205 3/8" : 2 @ 0.05 \W8.57474; :5 @ 0.10 \W8.57474; :R @ 0.25 c/e V-C -273.8606539986736 -273.8606539986736 -273.8606539986736 -273.8606539986736 \A1;0.60 \A1;0.50 \A1;0.20 \A1;0.10 \A1;0.25 \A1;0.10 \A1;0.45 \A1;0.15 \A1;0.25 \A1;0.40 \A1;0.60 \A1;2.10 \A1;0.50 \A1;0.50 \A1;0.30 \A1;0.30 \A1;1.50 \A1;1.50 \A1;1.50 -276.6273410557021 -276.6273410557021 Afirmado Compactado Nivel de Piso Terminado Relleno con Material Propio Compactado Falso Piso Afirmado Compactado Nivel de Piso Terminado Relleno con Material Propio Compactado Falso Piso Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 \W8.57474; \U+2205 3/8" : 2 @ 0.05 \W8.57474; :8 @ 0.10 \W8.57474; :R @ 0.25 c/e V-C 3 d 3/4" 2 d 1/2" 3 d 3/4" 3 d 3/4" 3 d 3/4" 2 d 1/2" -276.6273410557021 -276.6273410557021 -276.6273410557021 -276.6273410557021 -276.6273410557021 -276.6273410557021 -276.6273410557021 -276.6273410557021 -276.6273410557021 NFZ= + 1.40 NPT= + 3.00 Afirmado Compactado Relleno con Material Propio Compactado NFC= + 0.90 Nivel de Piso Terminado Falso Piso 3 d 3/4" 3 d 3/4" 2 d 1/2" concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna \W6.80756; Columna \W6.80756; Concreto f'c: 210 kg/cm² \W6.85052; dosif. 1:2:2 ESC: 1/20 \LDETALLE DE VIGA DE CIMENTACION V-C (0.25 x 0.40) \LDETALLE EN CORTE VIGA DE CIMENTACION V-C (0.25 x 0.40) ESC: 1/20 NFZ= + 2.00 d 1/2" @ 0.20 d 5/8" @ 0.20 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 d 1/2" @ 0.20 d 5/8" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") -276.6273410557021 -276.6273410557021 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 dosif. 1:2:2 Columna \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 d 1/2" @ 0.20 d 5/8" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") NFZ= + 1.40 NPT= + 3.00 NFC= + 0.90 NFZ= + 2.00 -276.6273410557021 ( 0.25 x 0.40) CORTE V-C ( 0.25 x 0.40) CORTE V-C ESC: 1/20 \LDETALLE DE ANCLAJE DE ZAPATA -276.6273410557021 -276.6273410557021 -276.6273410557021 -276.6273410557021 -276.6273410557021 \A1;1.50 \A1;1.50 \A1;1.50 -276.8093821009072 -276.8093821009072 -276.8093821009072 \A1;0.25 \A1;2.40 \A1;0.40 \A1;1.10 \A1;1.30 \A1;0.40 \A1;0.20 \A1;3.00 \A1;0.05 \A1;0.10 \A1;0.20 \A1;0.40 \A1;0.60 \A1;1.60 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) 4 d 3/8" d 1/4" : @ 0.20 C/E 4 d 3/8" d 1/4" : @ 0.20 C/E Sobrecimiento Falso Piso Afirmado Compactado Viga VP Losa Aligerada -282.7660948667811 -282.7660948667811 VENTANA -282.7660948667811 -282.7660948667811 -282.7660948667811 Junta de Dilatacion e=1" Junta de Dilatacion e=1" Zapata -282.7660948667811 -282.7660948667811 -282.7660948667811 -282.7660948667811 -282.7660948667811 -282.7660948667811 ESC: 1/20 \LDETALLE DE AMARRE DE MANPOSTERIA Columna Columna N.P.T. -282.7660948667811 Relleno con Material Propio Compactado Zapata -282.7660948667811 -282.7660948667811 dosif. 1:10 + 30% P.G. (maximo 8") Cimiento Corrido concreto ciclopeo \W7.07474; Columna (C - A) Concreto f'c: 175 kg/cm² \W5.68814; dosif. 1:2.5:2.5 \W7.07474; Columna (C - A) Concreto f'c: 175 kg/cm² \W5.68814; dosif. 1:2.5:2.5 \W1.63918; Viga de Amarre (V - A) Concreto f'c: 175 kg/cm² \W5.68814; dosif. 1:2.5:2.5 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") \W8.57474; \U+2205 3/8" : 2 @ 0.05 \W8.57474; :8 @ 0.10 \W8.57474; :R @ 0.25 c/e V-C 4 d 3/8" d 1/4" : @ 0.20 C/E \A1;2.00 \A1;0.40 \A1;0.40 \A1;0.20 \A1;3.00 \A1;0.05 \A1;0.10 \A1;0.20 \A1;0.40 \A1;0.60 \A1;1.60 \A1;0.25 \A1;2.40 \A1;0.40 ESC: 1/20 DETALLE DE AMARRE DE MANPOSTERIA CONDE AMARRE DE MANPOSTERIA CON \W5.00966; \LCOLUMNETAS Y VIGA DE AMARREY VIGA DE AMARRE \W9.61040; (Ventana Alta) Viga de Cimentacion dosif. 1:2:2 concreto f'c: 210 kg/cm2 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) 4 d 3/8" d 1/4" : @ 0.20 C/E 4 d 3/8" d 1/4" : @ 0.20 C/E 4 d 3/8" d 1/4" : @ 0.20 C/E Sobrecimiento Falso Piso Afirmado Compactado Viga VP Losa Aligerada -283.0385946145865 -283.0385946145865 VENTANA -283.0385946145865 -283.0385946145865 -283.0385946145865 Junta de Dilatacion e=1" Junta de Dilatacion e=1" Zapata -283.0385946145865 -283.0385946145865 -283.0385946145865 -283.0385946145865 -283.0385946145865 -283.0385946145865 Columna Columna N.P.T. -283.0385946145865 Relleno con Material Propio Compactado Zapata -283.0385946145865 -283.0385946145865 \W1.63918; Viga de Amarre (V - A) Concreto f'c: 175 kg/cm² \W5.68814; dosif. 1:2.5:2.5 \W7.07474; Columna (C - A) Concreto f'c: 175 kg/cm² \W5.68814; dosif. 1:2.5:2.5 \W7.07474; Columna (C - A) Concreto f'c: 175 kg/cm² \W5.68814; dosif. 1:2.5:2.5 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") \A1;0.15 \A1;0.15 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.20 \A1;0.15 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) -270.7083728431749 -270.7083728431749 ESCALERA: II-IV-VI TRAMO S/C = 500 Kg/cm2 LOSA ALIGERADA -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 d 3/8" @ 0.20 d 1/2" @ 0.15\H0.7081x;\C256; d 3/8" @ 0.20 d 1/2" @ 0.15\H0.7081x;\C256; d 1/2" @ 0.15\H0.7081x;\C256; d 1/2" @ 0.15\H0.7081x;\C256; d 1/2" @ 0.15\H0.7081x;\C256; d 1/2" @ 0.15\H0.7081x;\C256; d 3/8" @ 0.20 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.15 ESC: 1/20 DETALLE ESTRUCTURAL DE ESCALERAS -283.8357889749799 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) -283.8357889749799 ESCALERA: III-V TRAMO S/C = 500 Kg/cm2 LOSA ALIGERADA -283.8357889749799 d 3/8" @ 0.20 d 1/2" @ 0.15\H0.7081x;\C256; d 1/2" @ 0.15\H0.7081x;\C256; d 3/8" @ 0.20 d 1/2" @ 0.15\H0.7081x;\C256; d 1/2" @ 0.15\H0.7081x;\C256; -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 d 3/8" @ 0.20 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 d 1/2" @ 0.15\H0.7081x;\C256; d 1/2" @ 0.15\H0.7081x;\C256; -283.8357889749799 \A1;0.15 \A1;0.15 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.20 \A1;0.15 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.175 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) -270.7083728431749 -270.7083728431749 ESCALERA: II-IV-VI TRAMO S/C = 500 Kg/cm2 LOSA ALIGERADA -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 d 3/8" @ 0.20 d 1/2" @ 0.15\H0.7081x;\C256; d 3/8" @ 0.20 d 1/2" @ 0.15\H0.7081x;\C256; d 1/2" @ 0.15\H0.7081x;\C256; d 1/2" @ 0.15\H0.7081x;\C256; d 1/2" @ 0.15\H0.7081x;\C256; d 1/2" @ 0.15\H0.7081x;\C256; d 3/8" @ 0.20 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 -270.7083728431749 