Truss DWG Plan for AutoCAD

Truss DWG Plan for AutoCAD

Light metal truss plans 8m

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

beam, beam channel, content:, draft:, owner:, architect:, scale:, collaboration:, archive:, date:, flat:, content:, draft:, owner:, architect:, scale:, collaboration:, archive:, date:, flat:, content:, draft:, owner:, architect:, scale:, collaboration:, archive:, date:, flat:, lts, solid plate, eternit, thickness cm, marquee, beam channel, content:, draft:, owner:, architect:, scale:, collaboration:, archive:, date:, flat:, beam cm., cm., beam cm., lightened plate, canvas cassette, canvas cassette, welded Mesh, joist, tank plate, cutting of joists., scale:, cutting of beams, scale:, They are, second floor lightened plate, cm., beam cm., beam ae cm., cm., beam cm., you should not leave anthills in the columns, Quality tests:, concrete psi, in the present case, according to the law of, it requires the presence of a technical supervisor., seismoresistant norms, decree of, concrete: one sample each concrete pour, notes, carrying capacity, all dimensions are given in less than, depth of foundation, intermediate seismic risk zone, Bogota, Material specifications:, otherwise specified, reinforcing steel for equal diameters, concrete walls mpa, greater, minors, table for standard hooks, hook, for the bending of the main reinforcement bars., bar designation, hook, concrete, reinforced steel, for, pdr for, materials:, hook, do not., standar, They are, They are, They are, They are, beam cm., Lightened plate third floor, They are, cm., They are, They are, They are, beam cm., cm., They are, They are, They are, They are, They are, They are, They are, They are, They are, beam ae cm., They are, beam cm., cm., column, foundation level, cm., cm., column, foundation level, cm., cm., v.a.c cm., They are, They are, They are, lightened plate, canvas cassette, canvas cassette, welded Mesh, joist, concrete, reinforced steel, for, pdr for, materials:, hook, do not., standar, table for standard hooks, hook, for the bending of the main reinforcement bars., bar designation, hook, They are, They are, They are, They are, v.a.c cm., They are, cutting beam beams, scale:, portico, portico, portico, portico, portico, stair type detail, stair type detail, beam channel, variable, beam cm., They are, They are, strut, detail solid plate cm detail, plate no, Wall, upper long armdura each, lower long armdura each, shrinkage temperature retraction each, solid plate, plate detail, v.a.c cm., They are, They are, They are, stair type detail, boundary shoe detail, v.a.c, stair type detail, cm., main armor., variable, detail mensula truss, metal truss detail, scheme, rod no., length, quantity, list of steel aerial beams, beam, beam, beam, beam, beam, beam, beam, beam, beam, beam, beam ae, beam, beam, beam, scheme, rod no., length, quantity, list of steel joists., joist, joist, joist, joist, joist, joist, joist, joist, joist, scheme, rod no., length, quantity, list of steel foundation beams., v.a.c, v.a.c, v.a.c, v.a.c, v.a.c, v.a.c, column are:, column are: building, v.a.c, v.a.c, Shoe are:, total, Shoe are:, total, Shoe are:, total, Shoe are:, total, Shoe are:, total, are: in total, Shoe are:, in to

