Profile Gaviones Design And Details DWG Detail for AutoCAD

Gaviones design and flat profile details of technical specifications and topography

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

foundation, both sides, cº ciclopeo foundation, beam, ladder beam, affirmed, stair detail, reinforced concrete:, note:, of the natural level of the terrain and after leveling, technical specifications, dead loads, overloads, according to the levels that are indicated in the corresponding planes, r min., ls: splice length, detail of splices in columns, detail axes aa, bb, cc, dd, cc-esc, nt, reinforced surplus, perimeter fence, detail shafts foundation perimeter fence, ceiling beam, sheet:, district municipality, foundation – details, de jesus, plane :, project :, province:, district :, cajamarca, drawing :, date:, scale :, jesus, indicated, dept. :, w and v san juan ing. srltda, construction of the health center of caserio, huayanmarca – district of jesus – cajamarca, caserio :, huayanmarca, river margin, l s, s s, d b, section a-a, section b-b, topographic plan, floor plan gabion

Raw text data extracted from CAD file:

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\A1;0.25 \A1;1 \A1;2 \A1;3 \A1;4 \A1;5 \A1;6 \A1;7 \A1;8 CIMENTACION ESC: 1/50 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 A B C D 1 2 3 4 5 6 7 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C2 Z2 10ø1/2″@0.15 8ø1/2″@0.15 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) CC-1 CC-1 CC-1 CC-1 V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) 10ø1/2″@0.15 8ø1/2″@0.15 10ø1/2″@0.15 8ø1/2″@0.15 10ø1/2″@0.15 8ø1/2″@0.15 10ø1/2″@0.15 8ø1/2″@0.15 10ø1/2″@0.15 8ø1/2″@0.15 10ø1/2″@0.15 8ø1/2″@0.15 10ø1/2″@0.15 8ø1/2″@0.15 C3 Z2 C2 Z2 C2 Z2 C2 Z2 C2 Z2 C2 Z2 C2 Z2 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) 96.37844436755722 96.37844436755722 96.37844436755722 V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 C2 C3 C3 C3 C3 C3 C3 C3 C3 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 96.37844436755722 96.37844436755722 2 Ø5/8″ 4 Ø5/8″ 4 Ø5/8″ 96.37844436755722 96.37844436755722 3 Ø1/2″ 3 Ø1/2″ Rsto. cada 0.20 mts. ambos lados 5 Ø 3/8″ @ 0.10 mts. 1 Ø 3/8″ @ 0.05 mts. 2 Ø 3/8″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. COLUMNA C2 COLUMNA C1 N.P.T.+0.20 m N.P.T.+0.15 m vereda 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 Cimiento de Cº Ciclopeo C:H 1:10 +30% P.G.6″ max. Piedra máx 3″ 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 N.P.T.+1.55 m P=0.30 m CP=0.175 m VIGA MURO PORTANTE e=0.25 m \A1;d3/8″@.30m \A1;d3/8″@.30m \A1;d1/2″@.20m \A1;d1/2″@.20m \A1;d1/2″@.20m \A1;d1/2″@.20m VIGA ESCALERA 96.37844436755722 96.37844436755722 2Ø5/8″ 2Ø5/8″ \A1;Estribos d 1/4″ 1@0.05m + 5@0.10m + rto.@0.20m. en c/extremo en cada tramo. \A1;d3/8″@.30m Afirmado 2 3 4 5 6 7 8 1 N.P.T.