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.15 ESC: 1/20 DETALLE ESTRUCTURAL DE ESCALERAS -283.8357889749799 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) -283.8357889749799 ESCALERA: III-V TRAMO S/C = 500 Kg/cm2 LOSA ALIGERADA -283.8357889749799 d 3/8" @ 0.20 d 1/2" @ 0.15\H0.7081x;\C256; d 1/2" @ 0.15\H0.7081x;\C256; d 3/8" @ 0.20 d 1/2" @ 0.15\H0.7081x;\C256; d 1/2" @ 0.15\H0.7081x;\C256; -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 d 3/8" @ 0.20 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 -283.8357889749799 d 1/2" @ 0.15\H0.7081x;\C256; d 1/2" @ 0.15\H0.7081x;\C256; -283.8357889749799 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 2 d8 @ 3 hiladas (corridos) SOBRECIMIENTO \LDETALLES DE REFUERZO HORIZONTAL 2 d8 @ 3 hiladas ESCALA: 1/20 2 d8 @ 3 hiladas (corridos) -255.1788611228208 -255.1788611228208 -255.1788611228208 -255.1788611228208 -255.1788611228208 -255.1788611228208 2 d8 @ 3 hiladas \A1;0.25 \A1;1.50 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 d 1/2" @ 0.20 d 5/8" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") NFZ= - 1.60 NPT= ± 0.00 NFC= - 2.10 NFZ= - 1.00 -244.1069770693204 ( 0.25 x 0.40) CORTE V-C ESC: 1/20 \LDETALLE DE ANCLAJE DE ZAPATA concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna Afirmado Compactado Relleno con Material Propio Compactado Falso Piso N.P.T. -244.1069770693204 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.15 \A1;0.60 NFCC= - 1.60 NPT= + 3.00 \LCC - 01 \LDETALLE ESTRUCTURAL DE CIMIENTOS CORRIDOS ESC: 1/20 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C -242.9311548356963 Afirmado Compactado Falso Piso \LCC - 03 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) -242.9311548356963 Sobrecimiento Armado Concreto f'c: 210 kg/cm² d 3/8" T.L°= 3.5 kg/cm2 Ladrillo KK (soga) Sobrecimiento Armado Concreto f'c: 175 kg/cm² \LCC - 04 \l(Pasan por puertas\H1.3333x;) 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C Relleno con Material Propio Compactado Relleno con Material Propio Compactado Relleno con Material Propio Compactado Relleno con Material Propio Compactado -242.9311548356963 -242.9311548356963 -242.9311548356963 Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NPT= ± 0.00 NFCC= - 1.40 \LCC - 05 \l(Pasan por puertas\H1.3333x;) Relleno con Material Propio Compactado -242.9311548356963 NFCC= - 1.60 Afirmado Compactado Falso Piso Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NFCC= - 1.40 NPT= ± 0.00 \LCC - 02 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C -242.9311548356963 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) Sobrecimiento Armado Concreto f'c: 175 kg/cm² Relleno con Material Propio Compactado -242.9311548356963 Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NPT= ± 0.00 NPT= ± 0.00 NPT= ± 0.00 NPT= ± 0.00 \A1;0.40 \A1;1.50 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 \W6.72509; Zapata \W9.96134; Concreto f'c:210 kg/cm² \W7.54296; dosif. 1:2:2 d 1/2" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") NFZ= - 1.60 NPT= ± 0.00 NFC= - 2.10 NFZ= - 1.00 -232.1374671733697 ( 0.25 x 0.40) CORTE V-C ESC: 1/20 \LDETALLE DE ANCLAJE DE ZAPATA concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna Afirmado Compactado Relleno con Material Propio Compactado Falso Piso N.P.T. -232.1374671733697 d 1/2" @ 0.20 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.40 NFCC= - 1.60 \LCC - 01 \LDETALLE ESTRUCTURAL DE CIMIENTOS CORRIDOS ESC: 1/20 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C -232.348362326348 Afirmado Compactado Falso Piso \LCC - 03 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) -232.348362326348 Sobrecimiento Armado Concreto f'c: 210 kg/cm² d 3/8" T.L°= 3.5 kg/cm2 Ladrillo KK (soga) Sobrecimiento Armado Concreto f'c: 175 kg/cm² \LCC - 05 \l(Pasan por puertas\H1.3333x;) 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C Relleno con Material Propio Compactado Relleno con Material Propio Compactado Relleno con Material Propio Compactado Relleno con Material Propio Compactado -232.348362326348 -232.348362326348 -232.348362326348 Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NPT= ± 0.00 NFCC= - 1.40 \LCC - 06 \l(Pasan por puertas\H1.3333x;) Relleno con Material Propio Compactado -232.348362326348 NFCC= - 1.60 NPT= ± 0.00 Afirmado Compactado Falso Piso Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NFCC= - 1.40 \LCC - 02 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C -232.348362326348 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) Sobrecimiento Armado Concreto f'c: 175 kg/cm² Relleno con Material Propio Compactado -232.348362326348 Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") \LCC - 04 -232.348362326348 Sobrecimiento Armado Concreto f'c: 210 kg/cm² d 3/8" T.L°= 3.5 kg/cm2 Ladrillo KK (soga) Relleno con Material Propio Compactado Relleno con Material Propio Compactado -232.348362326348 Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NPT= ± 0.00 NPT= ± 0.00 NPT= ± 0.00 NPT= ± 0.00 NPT= ± 0.00 NPT= ± 0.00 \A1;1.50 \A1;1.50 \A1;1.50 \A1;0.60 \A1;0.50 \A1;0.20 \A1;0.10 \A1;0.25 \A1;0.10 \A1;0.45 \A1;0.15 \A1;0.25 \A1;0.40 \A1;0.60 \A1;2.10 \A1;0.50 \A1;0.50 \A1;0.30 \A1;0.30 -238.0627214511857 -238.0627214511857 Afirmado Compactado Nivel de Piso Terminado Relleno con Material Propio Compactado Falso Piso Afirmado Compactado Nivel de Piso Terminado Relleno con Material Propio Compactado Falso Piso Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 \W8.57474; \U+2205 3/8" : 2 @ 0.05 \W8.57474; :8 @ 0.10 \W8.57474; :R @ 0.25 c/e V-C 3 d 3/4" 2 d 1/2" 3 d 3/4" 3 d 3/4" 3 d 3/4" 2 d 1/2" -238.0627214511857 -238.0627214511857 -238.0627214511857 -238.0627214511857 -238.0627214511857 -238.0627214511857 -238.0627214511857 -238.0627214511857 -238.0627214511857 Afirmado Compactado Relleno con Material Propio Compactado Nivel de Piso Terminado Falso Piso 3 d 3/4" 3 d 3/4" 2 d 1/2" concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna \W6.80756; Columna \W6.80756; Concreto f'c: 210 kg/cm² \W6.85052; dosif. 1:2:2 ESC: 1/20 \LDETALLE DE VIGA DE CIMENTACION V-C (0.25 x 0.40) \LDETALLE EN CORTE VIGA DE CIMENTACION V-C (0.25 x 0.40) ESC: 1/20 d 1/2" @ 0.20 d 5/8" @ 0.20 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 d 1/2" @ 0.20 d 5/8" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") -238.0627214511857 -238.0627214511857 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 dosif. 