Raw text data extracted from CAD file:

N.2 + 3.35 35.80 3.75 5.60 3.60 6.35 6.35 5.00 4.00 10.00 .98 35.80 3.75 5.60 3.60 6.35 6.35 5.00 4.00 .98 3.75 5.60 3.60 .98 .72 .10 .10 .53 .10 .70 .77 .80 .80 .80 .80 .80 .80 .80 .80 .80 .10 .10 .70 .10 .10 .10 .70 .10 .10 .52 .10 .70 .75 .80 .80 .80 .80 .57 .73 .80 .80 .80 .10 .70 .10 .70 .10 .70 .11 .70 .10 .70 .10 .70 .10 .70 .55 .68 4.80 4.85 .70 .10 .70 .10 .70 .10 .70 .10 .70 .10 .50 .75 .80 .80 .80 .80 .55 .70 .10 .70 .10 .70 .11 .70 .10 .70 .10 .55 .75 .80 .80 .80 .80 .60 .10 0.40 0.04 0.04 3.75 .20 0.10 1.00 5.60 3.60 6.35 5.00 10.00 4.80 4.88 1.00 1.00 1.00 1.38 .40 .10 .80 .82 .70 .68 .35 1.00 3.25 .70 .74 1.22 1.00 .40 .98 .68 0.04 0.40 0.04 5.60 3.60 1.00 1.00 3.25 1.22 1.00 .40 0.10 3.75 1.00 1.00 1.00 1.38 .40 .80 .70 .81 .35 .70 5.60 3.60 1.00 1.00 3.25 .20 .68 3.75 1.00 1.00 1.00 1.38 .40 .10 .60 .80 .87 .70 .68 .35 .70 .89 0.04 0.40 0.04 0.10 1.00 1.00 1.22 .60 .40 .35 .35 1.00 .87 .89 .70 .10 .98 1.00 0.04 0.40 0.04 3.60 1.22 1.00 .40 0.10 1.00 .35 .25 2.20 .66 .66 .70 2.50 .10 0.04 0.40 0.04 1.00 0.10 3.75 1.00 1.38 .40 .35 .35 0.04 0.40 0.04 0.10 5.00 1.00 2.62 .40 .35 1.00 5.60 1.00 1.00 3.25 .68 0.04 0.40 0.04 3.75 1.00 1.00 1.38 .40 .10 .80 .70 .35 .70 0.10 .35 .98 .70 .70 .10 .58 .67 .70 .10 .70 .10 .70 .10 .70 5.60 3.60 1.00 1.00 3.25 .68 1.00 1.22 3.75 1.00 1.00 1.00 1.38 .40 .10 .70 .80 .66 .70 .68 .35 .68 .40 .35 .30 .40 .30 .40 5.60 3.60 1.00 .70 1.00 3.25 1.00 1.22 .30 .40 3.75 1.00 1.00 1.00 1.38 .40 .73 .66 .70 .35 .68 .40 .35 .20 .10 4.83 4.85 5.60 3.60 1.00 .70 1.00 3.25 .68 1.00 1.22 3.75 1.00 1.00 1.00 1.38 .40 .10 .80 .66 .70 .68 .35 .68 .40 .35 .98 0.04 0.40 0.04 0.10 0.04 0.40 0.04 0.10 .10 6.35 .69 1.00 1.00 1.00 .60 6.35 1.00 .40 .20 5.00 .60 .68 1.00 1.00 2.65 4.00 .35 3.98 .70 .70 .67 .60 .35 .10 6.35 .69 1.00 1.00 1.00 .60 6.35 1.00 .40 .20 5.00 .60 .68 1.00 1.00 2.65 4.00 .35 3.98 .70 .70 .67 .60 .35 .30 .40 .30 .40 .10 4.85 1.00 1.00 1.00 .35 .40 .10 4.85 1.00 1.00 1.00 .35 .40 .35 .10 4.85 1.00 1.00 1.00 2.44 .35 .35 .10 4.85 1.00 1.00 1.00 .35 .40 .10 4.85 1.00 1.00 1.00 2.44 .35 .35 .10 4.85 1.00 1.00 1.00 2.44 .35 4.80 1.00 .40 .20 2.42 2.48 .70 .75 .85 4.80 1.00 .40 .20 2.42 2.48 .70 .75 .85 .70 .75 .85 .35 .90 4.80 1.00 .17 2.52 .70 .75 .85 .35 .90 4.80 1.00 .40 .20 2.42 2.48 .70 .75 .85 4.80 1.00 .17 2.52 .70 .75 .85 .35 .90 4.80 1.00 .17 2.52 10.00 4.85 4.80 .10 4.85 1.00 1.00 1.00 2.44 .35 .35 4.80 1.00 .17 2.52 .70 .75 .85 .35 .90 35.80 3.75 5.60 3.60 6.35 6.35 5.00 4.05 10.00 .98 4.77 4.88 4.80 4.85 1.00 2.30 2.30 1.00 1.70 1.70 2.50 2.50 3.00 1.30 1.30 1.30 2.30 2.30 