+ 3.10 m 96.37844436755722 96.37844436755722 11 12 13 14 15 16 10 DETALLE DE ESCALERA ESC: 1/50 CONCRETO ARMADO : RECUBRIMIENTOS : ZAPATAS 7.5 cms * LA CIMENTACION, SE REALIZARA PARA ZAPATAS HASTA 1.00 mts. POR DEBAJO RESISTENCIA DEL SUELO : At= 1.05 Kg/cm2 NOTA : VIGAS DE CIMENTACION f’c= 210 Kg/cm2 COLUMNAS f’c= 210 Kg/cm2 ZAPATAS f’c= 210 Kg/cm2 COLUMNAS 2.5 cms DEL NIVEL NATURAL DEL TERRENO Y DESPUES DE LA NIVELACION ESPECIFICACIONES TECNICAS ACERO f’y= 4,200 Kg/cm2 VIGAS f’c= 210 Kg/cm2 CARGAS MUERTAS ALIGERADO = 300 Kg/M2 PISO TERMINADO = 100 Kg/M2 TABIQUERIA = 100 Kg /M2 SOBRECARGAS CARGA DE VIENTO = 10 kg/M2 SALA DE USOS MULTIPLES = 400 kG/M2 OFICINAS – CONSULTORIOS = 200 Kg /M2 ESCALERAS Y CORREDORES = 400 Kg /M2 RESISTENCIA REQUERIDA = 1.4 CM+1.7CV SEGUN LOS NIVELES QUE SE INDICAN EN LOS PLANOS CORRESPONDIENTES Esc.: 1:20 DETALLE T\U+00CDPICO DE ESTRIBOS CERRADOS R mín. (cm) f L R (cm) 1.5 1/4″ 10.0 15.0 2.0 3/8″ 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 ls : Longitud de empalme Ss : Espaciamiento en la zona de empalme, no será mayor de d/4 ó 10 cm 96.37844436755722 db ls 96.37844436755722 96.37844436755722 40.00 \A1;1/2 (Plg) (cm) 50.00 5/8 60.00 3/4 80.00 1 DETALLE DE EMPALMES EN COLUMNAS ESC.: 1:20 \W7.88617; \A1;Afirmado de terreno N. + 0.10 \W5.07603; \A1;N.P.T. + 0.20 N.T. + 0.00 VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ ZAPATA f’c = 210 kg/cm2 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 VCM 25 X 40 – C° f ‘c = 210 kg/cm² VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 \A1;L Rsto. cada 0.20 mts. ambos lados 5 Ø 3/8″ @ 0.10 mts. 1 Ø 3/8″ @ 0.05 mts. 2 Ø 3/8″ @ 0.15 mts. \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 Rsto. cada 0.20 mts. ambos lados 5 Ø 3/8″ @ 0.10 mts. 1 Ø 3/8″ @ 0.05 mts. 2 Ø 3/8″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 3/8″ @ 0.10 mts. 1 Ø 3/8″ @ 0.05 mts. 2 Ø 3/8″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 3/8″ @ 0.10 mts. 1 Ø 3/8″ @ 0.05 mts. 2 Ø 3/8″ @ 0.15 mts. 96.37844436755722 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 Solado de concreto f’c = 140 kg/cm2 Solado de concreto f’c = 140 kg/cm2 Solado de concreto f’c = 140 kg/cm2 DETALLE EJE 7-7, 6-6 ESC: 1/50 \W7.88617; \A1;Afirmado de terreno N. + 0.10 \W5.07603; \A1;N.P.T. + 0.20 N.T. + 0.00 VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ ZAPATA f’c = 210 kg/cm2 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 VCM 25 X 40 – C° f ‘c = 210 kg/cm² VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 \A1;L Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 96.37844436755722 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 Solado de concreto f’c = 140 kg/cm2 Solado de concreto f’c = 140 kg/cm2 \W7.88617; \A1;Afirmado de terreno N. + 0.10 \W5.07603; \A1;N.P.T. + 0.20 N.T. + 0.00 VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ ZAPATA f’c = 210 kg/cm2 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 \A1;L \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 96.37844436755722 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 Solado de concreto f’c = 140 kg/cm2 Solado de concreto f’c = 140 kg/cm2 \W7.88617; \A1;Afirmado de terreno N. + 0.10 N.T. + 0.00 \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 \W7.88617; \A1;Afirmado de terreno N. + 0.10 \W5.07603; \A1;N.P.T. + 0.20 N.T. + 0.00 VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ ZAPATA f’c = 210 kg/cm2 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 \A1;L \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 96.37844436755722 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 Solado de concreto f’c = 140 kg/cm2 Solado de concreto f’c = 140 kg/cm2 \W7.88617; \A1;Afirmado de terreno N. + 0.10 N.T. + 0.00 \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 \W7.88617; \A1;Afirmado de terreno N. + 0.10 \W5.07603; \A1;N.P.T. + 0.20 N.T. + 0.00 VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ ZAPATA f’c = 210 kg/cm2 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 \A1;L \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 96.37844436755722 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 Solado de concreto f’c = 140 kg/cm2 Solado de concreto f’c = 140 kg/cm2 \W7.88617; \A1;Afirmado de terreno N. + 0.10 N.T. + 0.00 \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 DETALLE EJE 1-1 ESC: 1/50 DETALLE EJE 2-2 ESC: 1/50 DETALLE EJE 3-3,4-4 ESC: 1/50 DETALLE EJE 5-5 ESC: 1/50 96.37844436755722 96.37844436755722 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. \W5.07603; \A1;N.P.T. + 0.20 VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ Rsto. cada 0.20 mts. ambos lados 5 Ø 3/8″ @ 0.10 mts. 1 Ø 3/8″ @ 0.05 mts. 2 Ø 3/8″ @ 0.15 mts. \W7.88617; \A1;Afirmado de terreno N. + 0.10 \W5.07603; \A1;N.P.T. + 0.20 N.T. + 0.00 \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 VCM 25 X 40 – C° f ‘c = 210 kg/cm² VCM 25 X 40 – C° f ‘c = 210 kg/cm² VCM 25 X 40 – C° f ‘c = 210 kg/cm² VCM 25 X 40 – C° f ‘c = 210 kg/cm² \W7.88617; \A1;Afirmado de terreno N. + 0.10 N.T. + 0.00 SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 \W5.07603; \A1;N.P.T. + 0.20 SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Solado de concreto f’c = 140 kg/cm2 Solado de concreto f’c = 140 kg/cm2 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 \A1;L \W5.07603; \A1;N.P.T. + 0.20 \W5.07603; \A1;N.P.T. + 0.20 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 Solado de concreto f’c = 140 kg/cm2 Solado de concreto f’c = 140 kg/cm2 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 DETALLE EJES A-A,B-B, C-C, D-D ESC: 1/50 CC-1 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-ESC 96.37844436755722 96.37844436755722 2 Ø3/8″ 2 Ø3/8″ Rsto. cada 0.20 mts. ambos lados 2 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. COLUMNA C3 96.37844436755722 96.37844436755722 2 Ø1/2″ 2 Ø1/2″ Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. COLUMNA C4 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 Cimiento de Cº Ciclopeo C:H 1:10 +30% P.G.6″ max. N.T. Falso piso e=10 cm Afirmado e=10 cm \A1;Sobrecimiento F’c=140 Kg/cm2 CORTE 4 – 4 ESCALA: 1:25 CC – 1 Solado de concreto f’c = 140 kg/cm2 Cimiento corrido C:H : 1:10 + 30% P.G Sobrecimiento armado f’c= 140 kg/cm2 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 2 Ø3/8″ 2 Ø3/8″ 1 Ø 1/4″ @ 0.20 mts. SOBRECIMIENTO ARMADO CERCO PERIMETRICO DETALLE EJES CIMIENTO CORRIDO CERCO PERIMETRICO ESC: 1/50 96.37844436755722 96.37844436755722 96.37844436755722 