1:2:2 Columna \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 d 1/2" @ 0.20 d 5/8" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") NFZ= - 1.60 NPT= ± 0.00 NFC= - 2.10 NFZ= - 1.00 -238.0627214511857 ( 0.25 x 0.40) CORTE V-C ( 0.25 x 0.40) CORTE V-C ESC: 1/20 \LDETALLE DE ANCLAJE DE ZAPATA -238.0627214511857 -238.0627214511857 -238.0627214511857 -238.0627214511857 -238.0627214511857 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.60 NFCC= - 1.60 NPT= + 3.00 \LCC - 01 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C -226.6613514923656 Afirmado Compactado Falso Piso T.L°= 3.5 kg/cm2 Ladrillo KK (soga) Sobrecimiento Armado Concreto f'c: 175 kg/cm² Relleno con Material Propio Compactado -226.6613514923656 Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NPT= ± 0.00 NFCC= - 1.40 NPT= + 3.00 \LCC - 02 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C -226.6613514923656 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) Sobrecimiento Armado Concreto f'c: 175 kg/cm² Relleno con Material Propio Compactado -226.6613514923656 Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NFCC= - 1.60 NPT= ± 0.00 Afirmado Compactado Falso Piso \A1;0.25 \A1;1.50 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 d 1/2" @ 0.20 d 5/8" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") NFZ= - 1.60 NPT= ± 0.00 NFC= - 2.10 NFZ= - 1.00 -225.7546605772465 ( 0.25 x 0.40) CORTE V-C ESC: 1/20 \LDETALLE DE ANCLAJE DE ZAPATA concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna Afirmado Compactado Relleno con Material Propio Compactado Falso Piso N.P.T. -225.7546605772465 \A1;0.40 \A1;1.50 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 \W6.72509; Zapata \W9.96134; Concreto f'c:210 kg/cm² \W7.54296; dosif. 1:2:2 d 1/2" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") NFZ= - 1.60 NPT= ± 0.00 NFC= - 2.10 NFZ= - 1.00 -227.7611274702285 ( 0.25 x 0.40) CORTE V-C ESC: 1/20 \LDETALLE DE ANCLAJE DE ZAPATA concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna Afirmado Compactado Relleno con Material Propio Compactado Falso Piso N.P.T. -227.7611274702285 d 1/2" @ 0.20 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.60 \A1;0.15 NFCC= - 1.60 NPT= + 3.00 \LCC - 01 \LDETALLE ESTRUCTURAL DE CIMIENTOS CORRIDOS ESC: 1/20 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C -282.9409797072134 Afirmado Compactado Falso Piso \LCC - 03 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) NPT= + 3.00 -282.9409797072134 Sobrecimiento Armado Concreto f'c: 210 kg/cm² d 3/8" T.L°= 3.5 kg/cm2 Ladrillo KK (soga) Sobrecimiento Armado Concreto f'c: 175 kg/cm² Relleno con Material Propio Compactado Relleno con Material Propio Compactado Relleno con Material Propio Compactado -282.9409797072134 -282.9409797072134 Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NPT= ± 0.00 NFCC= - 1.40 NPT= + 3.00 \LCC - 02 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C -282.9409797072134 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) Sobrecimiento Armado Concreto f'c: 175 kg/cm² Relleno con Material Propio Compactado -282.9409797072134 Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") \LCC - 05 NPT= + 3.00 -282.9409797072134 Sobrecimiento Armado Concreto f'c: 210 kg/cm² d 3/8" T.L°= 3.5 kg/cm2 Ladrillo KK (soga) Relleno con Material Propio Compactado Relleno con Material Propio Compactado -282.9409797072134 Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") \LCC - 04 NPT= + 3.00 -282.9409797072134 Sobrecimiento Armado Concreto f'c: 210 kg/cm² d 3/8" T.L°= 3.5 kg/cm2 Ladrillo KK (soga) Relleno con Material Propio Compactado Relleno con Material Propio Compactado -282.9409797072134 Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NFCC= - 1.60 NPT= ± 0.00 Afirmado Compactado Falso Piso NFCC= - 1.40 \A1;0.60 \A1;0.60 \A1;0.40 NPT= + 3.00 \LCC - 06 \l(Pasan por puertas\H1.3333x;) 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C Relleno con Material Propio Compactado -275.0646833894174 Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NPT= + 3.00 \LCC - 07 \l(Pasan por puertas\H1.3333x;) Relleno con Material Propio Compactado -275.0646833894174 Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NPT= + 3.00 \LCC - 08 \l(Pasan por puertas\H1.3333x;) Relleno con Material Propio Compactado -275.0646833894174 NFCC= - 1.60 NPT= ± 0.00 Afirmado Compactado Falso Piso Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NFCC= - 1.40 \LDETALLE ESTRUCTURAL DE CIMIENTOS CORRIDOS ESC: 1/20 NFCC= - 1.60 NPT= ± 0.00 NFCC= - 1.40 \A1;0.10 \A1;0.25 \A1;0.10 \A1;0.45 \A1;0.15 \A1;0.25 \A1;0.40 \A1;0.60 \A1;2.10 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.50 \A1;0.20 \A1;2.00 \A1;2.00 \A1;2.00 \A1;0.30 -279.9003005842471 Afirmado Compactado Nivel de Piso Terminado Relleno con Material Propio Compactado Falso Piso Afirmado Compactado Nivel de Piso Terminado Relleno con Material Propio Compactado Falso Piso Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 \W8.57474; \U+2205 3/8" : 2 @ 0.05 \W8.57474; :8 @ 0.10 \W8.57474; :R @ 0.25 c/e V-C 3 d 3/4" 2 d 1/2" 3 d 3/4" 3 d 3/4" 3 d 3/4" 2 d 1/2" -279.9003005842471 -279.9003005842471 -279.9003005842471 -279.9003005842471 -279.9003005842471 -279.9003005842471 -279.9003005842471 -279.9003005842471 -279.9003005842471 Afirmado Compactado Relleno con Material Propio Compactado Nivel de Piso Terminado Falso Piso 3 d 3/4" 3 d 3/4" 2 d 1/2" concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna \W6.80756; Columna \W6.80756; Concreto f'c: 210 kg/cm² \W6.85052; dosif. 