1.50 1.50 3.00 1.50 1.50 1.50 1.50 .40 .80 2.95 .40 2.10 .40 2.15 .40 .80 2.95 .40 2.10 .40 2.15 .84 1.31 1.00 .84 1.31 1.00 2.50 2.50 2.30 2.30 1.30 3.00 2.30 1.70 1.70 3.00 1.30 1.50 1.90 .80 1.00 1.00 2.20 1.90 .80 1.90 .80 1.90 .80 1.90 .80 1.90 .80 1.90 .80 1.90 .80 1.90 .80 1.50 .07 .04 .07 .04 .07 .04 .07 .04 .07 .04 .07 .04 .07 .04 .25 .25 .25 .25 .35 .35 .35 .35 .83 .60 .80 .30 .40 .90 .30 .40 .30 .40 .30 .40 .30 .40 .30 .40 .30 .40 5.60 3.60 1.00 .70 .73 .66 1.00 3.25 1.00 1.22 3.75 1.00 1.00 1.00 1.38 .40 .70 .35 .68 .40 .35 .20 .10 .30 .40 1.00 5.00 1.00 2.62 .40 .35 .10 4.85 1.00 1.00 1.00 .35 .40 .30 .40 4.80 1.00 .40 .20 2.42 2.48 .70 .75 .85 .80 .07 .04 4.80 4.85 .07 .04 2.30 1.00 .35 .07 .04 2.30 1.00 .07 .04 1.70 1.70 .25 .80 2.95 .40 2.15 .40 2.10 .40 .05 .10 4.85 1.00 1.00 1.00 .35 .40 .10 4.85 1.00 1.00 1.00 2.44 .35 .35 4.80 1.00 .40 .20 2.42 2.48 .70 .75 .85 4.80 1.00 .17 2.52 .70 .75 .85 .35 .90 .10 4.85 1.00 1.00 1.00 2.44 .35 .35 4.80 1.00 .17 2.52 .70 .75 .85 .35 .90 .10 4.85 1.00 1.00 1.00 2.44 .35 .35 4.80 1.00 .17 2.52 .70 .75 .85 .35 .90 5.60 3.60 1.00 .70 .73 .66 1.00 3.25 1.00 1.22 3.75 1.00 1.00 1.00 1.38 .40 .70 .35 .68 .40 .35 .20 .10 4.80 4.85 .80 2.95 .40 2.15 .40 2.10 .40 .35 .05 4.80 4.85 .80 2.95 .40 2.15 .40 .35 .05 .07 .04 1.30 3.00 .07 .04 2.50 2.50 .25 .07 .04 1.30 3.00 4.80 4.85 .80 2.95 .40 2.15 .40 2.10 .40 .35 .05 4.80 4.85 .80 2.95 .40 2.15 .40 2.10 .40 .35 .05 .07 .04 .80 1.50 1.50 .25 .07 .04 1.00 2.20 .07 .04 1.90 .80 .35 .07 .04 2.30 2.30 .25 .07 .04 1.30 3.00 .07 .04 1.30 3.00 .07 .04 1.50 1.50 .25 .07 .04 1.90 .80 .35 .07 .04 1.90 .80 .35 3.35 4.00 1.23 .25 .20 1.23 .25 .17 2.55 3.55 0.40 .30 .40 1.00 3.75 1.00 1.23 1.38 .40 .35 .20 .10 1.41 .76 2.55 .25 .66 .25 2.30 0.04 0.40 0.04 0.10 0.04 0.40 0.04 0.10 1.83 7.38 .85 .98 \A1;0.15 \A1;1.83 \A1;0.98 \A1;0.83 6.35 1.00 1.00 .60 5.00 .60 .68 1.00 1.00 2.65 4.00 .35 .70 .60 .35 1.00 5.00 1.00 2.65 .35 10.00 1.00 .35 1.00 .35 1.00 7.65 1.00 .25 .20 .25 .20 0.30 1.80 .90 1.15 .25 .19 .25 .19 1.00 0.18 0.25 0.36 9.35 1.20 0.94 0.45 \A1;H=.40 \A1;.40 \A1;.25 \A1;.30 \A1;H=.40 \A1;.40 \A1;.25 \A1;.30 2.70 2.70 2.00 2.00 3.19 3.19 3.19 3.19 3.19 3.19 3.19 3.19 3.19 3.19 3.19 3.19 3.19 3.19 3.19 3.19 3.00 3.00 3.00 3.00 1.69 1.69 1.69 1.69 .60 .40 .60 .40 .60 .40 .60 .40 .60 .40 .60 .40 .60 .40 .60 .40 .40 .40 .40 .40 .60 .40 .60 .40 .60 .40 .60 .40 .60 .40 .60 .40 .62 .40 .60 .40 .40 .40 .40 .40 .60 .40 .60 .40 .60 .40 .60 .40 .60 .40 .60 .40 .60 .40 .60 .40 .40 .40 .40 .40 .60 .40 .60 .40 .60 .40 .60 .40 .60 .40 .60 .40 .60 .40 .60 .40 .40 .40 .40 .40 .40 .80 2.95 .40 2.10 .40 2.15 .84 1.31 1.00 0.40 0.20 0.30 12° 32° 38° 44° 49° 41° 24° \A1;S \A1;S \A1;S \A1;S \A1;S .30 .40 .40 .30 .30 .40 0.25 .30 .25 .40 .25 .40 .30 .40 .30 .40 .40 .30 .40 .30 .25 .40 0.25 .30 .30 .40 \A1;.20 \A1;.20 \A1;S=1.0m \A1;.125 \A1;.125 \A1;.125 \A1;.125 \A1;.125 \A1;.125 \A1;.12 \A1;.10 \A1;S=1.0 \A1;S=1.0 \A1;400 \A1;H=250 \A1;400 \A1;.075 \A1;400 \A1;400 \A1;180 \A1;ALTURA DE 2.140 A 200 \A1;250 \A1;.25 \A1;.125 \A1;250 \A1;120 \A1;375 \A1;375 \A1;375 \A1;375 \A1;375 \A1;375 \A1;375 \A1;375 \A1;375 \A1;375 \A1;3.750 \A1;250 \A1;.70 \A1;1.50 \A1;2.55 \A1;1.97 \A1;1.97 \A1;1.55 \A1;.90 \A1;1.500 \A1;.72 \A1;1.55 \A1;1.500 \A1;1.50 \A1;1.74 \A1;1.36 \A1;.98 \A1;.60 \A1;.42 \A1;1.00 \A1;.04 \A1;.04 \A1;.03 \A1;40° \A1;35° \A1;.04 \A1;.03 \A1;.02 \A1;.03 \A1;.03 \A1;.03 \A1;.03 \A1;55° \A1;35° \A1;46° \A1;44° \A1;.00 \A1;1.450 \A1;1.450 \A1;1.450 \A1;1.450 \A1;6.56 \A1;2.14 \A1;9.35 \A1;1.20 \A1;.45 \A1;1.20 \A1;.94 \A1;.72 \A1;.45 \A1;.94 \A1;.94 \A1;.94 \A1;.94 \A1;.94 \A1;.94 1.20 116 3 4 3.00 8 4 3.00 10 4 4.70 8 5 3.00 10 VIGA 12 - 30 x 40 Son:2 E =58 wc 5 5 5 5 5 5 5 5 5 5 6 7 8 9 10 11 12 13 14 15 16 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 8 9 10 11 12 13 7 6 5 4 3 2 1 5 5 5 5 5 5 5 5 5 viga canal 8 7 6 4 5 2 3 1 CONTENIDO: PROYECTO: PROPIETARIO: V°B° ARQUITECTO: ESCALA: COLABORACION: ARCHIVO: FECHA: PLANO: 1:50 CONTENIDO: PROYECTO: PROPIETARIO: V°B° ARQUITECTO: ESCALA: COLABORACION: ARCHIVO: FECHA: PLANO: 1:50 CONTENIDO: PROYECTO: PROPIETARIO: V°B° ARQUITECTO: ESCALA: COLABORACION: ARCHIVO: FECHA: PLANO: 1:50 1000 lts placa maciza eternit eternit espesor .15 cm marquesina marquesina 5 5 5 5 viga canal 1 2 3 4 CONTENIDO: PROYECTO: PROPIETARIO: V°B° ARQUITECTO: ESCALA: COLABORACION: ARCHIVO: FECHA: PLANO: 1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Vt -4 10 X 40 A B C 8 7 6 4 5 3 2 1 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 Vt -4 10 X 40 Vt -1 10 X 40 Vt -1 10 X 40 Vt -1 10 X 40 Vt -1 10 X 40 Vt -1 10 X 40 Vt -2 10 X 40 Vt -2 10 X 40 Vt -2 10 X 40 Vt -3 10 X 40 Vt -1 10 X 40 Vt -2 10 X 40 Vt -1 10 X 40 Vt -1 10 X 40 Vt -1 10 X 40 Vt -1 10 X 40 Vt -1 10 X 40 Vt -2 10 X 40 Vt -2 10 X 40 Vt -2 10 X 40 Vt -2 10 X 40 5 5 5 5 VIGA 4 - 30X40 cm. VIGA 4 - 30X40 cm. VIGA 5 - 30X40 cm. VIGA 5 - 30X40 cm. VIGA 6 - 30X40 cm. VIGA 6 - 30X40 cm. VIGA 7 - 30X40 cm. VIGA 7 - 30X40 cm. VIGA 1 - 30X40 cm. VIGA 2 - 30X40 cm. VIGA 3 - 30X40 cm. 30X40 cm. 30X40 cm. 30X40 cm. 30X40 cm. VIGA 10 - 30X40 cm. VIGA 10 - 30X40 cm. VIGA 10 - 30X40 cm. VIGA 10 - 30X40 cm. VIGA 12 - 30X40 cm. VIGA 12 - 30X40 cm. VIGA 12 - 30X40 cm. VIGA 12 - 30X40 cm. VIGA 11 - 30X40 cm. VIGA E - 25X40 cm. 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 Vt -5 10 X 40 PLACA ALIGERADA 0.10 0.03 0.32 0.05 CASETON DE LONA 0.40 CASETON DE LONA 0.10 0.10 0.70 0.70 MALLA ELECTROSOLDADA 4mm 15x15 1No 2 C/.25 VIGUETA 1No 2 C/.25 1 No4 c/.20 2.80 1 No 4 c/.20 PLACA TANQUE .15 DESPIECE DE VIGUETAS. ESCALA: 1 : 50 DESPIECE DE VIGAS ESCALA: 1 : 50 1 No 6 .22 VIGUETA-7 .07 10 x 40 1 No 5 1 F3 0.20 0.20 0.10 5 5 0.04 5 0.40 0.04 0.07 5 Vt-7 Son : E = 85 PLACA ALIGERADA SEGUNDO PISO 2 3 5 4 5 30X40 cm. 30X40 cm. 5 5 5 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 8 9 10 11 12 13 7 6 5 4 3 2 1 