Cimiento de Cº Ciclopeo C:H 1:10 +30% P.G.6″ max. N.T. Falso piso e=10 cm Afirmado e=10 cm CORTE 4 – 4 ESCALA: 1:25 CC – 1 96.37844436755722 96.37844436755722 2 Ø3/8″ 2 Ø3/8″ 1 Ø 1/4″ @ 0.20 mts. SOBRECIMIENTO ARMADO CIMENTACION CC-1 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 96.37844436755722 E F 96.37844436755722 9 8 96.37844436755722 96.37844436755722 2 Ø1/2″ 2 Ø1/2″ 1 Ø 1/4″ @ 0.20 mts. VIGA DE CIEMNTACION 25 X 40 CMS C-1 LAMINA : MUNICIPALIDAD DISTRITAL CIMENTACION – DETALLES DE JESUS PLANO: PROYECTO: PROVINCIA : DISTRITO: CAJAMARCA DIBUJO: FECHA : ESCALA: JESUS CAJAMARCA MAYO – 2011 INDICADAS PLANO: DPTO. : W y V SAN JUAN ING. SRLtda CONSTRUCCION DEL CENTRO DE SALUD DEL CASERIO HUAYANMARCA – DISTRITO DE JESUS – CAJAMARCA CASERIO: HUAYANMARCA \A1;1.00 \A1;5.00 MTS \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.50 \A1;2.00 \A1;5.00 mts \A1;1.00 \A1;15.00 \A1;1.00 \A1;16.00 \A1;1.00 \A1;15.00 \A1;1.00 \A1;50.00 \A1;50.00 \A1;1.00 \A1;15.00 \A1;1.00 \A1;16.00 \A1;1.00 \A1;15.00 \A1;1.00 \A1;50.00 \A1;1.00 \A1;15.00 \A1;1.00 \A1;16.00 \A1;1.00 \A1;15.00 \A1;1.00 \A1;50.00 \A1;1.00 \A1;15.00 \A1;1.00 \A1;16.00 \A1;1.00 \A1;15.00 \A1;1.00 \A1;165° \A1;165° \A1;1.00 \A1;0.50 \A1;2.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;8.00 M \A1;3.00 \A1;3.00 \A1;3.00 \A1;8.00 M 1 1 2 2 3 3 4 4 5 5 6 6 787800 787900 788000 788100 788200 788300 788400 788500 788600 788700 788800 9198500 9198600 9198700 9198800 9198900 9199000 9199100 9199200 787700 787600 788900 SECCION 1-1 2519.00 2519.50 2520.00 2520.50 2521.00 2518.50 2518.00 0.00 5.00 10.00 15.00 20.00 25.00 SECCION 2-2 2518.50 2519.00 2519.50 2520.00 2520.50 2518.00 2517.50 0.00 5.00 10.00 15.00 20.00 25.00 SECCION 3-3 2518.00 2518.50 2519.00 2519.50 2520.00 2517.50 2517.00 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 SECCION 4-4 2517.50 2518.00 2518.50 2519.00 2519.50 2517.00 2516.50 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 25.00 30.00 35.00 SECCION 5-5 2516.50 2517.00 2517.50 2518.00 2518.50 2516.00 2515.50 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 25.00 30.00 35.00 2516.00 2516.50 2517.00 2517.50 2518.00 2515.50 2515.00 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 SECCION 6-6 2 2 3 3 4 4 5 5 6 6 788200 788300 788400 787800 9198600 9198700 9198800 788100 Margen del río Margen del río 5 5 5 5 5 3.00 SECCION 1-1 2520.00 2521.00 2522.00 2523.00 2524.00 2519.00 2518.00 0.00 5.00 10.00 15.00 20.00 25.00 SECCION 2-2 2519.00 2520.00 2521.00 2522.00 2523.00 2518.00 2517.00 0.00 5.00 10.00 15.00 20.00 25.00 SECCION 3-3 2518.00 2519.00 2520.00 2521.00 2522.00 2517.00 2516.00 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 SECCION 4-4 2518.00 2519.00 2520.00 2521.00 2522.00 2517.00 2516.00 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 25.00 30.00 35.00 SECCION 5-5 2517.00 2518.00 2519.00 2521.00 2522.00 2516.00 2515.00 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 25.00 30.00 35.00 2517.00 2518.00 2519.00 2520.00 2521.00 2516.00 2515.00 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 SECCION 6-6 \A1;1 \A1;2 \A1;3 \A1;4 \A1;5 \A1;6 \A1;7 \A1;8 CIMENTACION ESC: 1/50 5 5 5 5 5 5 5 5 5 5 5 A B C D 1 2 3 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C1 Z1 8ø1/2″@0.15 8ø1/2″@0.15 C2 Z2 10ø1/2″@0.15 8ø1/2″@0.15 5 5 5 5 5 5 5 5 5 5 V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) CC-1 CC-1 CC-1 CC-1 V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) 10ø1/2″@0.15 8ø1/2″@0.15 10ø1/2″@0.15 8ø1/2″@0.15 10ø1/2″@0.15 8ø1/2″@0.15 10ø1/2″@0.15 8ø1/2″@0.15 10ø1/2″@0.15 8ø1/2″@0.15 10ø1/2″@0.15 8ø1/2″@0.15 10ø1/2″@0.15 8ø1/2″@0.15 C3 Z2 C2 Z2 C2 Z2 C2 Z2 C2 Z2 C2 Z2 C2 Z2 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 V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) 5 5 5 V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) V.CIM (25×40) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C2 C3 C3 C3 C3 C3 C3 C3 C3 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 5 5 2 Ø5/8″ 4 Ø5/8″ 4 Ø5/8″ 5 5 3 Ø1/2″ 3 Ø1/2″ Rsto. cada 0.20 mts. ambos lados 5 Ø 3/8″ @ 0.10 mts. 1 Ø 3/8″ @ 0.05 mts. 2 Ø 3/8″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. COLUMNA C2 COLUMNA C1 N.P.T.+0.20 m N.P.T.+0.15 m vereda 5 5 5 5 Cimiento de Cº Ciclopeo C:H 1:10 +30% P.G.6″ max. Piedra máx 3″ 5 5 5 5 0.35 N.P.T.+1.55 m P=0.30 m CP=0.175 m VIGA MURO PORTANTE e=0.25 m \A1;d3/8″@.30m \A1;d3/8″@.30m \A1;d1/2″@.20m \A1;d1/2″@.20m \A1;d1/2″@.20m \A1;d1/2″@.20m VIGA ESCALERA 5 5 2Ø5/8″ 2Ø5/8″ \A1;Estribos d 1/4″ 1@0.05m + 5@0.10m + rto.@0.20m. en c/extremo en cada tramo. \A1;d3/8″@.30m Afirmado 2 3 4 5 6 7 8 1 N.P.T.+ 3.10 m 5 5 11 12 13 14 15 16 10 DETALLE DE ESCALERA ESC: 1/50 CONCRETO ARMADO : RECUBRIMIENTOS : ZAPATAS 7.5 cms * LA CIMENTACION, SE REALIZARA PARA ZAPATAS HASTA 1.00 mts. POR DEBAJO RESISTENCIA DEL SUELO : At= 1.05 Kg/cm2 NOTA : VIGAS DE CIMENTACION f’c= 210 Kg/cm2 COLUMNAS f’c= 210 Kg/cm2 ZAPATAS f’c= 210 Kg/cm2 COLUMNAS 2.5 cms DEL NIVEL NATURAL DEL TERRENO Y DESPUES DE LA NIVELACION ESPECIFICACIONES TECNICAS ACERO f’y= 4,200 Kg/cm2 VIGAS f’c= 210 Kg/cm2 CARGAS MUERTAS ALIGERADO = 300 Kg/M2 PISO TERMINADO = 100 Kg/M2 TABIQUERIA = 100 Kg /M2 SOBRECARGAS CARGA DE VIENTO = 10 kg/M2 SALA DE USOS MULTIPLES = 400 kG/M2 OFICINAS – CONSULTORIOS = 200 Kg /M2 ESCALERAS Y CORREDORES = 400 Kg /M2 RESISTENCIA REQUERIDA = 1.4 CM+1.7CV SEGUN LOS NIVELES QUE SE INDICAN EN LOS PLANOS CORRESPONDIENTES Esc.: 1:20 DETALLE T\U+00CDPICO DE ESTRIBOS CERRADOS R mín. (cm) f L R (cm) 1.5 1/4″ 10.0 15.0 2.0 3/8″ L 4 d b 5 l s S s ls : Longitud de empalme Ss : Espaciamiento en la zona de empalme, no será mayor de d/4 ó 10 cm d b db ls t d 40.00 \A1;1/2 (Plg) (cm) 50.00 5/8 60.00 3/4 80.00 1 DETALLE DE EMPALMES EN COLUMNAS ESC.: 1:20 \W7.88617; \A1;Afirmado de terreno N. + 0.10 \W5.07603; \A1;N.P.T. + 0.20 N.T. + 0.00 VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ ZAPATA f’c = 210 kg/cm2 5 5 5 5 5 5 5 VCM 25 X 40 – C° f ‘c = 210 kg/cm² VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ 5 5 5 5 5 5 \A1;L Rsto. cada 0.20 mts. ambos lados 5 Ø 3/8″ @ 0.10 mts. 1 Ø 3/8″ @ 0.05 mts. 2 Ø 3/8″ @ 0.15 mts. \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 Rsto. cada 0.20 mts. ambos lados 