1:2:2 ESC: 1/20 \LDETALLE DE VIGA DE CIMENTACION V-C (0.25 x 0.40) \LDETALLE EN CORTE VIGA DE CIMENTACION V-C (0.25 x 0.40) ESC: 1/20 d 1/2" @ 0.20 d 5/8" @ 0.20 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 d 1/2" @ 0.20 d 5/8" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") -279.9003005842471 -279.9003005842471 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 d 1/2" @ 0.20 d 5/8" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") NFZ= - 1.60 NPT= ± 0.00 NFC= - 2.10 NFZ= - 1.00 -279.9003005842471 ( 0.25 x 0.40) CORTE V-C ( 0.25 x 0.40) CORTE V-C ESC: 1/20 \LDETALLE DE ANCLAJE DE ZAPATA -279.9003005842471 -279.9003005842471 -279.9003005842471 -279.9003005842471 concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna -279.9003005842471 Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.50 \A1;0.20 \A1;2.00 \A1;2.00 \A1;2.00 \A1;0.30 \A1;0.10 \A1;0.25 \A1;0.10 \A1;0.45 \A1;0.15 \A1;0.25 \A1;0.40 \A1;0.60 -260.5291303184667 Afirmado Compactado Nivel de Piso Terminado Relleno con Material Propio Compactado Falso Piso Afirmado Compactado Nivel de Piso Terminado Relleno con Material Propio Compactado Falso Piso Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 \W8.57474; \U+2205 3/8" : 2 @ 0.05 \W8.57474; :8 @ 0.10 \W8.57474; :R @ 0.25 c/e V-C 3 d 3/4" 2 d 1/2" 3 d 3/4" 3 d 3/4" 3 d 3/4" 2 d 1/2" -260.5291303184667 -260.5291303184667 -260.5291303184667 -260.5291303184667 -260.5291303184667 -260.5291303184667 -260.5291303184667 -260.5291303184667 Afirmado Compactado Relleno con Material Propio Compactado Nivel de Piso Terminado Falso Piso 3 d 3/4" 3 d 3/4" 2 d 1/2" concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna \W6.80756; Columna \W6.80756; Concreto f'c: 210 kg/cm² \W6.85052; dosif. 1:2:2 ESC: 1/20 \LDETALLE DE VIGA DE CIMENTACION V-C (0.25 x 0.40) \LDETALLE EN CORTE VIGA DE CIMENTACION V-C (0.25 x 0.40) ESC: 1/20 d 1/2" @ 0.20 d 5/8" @ 0.20 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 d 1/2" @ 0.20 d 5/8" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") -260.5291303184667 -260.5291303184667 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 d 1/2" @ 0.20 d 5/8" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") NFZ= - 1.60 NPT= ± 0.00 NFC= - 2.10 -260.5291303184667 ( 0.25 x 0.40) CORTE V-C ( 0.25 x 0.40) CORTE V-C ESC: 1/20 \LDETALLE DE ANCLAJE DE ZAPATA -260.5291303184667 -260.5291303184667 -260.5291303184667 -260.5291303184667 concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna -260.5291303184667 Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") \A1;0.40 \A1;0.20 \A1;0.25 \A1;0.60 \A1;3" \A1;0.50 \A1;0.50 \A1;6.30 \A1;0.40 \A1;0.40 \A1;1.60 \A1;1.60 \A1;0.40 \A1;0.20 \A1;0.25 \A1;0.60 \A1;3" \A1;2.15 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;3" VIGA VP - 101 (0.25 X 0.60) VP-103 C - 2 C - 2 3 d 3/4" 2 d 3/4" 3 d 3/4" d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.25 C/E : 5 @ 0.15 -311.6376329819471 4 d 1/2" -311.6376329819471 3 d 3/4" CORTE 01 -311.6376329819471 -311.6376329819471 -311.6376329819471 5 d 3/4" VP-103 1 2 -311.6376329819471 -311.6376329819471 2 d 1/2" 2 d 1/2" 2 d 1/2" -311.6376329819471 -311.6376329819471 -311.6376329819471 -311.6376329819471 -311.6376329819471 -311.6376329819471 2 d 1/2" -311.6376329819471 3 d 3/4" CORTE 02 -311.6376329819471 -311.6376329819471 -311.6376329819471 5 d 3/4" \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 -311.6376329819471 4 d 1/2" -311.6376329819471 3 d 3/4" CORTE 03 -311.6376329819471 -311.6376329819471 3 d 3/4" 3 d 3/4" 3 d 3/4" d 3/8" : 2 @ 0.05 : R @ 0.10 C/E -311.6376329819471 -311.6376329819471 V-V 2 d 1/2" 3 2 d 1/2" 2 d 1/2" -311.6376329819471 2 d 3/4" \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.20 \A1;1.20 \A1;4.57 \A1;5.37 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;3" \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;3" VIGA VP - 103 (0.25 X 0.40) VP-103 C - 1 C - 1 2 d 5/8" VP-103 1 2 -319.6882656866465 -319.6882656866465 2 d 1/2" 2 d 1/2" 2 d 1/2" -319.6882656866465 -319.6882656866465 -319.6882656866465 -319.6882656866465 \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 2 d 5/8" -319.6882656866465 -319.6882656866465 -319.6882656866465 4 d 1/2" -319.6882656866465 2 d 5/8" CORTE 01 -319.6882656866465 -319.6882656866465 -319.6882656866465 4 d 5/8" -319.6882656866465 2 d 1/2" -319.6882656866465 2 d 5/8" CORTE 02 -319.6882656866465 -319.6882656866465 -319.6882656866465 4 d 5/8" d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.25 C/E : 5 @ 0.15 \A1;0.15 \A1;0.40 \A1;0.20 \A1;0.25 \A1;0.20 CUADRO DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 \LV - V 8 d 3/8" -322.4317642998256 : R @ 0.25 C/E d 1/4" : 8@ 0.10 : 2@ 0.05 -322.4317642998256 -322.4317642998256 V - E d 3/8" : R @ 0.25 C/E : 8 @ 0.10 6 d 1/2" : 2 @ 0.05 -322.4317642998256 -322.4317642998256 \A1;0.40 \A1;0.20 \A1;0.25 \A1;0.60 \A1;3" \A1;0.50 \A1;0.50 \A1;6.30 \A1;0.40 \A1;0.40 \A1;1.60 \A1;1.60 \A1;0.40 \A1;0.20 \A1;0.25 \A1;0.60 \A1;3" \A1;2.15 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;3" \A1;0.90 \A1;7.05 \A1;2.55 VIGA VP - 101 (0.25 X 0.60) VP-103 C - 2 C - 2 3 d 3/4" 2 d 3/4" 3 d 3/4" d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.25 C/E : 5 @ 0.15 -194.4181953298844 4 d 1/2" -194.4181953298844 3 d 3/4" CORTE 01 -194.4181953298844 -194.4181953298844 -194.4181953298844 5 d 3/4" VP-103 1 2 -194.4181953298844 -194.4181953298844 2 d 1/2" 2 d 1/2" 2 d 1/2" -194.4181953298844 -194.4181953298844 -194.4181953298844 -194.4181953298844 -194.4181953298844 -194.4181953298844 2 d 1/2" -194.4181953298844 3 d 3/4" CORTE 02 -194.4181953298844 -194.4181953298844 -194.4181953298844 5 d 3/4" \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 -194.4181953298844 4 d 1/2" -194.4181953298844 3 d 3/4" CORTE 03 -194.4181953298844 -194.4181953298844 3 d 3/4" 3 d 3/4" 3 d 3/4" d 3/8" : 2 @ 0.05 : R @ 0.10 C/E -194.4181953298844 -194.4181953298844 V-V 2 d 1/2" 3 2 d 1/2" 2 d 1/2" -194.4181953298844 2 d 3/4" -194.4181953298844 -194.4181953298844 -194.4181953298844 \A1;0.40 \A1;0.20 \A1;0.25 \A1;0.60 \A1;3" \A1;0.50 \A1;0.50 \A1;6.30 \A1;0.40 \A1;0.40 \A1;1.60 \A1;1.60 \A1;0.40 \A1;0.20 \A1;0.25 \A1;0.60 \A1;3" \A1;2.15 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;3" \A1;0.90 \A1;7.05 \A1;2.55 VIGA VP - 101 (0.25 X 0.60) VP-103 C - 2 C - 2 3 d 3/4" 2 d 3/4" 3 d 3/4" d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.25 C/E : 5 @ 0.15 -194.4181953298844 4 d 1/2" -194.4181953298844 3 d 3/4" CORTE 01 -194.4181953298844 -194.4181953298844 -194.4181953298844 5 d 3/4" VP-103 1 2 -194.4181953298844 -194.4181953298844 2 d 1/2" 2 d 1/2" 2 d 1/2" -194.4181953298844 -194.4181953298844 -194.4181953298844 -194.4181953298844 -194.4181953298844 -194.4181953298844 2 d 1/2" -194.4181953298844 3 d 3/4" CORTE 02 -194.4181953298844 -194.4181953298844 -194.4181953298844 5 d 3/4" \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 -194.4181953298844 4 d 1/2" -194.4181953298844 3 d 3/4" CORTE 03 -194.4181953298844 -194.4181953298844 3 d 3/4" 3 d 3/4" 3 d 3/4" d 3/8" : 2 @ 0.05 : R @ 0.10 C/E -194.4181953298844 -194.4181953298844 V-V 2 d 1/2" 3 2 d 