8 7 6 4 5 5 5 VIGA 7 - 30X40 cm. VIGA 7 - 30X40 cm. VIGA 10 - 30X40 cm. VIGA 10 - 30X40 cm. VIGA 10 - 30X40 cm. VIGA 10 - 30X40 cm. VIGA AE 2 - 30X40 cm. VIGA AE 2 - 30X40 cm. VIGA AE 2 - 30X40 cm. 30X40 cm. VIGA 11 - 30X40 cm. 5 5 5 5 5 5 * NO SE DEBEN DEJAR HORMIGUEROS EN LAS COLUMNAS * ENSAYOS DE CALIDAD: * CONCRETO f'C= 3.000 PSI * EN EL PRESENTE CASO Y DE ACUERDO A LA LEY 400 DE 1997, SE EXIGE DE LA PRESENCIA DE SUPERVISOR TECNICO. - NORMAS SISMORESISTENTES LEY 400 DECRETO 33 DE 1998 - CONCRETO: UNA MUESTRA CADA VACIADO DE CONCRETO NOTAS * CAPACIDAD PORTANTE = (qad) 9.2 Ton/m2 * TODAS LAS DIMENSIONES ESTAN DADAS EN METROS, A MENOS QUE * PROFUNDIDAD DE CIMENTACION = -0.80 m * ZONA DE RIESGO SISMICO INTERMEDIA Bogota. (Cundinamarca) * ESPECIFICACIONES DE MATERIALES: SE ESPECIFIQUE LO CONTRARIO - ACERO DE REFUERZO fy=2.400 kg/cm2 PARA DIAMETROS IGUALES - ACERO DE REFUERZO fy=4.200 kg/cm2 PARA DIAMETROS IGUALES - CONCRETO MUROS f'c=21 MPA (210kg/cm2) O MAYORES A 1/2" (12.7mm) O MENORES A 3" (9.5mm) To= 0.50 Tc= 3.00 S3= 0.00 I= 1.00 TABLA (en mm) PARA GANCHOS ESTANDAR 609 774 1031 488 406 549 203 C 152 102 GANCHO 90° 355 306 254 Para el doblamiento de la barras de refuerzo principal. 322 430 573 358 516 688 258 203 287 203 291 323 683 1183 887 547 444 616 102 102 C M 76 51 76 51 178 153 127 178 153 127 222 L 166 112 388 334 278 \A1;C \A1;L 286.4 430.0 573.0 649 915 1219 229.6 152.4 521 381 258.4 586 N° 11 N° 18 N° 14 N° 10 N° 9 N° 8 DESIGNACION DE LA BARRA 76.2 190 N° 4 L 57.0 38.4 142 96 N° 3 N° 2 D 133.2 114.6 95.4 333 286 238 N° 7 N° 6 N° 5 \A1;C db \A1;M \A1;L GANCHO 180° d CONCRETO 3.000P.S.I. ACERO REFORZADO A-37 PARA d1/4"-3/8" PDR 60 PARA d1/2"-5/8"-3/4" MATERIALES: GANCHO 2 No. 3 7 6 5 4 8 3/8" 1/4" 7/8" 3/4" 5/8" 1/2" 1" 0.10 0.15 0.30 0.25 0.30 0.20 0.35 STANDAR 1#4 (3.00m) 1#6 (5.00m) 5 1#6 (6.00m) 5 0.20 1#3 (2.40m) 1#4 (3.00m) 5 1#5 (6.00m) 5 1#4 (2.20m) 5 5 5 5 1#4 (3.00m) 5 1#4 (3.00m) 0.20 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 5 5 5 5ENº3-c/10cm. 6ENº3-c/20cm. 15ENº3-c/20cm. 5ENº3-c/20cm. 5 5 1 No 6 .22 VIGUETA-2 .07 10 x 40 1 No 5 1 F3 0.20 0.20 0.10 5 0.04 0.40 0.04 0.07 5 Vt-2 Son : 4 E = 85 2 3 5 4 5 5 5 5 5 5 1#3 (2.20m) 1#6 (5.00m) 5 1#5 (6.00m) 1#4 (3.00m) 5 1#5 (6.00m) 5 1#3 (2.50m) 5 5 5 5 1#4 (3.00m) 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 5 5 5 6ENº3-c/20cm. 15ENº3-c/20cm. 5ENº3-c/20cm. VIGUETA-1 10 x 40 1 0.20 0.20 5 5 Vt-1 Son : 5 E = 91 2 3 5 4 5 5 5 5 5 5 5 1#4 (2.80m) 1#6 (5.00m) 5 5 1#6 (6.00m) 5 0.20 1#4 (3.30m) 1#4 (3.00m) 5 1#5 (6.00m) 5 1#4 (2.20m) 5 5 5 5 1#4 (3.00m) 5 1#4 (3.00m) 0.20 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 5 6-c/10cm. 6ENº3-c/20cm. 15ENº3-c/20cm. 5ENº3-c/20cm. 5 1 No 6 .22 .07 1 No 5 F3 0.10 0.04 0.40 0.04 0.07 5 5 5 5-c/10cm. 5 5 5 5 5 5 0.20 1#4 (3.30m) 5 1#4 (3.00m) 0.20 5 5 5 5-c/10cm. 1 No 4 .22 VIGUETA-3 .07 10 x 40 1 No 4 F3 0.10 5 0.04 0.40 0.04 0.07 Vt-3 Son : 2 E = 49 3 