5 Ø 3/8″ @ 0.10 mts. 1 Ø 3/8″ @ 0.05 mts. 2 Ø 3/8″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 3/8″ @ 0.10 mts. 1 Ø 3/8″ @ 0.05 mts. 2 Ø 3/8″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 3/8″ @ 0.10 mts. 1 Ø 3/8″ @ 0.05 mts. 2 Ø 3/8″ @ 0.15 mts. 5 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 Solado de concreto f’c = 140 kg/cm2 Solado de concreto f’c = 140 kg/cm2 Solado de concreto f’c = 140 kg/cm2 DETALLE EJE 7-7, 6-6 ESC: 1/50 \W7.88617; \A1;Afirmado de terreno N. + 0.10 \W5.07603; \A1;N.P.T. + 0.20 N.T. + 0.00 VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ ZAPATA f’c = 210 kg/cm2 5 5 5 5 5 5 5 VCM 25 X 40 – C° f ‘c = 210 kg/cm² VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ 5 5 5 5 5 5 \A1;L Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 5 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 Solado de concreto f’c = 140 kg/cm2 Solado de concreto f’c = 140 kg/cm2 \W7.88617; \A1;Afirmado de terreno N. + 0.10 \W5.07603; \A1;N.P.T. + 0.20 N.T. + 0.00 VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ ZAPATA f’c = 210 kg/cm2 5 5 5 5 5 5 5 VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ 5 5 5 5 5 5 \A1;L \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 5 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 Solado de concreto f’c = 140 kg/cm2 Solado de concreto f’c = 140 kg/cm2 \W7.88617; \A1;Afirmado de terreno N. + 0.10 N.T. + 0.00 \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 \W7.88617; \A1;Afirmado de terreno N. + 0.10 \W5.07603; \A1;N.P.T. + 0.20 N.T. + 0.00 VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ ZAPATA f’c = 210 kg/cm2 5 5 5 5 5 5 5 VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ 5 5 5 5 5 5 \A1;L \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 5 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 Solado de concreto f’c = 140 kg/cm2 Solado de concreto f’c = 140 kg/cm2 \W7.88617; \A1;Afirmado de terreno N. + 0.10 N.T. + 0.00 \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 \W7.88617; \A1;Afirmado de terreno N. + 0.10 \W5.07603; \A1;N.P.T. + 0.20 N.T. + 0.00 VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ ZAPATA f’c = 210 kg/cm2 5 5 5 5 5 5 5 VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ 5 5 5 5 5 5 \A1;L \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 5 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 Solado de concreto f’c = 140 kg/cm2 Solado de concreto f’c = 140 kg/cm2 \W7.88617; \A1;Afirmado de terreno N. + 0.10 N.T. + 0.00 \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 DETALLE EJE 1-1 ESC: 1/50 DETALLE EJE 2-2 ESC: 1/50 DETALLE EJE 3-3,4-4 ESC: 1/50 DETALLE EJE 5-5 ESC: 1/50 5 5 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 ZAPATA f’c = 210 kg/cm2 Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. \W5.07603; \A1;N.P.T. + 0.20 VCM 25 X 40 – C° f ‘c = 210 kg/cm² SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ Rsto. cada 0.20 mts. ambos lados 5 Ø 3/8″ @ 0.10 mts. 1 Ø 3/8″ @ 0.05 mts. 2 Ø 3/8″ @ 0.15 mts. \W7.88617; \A1;Afirmado de terreno N. + 0.10 \W5.07603; \A1;N.P.T. + 0.20 N.T. + 