1/2" 2 d 1/2" -194.4181953298844 2 d 3/4" -194.4181953298844 -194.4181953298844 -194.4181953298844 \A1;0.90 \A1;7.05 \A1;2.55 \A1;0.40 \A1;0.20 \A1;0.25 \A1;0.60 \A1;3" \A1;0.50 \A1;0.50 \A1;6.30 \A1;0.40 \A1;0.40 \A1;1.60 \A1;1.60 \A1;0.40 \A1;0.20 \A1;0.25 \A1;0.60 \A1;3" \A1;2.15 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;3" VIGA VP - 101 (0.25 X 0.60) VP-103 C - 2 C - 2 3 d 3/4" 2 d 3/4" 3 d 3/4" d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.25 C/E : 5 @ 0.15 -175.7922360160945 4 d 1/2" -175.7922360160945 3 d 3/4" CORTE 01 -175.7922360160945 -175.7922360160945 -175.7922360160945 5 d 3/4" VP-103 1 2 -175.7922360160945 -175.7922360160945 2 d 1/2" 2 d 1/2" 2 d 1/2" -175.7922360160945 -175.7922360160945 -175.7922360160945 -175.7922360160945 -175.7922360160945 -175.7922360160945 2 d 1/2" -175.7922360160945 3 d 3/4" CORTE 02 -175.7922360160945 -175.7922360160945 -175.7922360160945 5 d 3/4" \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 -175.7922360160945 4 d 1/2" -175.7922360160945 3 d 3/4" CORTE 03 -175.7922360160945 -175.7922360160945 3 d 3/4" 3 d 3/4" 3 d 3/4" d 3/8" : 2 @ 0.05 : R @ 0.10 C/E -175.7922360160945 -175.7922360160945 V-V 2 d 1/2" 3 2 d 1/2" 2 d 1/2" -175.7922360160945 2 d 3/4" -175.7922360160945 -175.7922360160945 -175.7922360160945 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.20 \A1;1.20 \A1;4.57 \A1;5.17 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;3" \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;3" VIGA VP - 103 (0.25 X 0.40) VP-103 C - 1 C - 1 2 d 5/8" VP-103 1 2 -198.6187018345218 -198.6187018345218 2 d 1/2" 2 d 1/2" 2 d 1/2" -198.6187018345218 -198.6187018345218 -198.6187018345218 -198.6187018345218 \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 2 d 5/8" -198.6187018345218 -198.6187018345218 -198.6187018345218 4 d 1/2" -198.6187018345218 2 d 5/8" CORTE 01 -198.6187018345218 -198.6187018345218 -198.6187018345218 4 d 5/8" -198.6187018345218 2 d 1/2" -198.6187018345218 2 d 5/8" CORTE 02 -198.6187018345218 -198.6187018345218 -198.6187018345218 4 d 5/8" d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E 2 d 5/8" \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.20 \A1;1.20 \A1;4.57 \A1;5.17 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;3" \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 VIGA VP - 103 (0.25 X 0.40) VP-103 C - 1 C - 1 3 d 5/8" VP-103 1 2 -198.6187018345218 -198.6187018345218 2 d 1/2" 2 d 1/2" 2 d 1/2" -198.6187018345218 -198.6187018345218 -198.6187018345218 -198.6187018345218 \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 -198.6187018345218 -198.6187018345218 -198.6187018345218 4 d 1/2" -198.6187018345218 3 d 5/8" CORTE 01 -198.6187018345218 -198.6187018345218 -198.6187018345218 3 d 5/8" -198.6187018345218 2 d 1/2" -198.6187018345218 3 d 5/8" CORTE 02 -198.6187018345218 -198.6187018345218 3 d 5/8" d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E 3 d 5/8" 3 d 5/8" \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.90 \A1;0.90 \A1;3.05 \A1;3.65 \A1;3.05 \A1;0.40 \A1;2.00 \A1;0.15 \A1;3.45 \A1;2.35 \A1;0.40 \A1;0.40 \A1;0.90 \A1;0.90 -187.6682473656688 2 d 1/2" -187.6682473656688 3 d 5/8" CORTE 03 -187.6682473656688 -187.6682473656688 3 d 5/8" VIGA VP - 103 (0.25 X 0.40) C - 1 C - 1 3 d 5/8" VP-103 1 2 -187.6682473656688 -187.6682473656688 2 d 1/2" 2 d 1/2" -187.6682473656688 -187.6682473656688 -187.6682473656688 -187.6682473656688 \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 2 d 1/2" -187.6682473656688 -187.6682473656688 -187.6682473656688 4 d 1/2" -187.6682473656688 3 d 5/8" CORTE 01 -187.6682473656688 -187.6682473656688 3 d 5/8" -187.6682473656688 2 d 1/2" -187.6682473656688 3 d 5/8" CORTE 02 -187.6682473656688 -187.6682473656688 3 d 5/8" d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E 3 d 5/8" C - 1 -187.6682473656688 -187.6682473656688 -187.6682473656688 -187.6682473656688 -187.6682473656688 -187.6682473656688 -187.6682473656688 -187.6682473656688 d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E 3 d 5/8" 2 d 1/2" 3 d 5/8" -187.6682473656688 2 d 1/2" -187.6682473656688 3 d 5/8" 3 d 5/8" d 3/8" : 2 @ 0.05 : R @ 0.10 C/E 2 d 1/2" VP-103 VP-103 V-V 2 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;3.05 \A1;0.40 \A1;2.00 \A1;0.15 \A1;3.45 \A1;2.35 \A1;0.40 \A1;0.40 \A1;0.90 \A1;0.90 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.90 \A1;0.90 \A1;3.05 \A1;3.65 \A1;0.20 \A1;0.20 \A1;0.25 -198.2597512630915 2 d 1/2" -198.2597512630915 3 d 5/8" CORTE 03 -198.2597512630915 -198.2597512630915 3 d 5/8" VIGA VP - 103 (0.25 X 0.40) C - 1 C - 1 3 d 5/8" VP-103 1 2 -198.2597512630915 -198.2597512630915 2 d 1/2" 2 d 1/2" -198.2597512630915 -198.2597512630915 -198.2597512630915 -198.2597512630915 \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 2 d 1/2" -198.2597512630915 -198.2597512630915 -198.2597512630915 4 d 1/2" -198.2597512630915 3 d 5/8" CORTE 01 -198.2597512630915 -198.2597512630915 3 d 5/8" -198.2597512630915 2 d 1/2" -198.2597512630915 3 d 5/8" CORTE 02 -198.2597512630915 -198.2597512630915 3 d 5/8" d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E 3 d 5/8" C - 1 -198.2597512630915 -198.2597512630915 -198.2597512630915 -198.2597512630915 -198.2597512630915 -198.2597512630915 -198.2597512630915 -198.2597512630915 d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E 3 d 5/8" 2 d 1/2" 3 d 5/8" -198.2597512630915 2 d 1/2" -198.2597512630915 3 d 5/8" 3 d 5/8" d 3/8" : 2 @ 0.05 : R @ 0.10 C/E 2 d 1/2" VP-103 VP-103 V-V 3 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.20 \A1;1.20 \A1;4.00 \A1;4.45 \A1;4.05 \A1;0.40 \A1;4.45 \A1;0.40 \A1;0.40 \A1;1.20 \A1;1.20 VIGA VP - 103 (0.25 X 0.40) C - 1 C - 5 3 d 5/8" VP-103 1 2 -186.3110036864478 -186.3110036864478 2 d 1/2" 2 d 1/2" -186.3110036864478 -186.3110036864478 -186.3110036864478 -186.3110036864478 \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 2 d 1/2" -186.3110036864478 -186.3110036864478 -186.3110036864478 4 d 1/2" -186.3110036864478 3 d 5/8" CORTE 01 -186.3110036864478 -186.3110036864478 3 d 5/8" -186.3110036864478 2 d 1/2" -186.3110036864478 3 d 5/8" CORTE 02 -186.3110036864478 -186.3110036864478 3 d 5/8" d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E 3 d 5/8" C - 5 -186.3110036864478 -186.3110036864478 -186.3110036864478 -186.3110036864478 -186.3110036864478 d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E 