4 5 5 0.20 5 9ENº3-c/10cm. 9ENº3-c/10cm. 5 5 5 5ENº3-c/20cm. 0.20 5 5 20ENº3-c/20cm. 0.20 1#4 (4.80m) 1#4 (3.00m) 1#4 (2.30m) 1#4 (5.50m) 5 5 5 6-c/10cm. 5 5 2' 1 No 3 .22 VIGUETA-4 .07 10 x 40 1 No 5 1 F3 0.15 0.20 0.10 5 0.04 0.40 0.04 0.07 5 Vt-4 Son : 2 E = 24 2 5 5 5 9ENº3-c/10cm. 9ENº3-c/10cm. 6ENº3-c/20cm. VIGA E - 25X40 cm. Vt -7 10 X 40 Vt -7 10 X 40 Vt -7 10 X 40 Vt -7 10 X 40 Vt -8 10 X 40 Vt -8 10 X 40 Vt -8 10 X 40 Vt -6 10 X 40 Vt -6 10 X 40 Vt -9 10 X 40 Vt -9 10 X 40 Vt -9 10 X 40 Vt -6 10 X 40 Vt -6 10 X 40 Vt -7 10 X 40 Vt -7 10 X 40 Vt -7 10 X 40 Vt -7 10 X 40 Vt -7 10 X 40 Vt -7 10 X 40 Vt -7 10 X 40 Vt -7 10 X 40 Vt -3 10 X 40 Vt -3 10 X 40 PLACA ALIGERADA TERCER PISO 5 0.15 1#3 (4.00m) 0.20 1#5 (4.00m) 5 2 No 3 .22 VIGUETA-5 0.1 10 x 40 2 No 6 1 F3 0.15 0.20 0.10 5 0.04 0.40 0.04 0.1 5 Vt-5 Son : 10 E = 30 2 5 5 9ENº3-c/10cm. 9ENº3-c/10cm. 12ENº3-c/20cm. 5 0.15 2#3 (5.30m) 0.20 2#6 (5.30m) 5 Vt -5 10 X 40 Vt -5 10 X 40 Vt -5 10 X 40 Vt -5 10 X 40 Vt -5 10 X 40 Vt -5 10 X 40 Vt -5 10 X 40 Vt -5 10 X 40 Vt -5 10 X 40 30X40 cm. 30X40 cm. VIGUETA-6 10 x 40 1 0.20 0.20 5 5 Vt-5 Son : 2 E = 63 2 3 5 5 5 5 5 5 1#4 (2.80m) 1#6 (5.00m) 5 1#4 (4.30m) 5 1#6 (6.00m) 5 5 5 5 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 6-c/10cm. 6ENº3-c/20cm. 15ENº3-c/20cm. 5 1 No 6 .22 .07 1 No 6 F3 0.10 0.04 0.40 0.04 0.07 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA-1 30 x 40 1 5 5 Son : 2 E = 86 2 3 5 4 5 5 5 5 5 5 5 5#5 (2.07m) 6#4 (5.00m) 5 5 6#4 (6.00m) 5 0.20 5#5 (2.30m) 6#4 (3.00m) 5 5#4 (6.00m) 5 5 5 5 5 4#5 (5.10m) 0.20 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 6-c/10cm. 6ENº3-c/20cm. 15ENº3-c/20cm. 5ENº3-c/20cm. 5 5 5 5 5 .30 .40 .06 5#4 .22 6#4 .32 F3 .30 .40 .06 4#4 .22 4#4 .32 F3 VIGA-3 30 x 40 0.20 0.20 5 5 Son : 2 E = 80 5 5 5 5 5 5 5 5#5 (2.00m) 6#4 (6.00m) 5 5 6#4 (5.00m) 5 0.20 5#5 (2.30m) 6#4 (3.00m) 5 5#4 (6.00m) 5 5 5 5 6#4 (5.10m) 0.20 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 6ENº3-c/20cm. 15ENº3-c/20cm. 5ENº3-c/20cm. 5 5 5 5 .30 .40 .06 5#4 .22 6#4 .32 F3 VIGA 1 - 30X40 cm. VIGA 2 - 30X40 cm. VIGA 3 - 30X40 cm. 30X40 cm. 30X40 cm. 30X40 cm. 30X40 cm. 30X40 cm. 30X40 cm. 1 2 3 4 5 5 A B C 5 5 0.23 0.23 3#4 (1.07m) VIGA-2 30 x 40 1 0.17 0.17 5 5 Son : 2 E = 86 2 3 5 4 5 5 5 5 5 5 5 4#4 (2.07m) 4#4 (5.00m) 5 5 4#4 (6.00m) 5 0.20 4#4 (2.30m) 4#4 (3.00m) 5 3#4 (6.00m) 5 5 5 5 5 3#4 (5.10m) 0.20 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 6-c/10cm. 6ENº3-c/20cm. 15ENº3-c/20cm. 5ENº3-c/20cm. 5 5 5 5 5 0.23 1#4 (1.03m) 1#4 (1.03m) 0.23 3#4 (1.07m) 0.20 0.20 0.17 0.17 1#4 (1.03m) 1#4 (1.03m) 0.20 0.20 5 1 No 4 .22 .07 1 No 4 F3 0.10 0.04 0.40 0.04 0.07 1 No 4 .22 .07 1 No 4 F3 0.10 0.04 0.40 0.04 0.07 VIGA-10 30 x 40 5 5 Son : 2 E = 104 5 9ENº3-c/10cm. 4 5 5 5 5 5 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20ENº3-c/20cm. 18ENº3-c/20cm. 12ENº3-c/20cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 5 3#4 (4.60m) 