0.00 \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 VCM 25 X 40 – C° f ‘c = 210 kg/cm² VCM 25 X 40 – C° f ‘c = 210 kg/cm² VCM 25 X 40 – C° f ‘c = 210 kg/cm² VCM 25 X 40 – C° f ‘c = 210 kg/cm² \W7.88617; \A1;Afirmado de terreno N. + 0.10 N.T. + 0.00 SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ \W7.44158; \A1;Sobrecimiento N.P.T. + 0.25 \W5.07603; \A1;N.P.T. + 0.20 SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ SOBRECIMIENTO C:H 1:8+25% P.M.Max 3″ Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. Solado de concreto f’c = 140 kg/cm2 Solado de concreto f’c = 140 kg/cm2 5 5 5 5 5 5 \A1;L \W5.07603; \A1;N.P.T. + 0.20 \W5.07603; \A1;N.P.T. + 0.20 5 5 5 5 5 5 5 Solado de concreto f’c = 140 kg/cm2 Solado de concreto f’c = 140 kg/cm2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE EJES A-A,B-B, C-C, D-D ESC: 1/50 CC-1 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-ESC 5 5 2 Ø3/8″ 2 Ø3/8″ Rsto. cada 0.20 mts. ambos lados 2 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. COLUMNA C3 5 5 2 Ø1/2″ 2 Ø1/2″ Rsto. cada 0.20 mts. ambos lados 5 Ø 1/4″ @ 0.10 mts. 1 Ø 1/4″ @ 0.05 mts. 2 Ø 1/4″ @ 0.15 mts. COLUMNA C4 5 5 5 5 Cimiento de Cº Ciclopeo C:H 1:10 +30% P.G.6″ max. N.T. Falso piso e=10 cm Afirmado e=10 cm \A1;Sobrecimiento F’c=140 Kg/cm2 CORTE 4 – 4 ESCALA: 1:25 CC – 1 Solado de concreto f’c = 140 kg/cm2 Cimiento corrido C:H : 1:10 + 30% P.G Sobrecimiento armado f’c= 140 kg/cm2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 Ø3/8″ 2 Ø3/8″ 1 Ø 1/4″ @ 0.20 mts. SOBRECIMIENTO ARMADO CERCO PERIMETRICO DETALLE EJES CIMIENTO CORRIDO CERCO PERIMETRICO ESC: 1/50 5 5 5 Cimiento de Cº Ciclopeo C:H 1:10 +30% P.G.6″ max. N.T. Falso piso e=10 cm Afirmado e=10 cm CORTE 4 – 4 ESCALA: 1:25 CC – 1 5 5 2 Ø3/8″ 2 Ø3/8″ 1 Ø 1/4″ @ 0.20 mts. SOBRECIMIENTO ARMADO CIMENTACION CC-1 5 5 5 5 5 5 5 5 E F 5 9 8 5 5 2 Ø1/2″ 2 Ø1/2″ 1 Ø 1/4″ @ 0.20 mts. VIGA DE CIEMNTACION 25 X 40 CMS 0.30 5 5 5 5 5 5 \W8.68479; \A1;Colchon Reno 5.00 x 2.00 x 0.30 mts (malla tipo 10×12 \W8.66521; \A1;D= 3.40 mm, bordes mecanicamente enrollado) \W9.70851; \A1;Gavion Caja Fuerte 5.00 x 1.00 x 1.00 mts (malla tipo 10×12, \W9.69098; \A1;D= 3.40 mm, bordes mecanicamente enrollado) \W6.67955; \A1;Geotextil no tejido 190 pp 5 \W8.68479; \A1;Colchon Reno 5.00 x 2.00 x 0.30 mts (malla tipo 10×12 \W8.66521; \A1;D= 3.40 mm, bordes mecanicamente enrollado) 5.00 MTS \W9.70851; \A1;Gavion Caja Fuerte 5.00 x 1.00 x 1.00 mts (malla tipo 10×12, \W9.69098; \A1;D= 3.40 mm, bordes mecanicamente enrollado) \W6.67955; \A1;Geotextil no tejido 190 pp 5 \W8.15026; \A1;Contrafuerte de Gavion Caja 3.00 x 1.00 x 1.00 mts \W8.14253; \A1;(malla tipo 10×12, D= 2.70 mm, bordes \W8.13892; \A1;mecanicamente enrollado) 5 5 5 1.00 5 5 5.00 mts A A B B 5 5 5 5 5 5 5 5 A A B B 5 5 5 5 5 5 5 5 A A B B 5 5 5 5 5 5 5 5 A A B B 5 5 5 5 5 5 5 5 A A A A 5 5 SECCION A-A SECCION B-B 5 5 5 2525.00 2522.50 2520.00 2517.50 2527.50 2530.00 2520.00 2522.50 2525.00 2527.50 2530.00 2535.00 2535.00 2522.50 2520.00 3.00 5 3.00 8.00 M 3.00 5 3.00 8.00 M PLANO TOPOGRAFICO PLANO DE PLANTA DE GAVIONES ESC: 1/500 ESC: 1/250