3 d 5/8" 2 d 1/2" 3 d 5/8" -186.3110036864478 2 d 1/2" -186.3110036864478 VP-100 VP-100 \A1;4.00 \A1;0.25 \A1;2.00 \A1;0.15 \A1;4.25 \A1;1.20 \A1;1.20 \A1;2.35 \A1;0.40 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 -185.0699900006718 2 d 1/2" -185.0699900006718 3 d 5/8" CORTE 03 -185.0699900006718 -185.0699900006718 3 d 5/8" VIGA VP - 103 (0.25 X 0.40) C - 1 2 -185.0699900006718 \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 -185.0699900006718 4 d 1/2" -185.0699900006718 3 d 5/8" CORTE 01 -185.0699900006718 -185.0699900006718 3 d 5/8" -185.0699900006718 2 d 1/2" -185.0699900006718 3 d 5/8" CORTE 02 -185.0699900006718 -185.0699900006718 3 d 5/8" C - 1 -185.0699900006718 -185.0699900006718 -185.0699900006718 -185.0699900006718 -185.0699900006718 -185.0699900006718 -185.0699900006718 -185.0699900006718 d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E 3 d 5/8" 2 d 1/2" 3 d 5/8" -185.0699900006718 2 d 1/2" -185.0699900006718 3 d 5/8" 3 d 5/8" d 3/8" : 2 @ 0.05 : R @ 0.10 C/E 2 d 1/2" VP-100 VP-103 V-V 3 1 \A1;0.40 \A1;0.20 \A1;0.25 \A1;0.60 \A1;0.50 \A1;0.50 \A1;6.30 \A1;0.40 \A1;0.40 \A1;1.60 \A1;1.60 \A1;0.40 \A1;0.20 \A1;0.25 \A1;0.60 \A1;2.15 \A1;0.15 \A1;0.90 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 VIGA VP - 101 (0.25 X 0.60) VP-103 C - 2 C - 2 3 d 3/4" 2 d 3/4" 3 d 3/4" d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.25 C/E : 5 @ 0.15 -194.5691397877807 2 d 1/2" -194.5691397877807 3 d 3/4" CORTE 01 -194.5691397877807 -194.5691397877807 3 d 3/4" VP-103 1 2 -194.5691397877807 -194.5691397877807 2 d 1/2" 2 d 1/2" 2 d 1/2" -194.5691397877807 -194.5691397877807 -194.5691397877807 -194.5691397877807 -194.5691397877807 -194.5691397877807 -194.5691397877807 3 d 3/4" CORTE 02 -194.5691397877807 -194.5691397877807 2 d 3/4" \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 3 d 3/4" 3 d 3/4" d 3/8" : 2 @ 0.05 : R @ 0.10 C/E -194.5691397877807 -194.5691397877807 V-V 2 d 1/2" 3 2 d 3/4" -194.5691397877807 2 d 3/4" 2 d 1/2" 2 d 1/2" 2 d 3/4" 2 d 1/2" -194.5691397877807 2 d 1/2" -194.5691397877807 3 d 3/4" CORTE 03 -194.5691397877807 -194.5691397877807 3 d 3/4" \A1;0.50 \A1;0.20 \A1;0.25 \A1;0.70 \A1;0.40 \A1;0.40 \A1;8.40 \A1;0.40 \A1;0.40 \A1;1.70 \A1;1.70 \A1;0.50 \A1;0.20 \A1;0.25 \A1;0.70 VIGA VP - 100 (0.25 X 0.70) C - 5 C - 5 3 d 3/4" 2 d 3/4" 3 d 3/4" d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.25 C/E : 5 @ 0.15 -181.623290811006 2 d 1/2" -181.623290811006 3 d 3/4" CORTE 01 -181.623290811006 -181.623290811006 3 d 3/4" VP-103 1 2 -181.623290811006 -181.623290811006 2 d 1/2" 2 d 1/2" 2 d 1/2" -181.623290811006 -181.623290811006 -181.623290811006 -181.623290811006 -181.623290811006 -181.623290811006 2 d 1/2" -181.623290811006 3 d 3/4" CORTE 02 -181.623290811006 -181.623290811006 3 d 3/4" \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 2 d 3/4" 2 d 1/2" VP-103 2 d 3/4" 2 d 3/4" 2 d 1/2" \A1;0.50 \A1;0.20 \A1;0.25 \A1;0.70 \A1;0.40 \A1;0.40 \A1;6.28 \A1;0.40 \A1;0.40 \A1;1.40 \A1;1.40 \A1;0.50 \A1;0.20 \A1;0.25 \A1;0.70 VIGA VP - 100 (0.25 X 0.70) C - 5 C - 5 3 d 3/4" 2 d 3/4" 3 d 3/4" d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.25 C/E : 5 @ 0.15 -181.623290811006 2 d 1/2" -181.623290811006 3 d 3/4" CORTE 01 -181.623290811006 -181.623290811006 3 d 3/4" VP-103 1 2 -181.623290811006 -181.623290811006 2 d 1/2" 2 d 1/2" 2 d 1/2" -181.623290811006 -181.623290811006 -181.623290811006 -181.623290811006 -181.623290811006 -181.623290811006 2 d 1/2" -181.623290811006 3 d 3/4" CORTE 02 -181.623290811006 -181.623290811006 3 d 3/4" \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 2 d 3/4" 2 d 1/2" VP-103 2 d 3/4" 2 d 3/4" 2 d 1/2" \A1;0.50 \A1;0.20 \A1;0.25 \A1;0.70 \A1;0.40 \A1;0.40 \A1;8.27 \A1;0.40 \A1;0.40 \A1;1.70 \A1;1.70 \A1;0.50 \A1;0.20 \A1;0.25 \A1;0.70 VIGA VP - 100 (0.25 X 0.70) C - 5 C - 5 3 d 3/4" 2 d 3/4" 3 d 3/4" d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.25 C/E : 5 @ 0.15 -185.8913517991364 2 d 1/2" -185.8913517991364 3 d 3/4" CORTE 01 -185.8913517991364 -185.8913517991364 3 d 3/4" VP-103 1 2 -185.8913517991364 -185.8913517991364 2 d 1/2" 2 d 1/2" 2 d 1/2" -185.8913517991364 -185.8913517991364 -185.8913517991364 -185.8913517991364 -185.8913517991364 -185.8913517991364 2 d 1/2" -185.8913517991364 3 d 3/4" CORTE 02 -185.8913517991364 -185.8913517991364 3 d 3/4" \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 2 d 3/4" 2 d 1/2" VP-103 2 d 3/4" 2 d 3/4" 2 d 1/2" \A1;4.00 \A1;0.25 \A1;2.00 \A1;0.15 \A1;1.20 \A1;1.20 \A1;0.40 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.20 \A1;1.20 \A1;4.05 \A1;0.40 -177.711819363239 2 d 1/2" -177.711819363239 3 d 5/8" CORTE 03 -177.711819363239 -177.711819363239 3 d 5/8" VIGA VP - 103 (0.25 X 0.40) C - 5 2 -177.711819363239 \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 -177.711819363239 4 d 1/2" -177.711819363239 3 d 5/8" CORTE 01 -177.711819363239 -177.711819363239 3 d 5/8" -177.711819363239 2 d 1/2" -177.711819363239 3 d 5/8" CORTE 02 -177.711819363239 -177.711819363239 3 d 5/8" C - 1 -177.711819363239 -177.711819363239 -177.711819363239 -177.711819363239 -177.711819363239 -177.711819363239 d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E 3 d 5/8" 2 d 1/2" 3 d 5/8" -177.711819363239 2 d 1/2" -177.711819363239 3 d 5/8" 3 d 5/8" d 3/8" : 2 @ 0.05 : R @ 0.10 C/E 2 d 1/2" VP-100 VP-103 V-V 3 1 C - 5 VP-100 -177.711819363239 -177.711819363239 d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E 3 d 5/8" 2 d 1/2" 2 d 1/2" -177.711819363239 -177.711819363239 -177.711819363239 -177.711819363239 \A1;2.00 \A1;2.00 \A1;2.00 \A1;0.10 \A1;0.25 \A1;0.10 \A1;0.45 \A1;0.15 \A1;0.25 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.50 \A1;0.20 \A1;0.30 -183.4035752203641 Afirmado Compactado Nivel de Piso Terminado Relleno con Material Propio Compactado Falso Piso Afirmado Compactado Nivel de Piso Terminado Relleno con Material Propio Compactado Falso Piso Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 \W8.57474; \U+2205 3/8" : 2 @ 0.05 \W8.57474; :8 @ 0.10 \W8.57474; :R @ 0.25 c/e V-C 3 d 3/4" 2 d 1/2" 3 d 3/4" 3 d 3/4" 3 d 3/4" 2 d 1/2" -183.4035752203641 -183.4035752203641 -183.4035752203641 -183.4035752203641 -183.4035752203641 -183.4035752203641 -183.4035752203641 -183.4035752203641 Afirmado Compactado Relleno con Material Propio Compactado Nivel de Piso Terminado Falso Piso 3 d 3/4" 3 d 3/4" 2 d 1/2" concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna \W6.80756; Columna \W6.80756; Concreto f'c: 210 kg/cm² \W6.85052; dosif. 