6#4 (6.00m) 4#4 (6.00m) 3#4 (3.30m) 3#4 (4.00m) 3#4 (3.00m) 3#4 (5.00m) 3#4 (2.70m) 3#4 (5.00m) 3#4 (1.50m) 0.20 0.20 0.20 0.20 VIGA-13 30 x 40 5 5 Son : 2 E = 104 5 9ENº3-c/10cm. 4 5 5 5 5 5 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20ENº3-c/20cm. 18ENº3-c/20cm. 12ENº3-c/20cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 5 3#4 (4.60m) 6#4 (6.00m) 4#4 (6.00m) 3#4 (3.30m) 3#4 (4.00m) 3#4 (3.00m) 3#4 (5.00m) 3#4 (2.70m) 4#4 (5.00m) 3#4 (1.50m) 0.20 0.20 0.20 0.20 .30 .40 .06 5#4 .22 6#4 .32 F3 .30 .40 .06 5#4 .22 6#4 .32 F3 5 6 VIGA-4 30 x 40 5 5 Son : 1 E = 58 5 9ENº3-c/10cm. 5 5 5 9ENº3-c/10cm. 9ENº3-c/10cm. 5 5 5 5 5 5 9ENº3-c/10cm. 11ENº3-c/20cm. 11ENº3-c/20cm. 5 5 4#4 (2.80m) 5#4 (6.00m) 0.20 0.20 4#4 (2.80m) 5 3#4 (2.80m) 3#4 (2.30m) 3#4 (4.50m) 5 VIGA-7 30 x 40 5 5 Son : 4 E = 58 5 9ENº3-c/10cm. 5 5 5 9ENº3-c/10cm. 9ENº3-c/10cm. 5 5 5 5 5 5 9ENº3-c/10cm. 11ENº3-c/20cm. 11ENº3-c/20cm. 5 5 4#4 (2.80m) 6#4 (6.00m) 0.20 0.20 5#4 (2.80m) 5 3#4 (2.80m) 3#4 (2.30m) 3#4 (4.50m) 5 VIGA-9 30 x 40 5 5 Son : 1 E = 58 5 9ENº3-c/10cm. 5 5 5 9ENº3-c/10cm. 9ENº3-c/10cm. 5 5 5 5 5 5 9ENº3-c/10cm. 11ENº3-c/20cm. 11ENº3-c/20cm. 5 5 3#4 (2.80m) 3#4 (6.00m) 0.20 0.20 3#4 (2.80m) 5 3#4 (2.80m) 3#4 (2.30m) 3#4 (4.50m) 5 VIGA-5 30 x 40 5 5 Son : 1 E = 58 9ENº3-c/10cm. A B 5 5 5 C 9ENº3-c/10cm. 9ENº3-c/10cm. 5 5 5 5 5 5 9ENº3-c/10cm. 11ENº3-c/20cm. 11ENº3-c/20cm. 5 5 6#5 (2.80m) 5#6 (6.00m) 0.20 0.20 6#5 (2.80m) 5 5#4 (2.80m) 3#4 (2.30m) 6#4 (4.50m) 5 5 5 VIGA-6 30 x 40 5 5 Son : 1 E = 58 9ENº3-c/10cm. 5 5 5 9ENº3-c/10cm. 9ENº3-c/10cm. 5 5 5 5 5 5 9ENº3-c/10cm. 11ENº3-c/20cm. 11ENº3-c/20cm. 5 5 5#5 (2.80m) 5#6 (6.00m) 0.20 0.20 5#5 (2.80m) 5 5#4 (2.80m) 3#4 (2.30m) 6#4 (4.50m) 5 5 5 VIGA-8 30 x 40 5 5 Son : 1 E = 58 9ENº3-c/10cm. 5 5 5 9ENº3-c/10cm. 9ENº3-c/10cm. 5 5 5 5 5 5 9ENº3-c/10cm. 11ENº3-c/20cm. 11ENº3-c/20cm. 5 5 4#4 (2.80m) 5#6 (6.00m) 0.20 0.20 6#5 (2.80m) 5 6#4 (2.80m) 3#4 (2.30m) 3#4 (4.50m) 5 5 5 5 5 A B C VIGA AE 1 - 30X40 cm. VIGA AE 1 - 30X40 cm. VIGA AE 1 - 30X40 cm. VIGA AE 2 - 30X40 cm. VIGA AE 2 - 30X40 cm. VIGA AE 2 - 30X40 cm. VIGA AE 2 - 30X40 cm. VIGA AE 2 - 30X40 cm. VIGA AE 1 - 30X40 cm. VIGA AE 1 - 30X40 cm. VIGA AE 2 - 30X40 cm. VIGA AE 2 - 30X40 cm. 5 VIGA-12 30 x 40 5 5 Son : 2 E = 58 9ENº3-c/10cm. 5 5 5 9ENº3-c/10cm. 9ENº3-c/10cm. 5 5 5 5 5 5 9ENº3-c/10cm. 11ENº3-c/20cm. 11ENº3-c/20cm. 5 5 5#4 (2.80m) 5#5 (6.00m) 0.20 0.20 5#4 (2.80m) 5 4#4 (2.80m) 3#4 (2.30m) 4#4 (4.50m) 5 5 5 VIGA 4 - 30X40 cm. VIGA 4 - 30X40 cm. VIGA 5 - 30X40 cm. VIGA 5 - 30X40 cm. VIGA 6 - 30X40 cm. VIGA 6 - 30X40 cm. 5 5 5 5 5 5 5 5 5 5 A B C 8 7 6 4 5 3 2 1 5 5 30X40 cm. 30X40 cm. 30X40 cm. 