1:2:2 ESC: 1/20 \LDETALLE DE VIGA DE CIMENTACION V-C (0.25 x 0.40) \LDETALLE EN CORTE VIGA DE CIMENTACION V-C (0.25 x 0.40) ESC: 1/20 d 1/2" @ 0.20 d 5/8" @ 0.20 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 d 1/2" @ 0.20 d 5/8" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") -183.4035752203641 -183.4035752203641 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 \W6.72509; Zapata Armada \W9.96134; Concreto f'c:280 kg/cm² \W7.54296; dosif. 1:1:0.5 d 1/2" @ 0.20 d 5/8" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") NFZ= + 1.40 NPT= + 3.00 NFC= + 0.90 -183.4035752203641 ( 0.25 x 0.40) CORTE V-C ( 0.25 x 0.40) CORTE V-C ESC: 1/20 \LDETALLE DE ANCLAJE DE ZAPATA -183.4035752203641 -183.4035752203641 -183.4035752203641 -183.4035752203641 concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna -183.4035752203641 Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido dosif. 1:10 + 30% P.G. (máximo 8") \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.40 NFCC= + 1.40 \LCC - 01 \LDETALLE ESTRUCTURAL DE CIMIENTOS CORRIDOS ESC: 1/20 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C -177.7389777398751 Afirmado Compactado Falso Piso \LCC - 03 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) -177.7389777398751 Sobrecimiento Armado Concreto f'c: 210 kg/cm² d 3/8" T.L°= 3.5 kg/cm2 Ladrillo KK (soga) Sobrecimiento Armado Concreto f'c: 175 kg/cm² \LCC - 05 \l(Pasan por puertas\H1.3333x;) 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C Relleno con Material Propio Compactado Relleno con Material Propio Compactado Relleno con Material Propio Compactado Relleno con Material Propio Compactado -177.7389777398751 -177.7389777398751 -177.7389777398751 Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NPT= + 3.00 NFCC= + 1.60 \LCC - 06 \l(Pasan por puertas\H1.3333x;) Relleno con Material Propio Compactado -177.7389777398751 NFCC= + 1.40 NPT= + 3.00 Afirmado Compactado Falso Piso Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NFCC= + 1.60 \LCC - 02 3 d 3/4" 3 d 3/4" 2 d 1/2" ( 0.25 x 0.40) CORTE V-C -177.7389777398751 T.L°= 3.5 kg/cm2 Ladrillo KK (soga) Sobrecimiento Armado Concreto f'c: 175 kg/cm² Relleno con Material Propio Compactado -177.7389777398751 Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") \LCC - 04 -177.7389777398751 Sobrecimiento Armado Concreto f'c: 210 kg/cm² d 3/8" T.L°= 3.5 kg/cm2 Ladrillo KK (soga) Relleno con Material Propio Compactado Relleno con Material Propio Compactado -177.7389777398751 Cimiento Corrido Concreto Ciclópeo dosif. 1:10 + 30% P.G. (máximo 8") NPT= ± 0.00 NPT= ± 0.00 NPT= ± 0.00 NPT= ± 0.00 NPT= ± 0.00 NPT= ± 0.00 \A1;0.40 \A1;1.50 Resto: @ 0.20 C/E d 3/8" :2@ 0.05, 8@ 0.10 \W6.72509; Zapata \W9.96134; Concreto f'c:210 kg/cm² \W7.54296; dosif. 1:2:2 d 1/2" @ 0.20 Falsa Zapata dosif. 1:10 + 30% P.G. (máximo 8") NFZ= + 1.40 NPT= + 3.00 NFC= + 0.90 NFZ= + 2.00 -176.8655933910966 ( 0.25 x 0.40) CORTE V-C ESC: 1/20 \LDETALLE DE ANCLAJE DE ZAPATA concreto f'c: 210 kg/cm2 dosif. 1:2:2 Columna Afirmado Compactado Relleno con Material Propio Compactado Falso Piso N.P.T. -176.8655933910966 d 1/2" @ 0.20 \A1;1.10 \A1;1.10 \A1;3.38 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.60 \A1;0.10 \A1;0.20 \A1;0.25 \A1;0.30 \A1;0.10 \A1;0.20 \A1;0.25 \A1;0.30 \A1;3.37 \A1;0.25 \A1;1.41 \A1;0.15 \A1;0.40 \A1;0.40 \A1;1.10 \A1;1.10 \A1;0.10 \A1;0.20 \A1;0.25 \A1;0.90 -177.811819363239 2 d 1/2" -177.811819363239 3 d 5/8" CORTE 03 -177.811819363239 -177.811819363239 3 d 5/8" VIGA VP - 104 (0.25 X 0.30) C - 2 2 -177.811819363239 \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 -177.811819363239 4 d 1/2" -177.811819363239 3 d 5/8" CORTE 01 -177.811819363239 -177.811819363239 3 d 5/8" -177.811819363239 2 d 1/2" -177.811819363239 3 d 5/8" CORTE 02 -177.811819363239 -177.811819363239 3 d 5/8" C - 1 -177.811819363239 -177.811819363239 -177.811819363239 -177.811819363239 -177.811819363239 -177.811819363239 d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E 3 d 5/8" 2 d 1/2" 3 d 5/8" -177.811819363239 2 d 1/2" -177.811819363239 3 d 5/8" 3 d 5/8" d 3/8" : 2 @ 0.05 : R @ 0.10 C/E 2 d 1/2" VP-102 VP-102 V-V 3 1 C - 1 VP-102 -177.811819363239 -177.811819363239 d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E 3 d 5/8" 2 d 1/2" 2 d 1/2" -177.811819363239 -177.811819363239 -177.811819363239 -177.811819363239 2 d 1/2" -177.811819363239 \A1;0.30 \A1;0.20 \A1;0.25 \A1;0.50 \A1;0.50 \A1;0.50 \A1;5.29 \A1;0.40 \A1;0.40 \A1;1.60 \A1;1.60 \A1;0.30 \A1;0.20 \A1;0.25 \A1;0.50 \A1;2.15 \A1;0.15 \A1;0.90 \A1;0.30 \A1;0.20 \A1;0.25 \A1;0.50 VIGA VP - 102 (0.25 X 0.50) VP-103 C - 2 C - 2 3 d 5/8" 2 d 5/8" 3 d 5/8" d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.25 C/E : 5 @ 0.15 -177.4764788661297 2 d 1/2" -177.4764788661297 3 d 5/8" CORTE 01 -177.4764788661297 -177.4764788661297 3 d 5/8" VP-103 1 2 -177.4764788661297 -177.4764788661297 2 d 1/2" 2 d 1/2" 2 d 1/2" -177.4764788661297 -177.4764788661297 -177.4764788661297 -177.4764788661297 -177.4764788661297 -177.4764788661297 -177.4764788661297 3 d 5/8" CORTE 02 -177.4764788661297 -177.4764788661297 2 d 5/8" \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 3 d 5/8" d 3/8" : 2 @ 0.05 : R @ 0.10 C/E -177.4764788661297 -177.4764788661297 V-V 2 d 5/8" 3 2 d 5/8" -177.4764788661297 2 d 5/8" 2 d 1/2" 2 d 1/2" 2 d 5/8" 2 d 1/2" -177.4764788661297 2 d 1/2" -177.4764788661297 3 d 5/8" CORTE 03 -177.4764788661297 -177.4764788661297 3 d 5/8" 3 d 5/8" 2 d 5/8" 2 d 1/2" \A1;0.15 \A1;0.50 \A1;0.20 \A1;0.15 \A1;0.30 \A1;0.20 CUADRO DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 \LV - V 8 d 3/8" -174.3139857658236 : R @ 0.25 C/E d 1/4" : 8@ 0.10 : 2@ 0.05 -174.3139857658236 -174.3139857658236 \LV - V 8 d 3/8" -174.3139857658236 : R @ 0.25 C/E d 1/4" : 8@ 0.10 : 2@ 0.05 -174.3139857658236 -174.3139857658236 \A1;0.50 \A1;0.20 \A1;0.25 \A1;0.70 \A1;0.40 \A1;3.85 \A1;0.40 \A1;0.90 \A1;0.50 \A1;0.20 \A1;0.25 \A1;0.70 \A1;0.90 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.90 \A1;0.90 \A1;3.86 \A1;0.40 VIGA VP - 100 (0.25 X 0.70) C - 1 3 d 3/4" 3 d 3/4" d 3/8" : 3 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E : 5 @ 0.15 -168.0057391699111 2 d 1/2" -168.0057391699111 3 d 3/4" CORTE 01 -168.0057391699111 -168.0057391699111 3 d 3/4" 1 -168.0057391699111 2 d 1/2" -168.0057391699111 -168.0057391699111 -168.0057391699111 -168.0057391699111 2 d 1/2" -168.0057391699111 3 d 3/4" CORTE 02 -168.0057391699111 -168.0057391699111 3 d 3/4" \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 2 d 1/2" 2 d 3/4" 2 d 3/4" 2 d 1/2" C - 5 VP-102 -168.0057391699111 2 d 3/4" -168.0057391699111 -168.0057391699111 d 3/8" : 3 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E : 3 @ 0.15 -168.0057391699111 -168.0057391699111 -168.0057391699111 -168.0057391699111 -168.0057391699111 -168.0057391699111 3 d 3/4" 3 d 3/4" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 3/4" VP-102 V-CH V-CH C - 5 2 d 1/2" \A1;0.50 \A1;0.20 \A1;0.25 \A1;0.70 \A1;0.40 \A1;3.85 \A1;0.40 \A1;0.90 \A1;0.50 \A1;0.20 \A1;0.25 \A1;0.70 \A1;0.90 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.90 \A1;0.90 \A1;3.86 \A1;0.40 VIGA VP - 100 (0.25 X 0.70) C - 1 3 d 3/4" 3 d 3/4" d 3/8" : 3 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E : 5 @ 0.15 -168.0057391699111 2 d 1/2" -168.0057391699111 3 d 3/4" CORTE 01 -168.0057391699111 -168.0057391699111 3 d 3/4" 1 -168.0057391699111 2 d 1/2" -168.0057391699111 -168.0057391699111 -168.0057391699111 -168.0057391699111 2 d 1/2" -168.0057391699111 3 d 3/4" CORTE 02 -168.0057391699111 -168.0057391699111 3 d 3/4" \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 2 d 1/2" 2 d 3/4" 2 d 3/4" 2 d 1/2" C - 5 VP-102 -168.0057391699111 2 d 3/4" -168.0057391699111 -168.0057391699111 d 3/8" : 3 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E : 3 @ 0.15 -168.0057391699111 -168.0057391699111 -168.0057391699111 -168.0057391699111 -168.0057391699111 -168.0057391699111 3 d 3/4" 3 d 3/4" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 3/4" VP-102 V-CH V-CH C - 5 2 d 1/2" \A1;0.50 \A1;0.20 \A1;0.25 \A1;0.70 \A1;8.05 \A1;0.50 \A1;0.20 \A1;0.25 \A1;0.70 \A1;1.70 \A1;0.50 \A1;0.30 \A1;0.40 \A1;1.70 \A1;0.45 VIGA VP - 100 (0.25 X 0.70) 3 d 3/4" 3 d 3/4" d 3/8" : 8 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E -168.0057391699111 2 d 1/2" -168.0057391699111 3 d 3/4" CORTE 01 -168.0057391699111 -168.0057391699111 3 d 3/4" 1 -168.0057391699111 -168.0057391699111 2 d 1/2" -168.0057391699111 3 d 3/4" CORTE 02 -168.0057391699111 -168.0057391699111 3 d 3/4" \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 2 d 1/2" 2 d 3/4" 2 d 3/4" 2 d 1/2" C - 6 VP-102 -168.0057391699111 2 d 3/4" -168.0057391699111 -168.0057391699111 -168.0057391699111 -168.0057391699111 -168.0057391699111 3 d 3/4" 2 d 1/2" 2 d 1/2" 2 d 3/4" VP-102 V-CH V-CH C - 6 2 d 1/2" : 5 @ 0.15 2 \A1;0.90 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.90 \A1;0.90 \A1;3.86 \A1;0.40 \A1;0.50 \A1;0.20 \A1;0.25 \A1;0.70 \A1;0.40 \A1;3.85 \A1;0.40 \A1;0.90 \A1;0.50 \A1;0.20 \A1;0.25 \A1;0.70 VIGA VP - 100 (0.25 X 0.70) C - 1 3 d 3/4" 3 d 3/4" d 3/8" : 3 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E : 5 @ 0.15 -146.99683208483 2 d 1/2" -146.99683208483 3 d 3/4" CORTE 01 -146.99683208483 -146.99683208483 3 d 3/4" 1 -146.99683208483 2 d 1/2" -146.99683208483 -146.99683208483 -146.99683208483 -146.99683208483 2 d 1/2" -146.99683208483 3 d 3/4" CORTE 02 -146.99683208483 -146.99683208483 3 d 3/4" \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 2 d 1/2" 2 d 3/4" 2 d 3/4" 2 d 1/2" C - 5 VP-102 -146.99683208483 2 d 3/4" -146.99683208483 -146.99683208483 d 3/8" : 3 @ 0.10 : 2 @ 0.05 : R @ 0.20 C/E : 3 @ 0.15 -146.99683208483 -146.99683208483 -146.99683208483 -146.99683208483 -146.99683208483 -146.99683208483 3 d 3/4" 3 d 3/4" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 3/4" VP-102 V-CH V-CH C - 5 2 d 1/2" 2 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.20 \A1;0.40 \A1;4.10 \A1;0.25 \A1;0.50 \A1;0.80 \A1;0.80 C - 6 C - 1 3 d 5/8" 2 d 1/2" 3 d 5/8" 2 d 1/2" d 3/8" : 8 @ 0.10 : 1 @ 0.05 : R @ 0.20 C/E -159.5099768595913 1 -159.5099768595913 -159.5099768595913 6 d 5/8" 2 d 1/2" CORTE 02 2 V - CH (0.40 X 0.20) -159.5099768595913 -159.5099768595913 -159.5099768595913 -159.5099768595913 6 d 5/8" 4 d 1/2" CORTE 01 VP-102 VP-102 \LDETALLE DE VIGAS f'c: 210 Kg/cm2 ESCALA: 1/20 -159.5099768595913 -159.5099768595913 -159.5099768595913 -159.5099768595913 2 d 1/2" 0.10 3.15 0.25 2.60 0.25 2.60 0.25 2.60 0.25 1.25 13.30 3.25 0.50 2.35 0.50 2.35 0.50 2.35 0.50 1.00 1.50 14.80 1.62 3.22 2.85 2.85 1.5 A - 1 A - 1 ESC: 1 / 50 CIMENTACIÓN (Aulas y Baños) AULA SS.HH. varones 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 AULA 1 2 3 4 5 6 7 8 5 CC - 2 CC - 2 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-4 C-4 C-4 C-4 C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A C-A A B C D 5 5 5 5 5 5 5 5 5 5 5 A B C D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 5 6 7 8 4 5 5 5 2' 5 5 5 6' NFP= + 2.95 NFP= + 2.95 NFP= + 2.95 NFP= + 2.95 HALL NFP= + 2.95 HALL Junta de Dilatacion 1" Junta de Dilatacion 1" Junta de Dilatacion 1" Junta de Dilatacion 1" Junta de Dilatacion 1" Junta de Dilatacion 1" Junta de Dilatacion 1" Junta de Dilatacion 1" Junta de Dilatacion 1" Junta de Dilatacion 1" Junta de Dilatacion 1" Junta de Dilatacion 1" Junta de Dilatacion 1" Junta de Dilatacion 1" Junta de Dilatacion 1" Junta de Dilatacion 1" Junta de Dilatacion 1" Junta de Dilatacion 1" Junta de Dilatacion 1" Junta de Dilatacion 1" Junta de Dilatacion 1" C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-1 C-1 Z-1 08 ø 5/8" @ 0.20 08 ø 5/8" @ 0.20 Z-1 08 ø 5/8" @ 0.20 08 ø 5/8" @ 0.20 Z-1 08 ø 5/8" @ 0.20 08 ø 5/8" @ 0.20 Z-1 08 ø 5/8" @ 0.20 08 ø 5/8" @ 0.20 Z-1 08 ø 5/8" @ 0.20 08 ø 5/8" @ 0.20 Z-1 08 ø 5/8" @ 0.20 08 ø 5/8" @ 0.20 Z-2 05 ø 5/8" @ 0.20 05 ø 5/8" @ 0.20 CC - 1 CC - 1 Z-2 05 ø 5/8" @ 0.20 05 ø 5/8" @ 0.20 08 ø 5/8" @ 0.20 08 ø 5/8" @ 0.20 08 ø 5/8" @ 0.20 08 ø 5/8" @ 0.20 08 ø 5/8" @ 0.20 08 ø 5/8" @ 0.20 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 08 ø 5/8" @ 0.20 08 ø 5/8" @ 0.20 08 ø 5/8" @ 0.20 08 ø 5/8" @ 0.20 08 ø 5/8" @ 0.20 08 ø 5/8" @ 0.20 CC - 2 Z-2 CC - 1 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 CC - 2 Z-2 CC - 1 CC - 1 CC - 2 CC - 2 CC - 2 V-C V-C

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, classrooms, DETAIL, DWG, earthquake resistant structure, education, erdbebensicher strukturen, FOUNDATION, foundations, module, plan, secondary, seismic structures, seismoresistant, structure, strukturen