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 N=-0.80 m. 5 5 5 5 5 3C/10 Columna C1 60 X 40 N+/- 0.00 NIVEL DE CIMENTACION 6F3C/10 cm. 4N1" 0.60 0.40 0.52 0.32 .10 FN3 LONG= 1.88 m 3C/10 3C/10 3C/10 3N7- L=4.70m 3N7 - L=1.70m 3N7-L=6.0m 4N1"- L=5.70 4N1"- L=3.20 0.30 0.30 0.30 0.30 6F3C/10 cm. 6F3C/10 cm. 6F3C/10 cm. 6F3C/10 cm. 6F3C/10 cm. 7F3C/20 cm. 4F3C/20 cm. 4F3C/20 cm. 5 5 N=-0.80 m. 5 5 5 5 5 3C/10 Columna C2 40X40 N+/- 0.00 NIVEL DE CIMENTACION 6F3C/10 cm. 3C/10 3C/10 3C/10 2N7-L=4.70m 2N7-L=1.70m 2N7-L=6.0m 2N7-L=5.70 2N7-L=3.20 0.30 0.30 0.30 0.30 6F3C/10 cm. 6F3C/10 cm. 6F3C/10 cm. 6F3C/10 cm. 6F3C/10 cm. 7F3C/20 cm. 4F3C/20 cm. 4F3C/20 cm. 2N7 0.35 0.35 2N7 0.27 0.27 .10 FN3 LONG= 1.28 m 2N7 0.35 0.35 2N7 0.27 0.27 .10 FN3 LONG= 1.28 m 2N7 0.35 0.35 2N7 0.27 0.27 .10 FN3 LONG= 1.28 m C1 C2 C2 C2 C2 C2 C2 C2 C2 C1 C1 C1 0.30 0.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.15 1.40 m 8Nº4-c/20 cm - L =1.70m 0.15 0.15 8Nº4-c/20 cm - L =1.70m 0.15 5 0.15 1.60 m 9Nº4-c/20 cm - L =1.90m 0.15 0.15 2.20 m 14Nº4-c/17 cm - L =2.50m 0.15 0.15 2.30 m 15Nº4-c/17 cm - L =2.60m 0.15 Z6 Z7 5 5 0.15 .70 10Nº3-c/20 cm-L=1.0m 0.15 0.15 1.80 m 4Nº3-c/30 cm - L =2.10m 0.15 0.15 2.20 m 4Nº3-c/17 cm - L =2.50m 0.15 0.15 .90 14Nº4-c/20 cm-L=1.20m 0.15 5 0.15 1.10 m 10Nº3-c/30 cm - L =1.40m 0.15 0.15 2.20 m 9Nº4-c/14 cm - L =2.50m 0.15 0.15 1.60 m 9Nº4-c/20 cm - L =1.90m 0.15 0.15 2.20 m 14Nº4-c/17 cm - L =2.50m 0.15 0.15 2.30 m 15Nº4-c/17 cm - L =2.60m 0.15 0.15 0.80 8Nº3-c/30 cm-L=1.10m 0.15 0.15 2.10 m. 5Nº4-c/20 cm - L =2.40m 0.15 5 5 Z1 Z1 Z1 Z5 Z5 Z5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Z6 Z5 Z5 Z5 Z5 C3 C3 C3 C3 C3 C3 C3 C3 Z7 Z7 Z2 Z4 Z8 Z8 Z8 Z8 Z3 5 5 0.15 0.15 5 5 0.15 0.15 5 5 0.15 0.15 5 5 0.15 0.15 5 5 0.15 0.15 5 5 0.15 0.15 5 0.15 5 0.15 0.15 5 5 5 5 5 5 5 5 5 V.A.C D - 30X40 cm. V.A.C D - 30X40 cm. V.A.C C - 35X40 cm. V.A.C C - 35X40 cm. V.A.C C - 35X40 cm. V.A.C C - 35X40 cm. V.A.C B - 30X40 cm. V.A.C B - 30X40 cm. V.A.C A - 30X40 cm. V.A.C A - 30X40 cm. V.A.C A - 30X40 cm. V.A.C A - 30X40 cm. 5 0.20 5 1#3 (4.00m) 0.20 0.20 1#4 (1.50m) 5 .30 .40 .06 3#4 .22 5#4 .32 F3 5 0.20 0.20 .30 .40 .06 6#4 .22 5#6 .32 F3 0.20 0.20 .30 .40 .06 6#4 .22 5#6 .32 F3 .30 .40 .06 3#4 .22 6#4 .32 F3 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 .30 .40 .06 6#4 .22 6#5 .32 F3 .30 .40 .06 3#4 .22 3#4 .32 F3 .30 .40 .06 4#4 .22 5#5 .32 F3 VIGA-AE 1 30 x 40 0.20 0.20 5 5 Son : 3 E = 80 5 5 5 5 5 5 5 3#4 (2.00m) 3#4 (6.00m) 5 5 3#4 (5.00m) 5 0.20 3#4 (2.30m) 3#4 (3.00m) 5 3#4 (6.00m) 5 5 5 5 3#4 (5.10m) 0.20 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 6ENº3-c/20cm. 15ENº3-c/20cm. 5ENº3-c/20cm. 5 5 5 5 1 2 3 4 5 5 .30 .40 .06 3#4 .22 3#4 .32 F3 VIGA- 11 10 x 40 1 0.15 0.20 5 5 Son : 2 E = 30 2 5 5 9ENº3-c/10cm. 9ENº3-c/10cm. 12ENº3-c/20cm. 5 0.15 3#4 (5.30m) 0.20 3#4 (5.30m) 5 VIGA-AE 2 30 x 40 5 5 Son : 1 E = 58 5 9ENº3-c/10cm. 5 5 5 9ENº3-c/10cm. 9ENº3-c/10cm. 5 5 5 5 5 5 9ENº3-c/10cm. 11ENº3-c/20cm. 11ENº3-c/20cm. 5 5 3#4 (2.80m) 3#4 (6.00m) 0.20 0.20 3#4 (2.80m) 5 3#4 (2.80m) 3#4 (2.30m) 3#4 (4.50m) 5 0.20 0.20 .30 .40 .06 3#4 .22 3#4 .32 F3 PLACA ALIGERADA 0.10 0.03 0.32 0.05 CASETON DE LONA 0.40 CASETON DE LONA 0.10 0.10 0.70 0.70 MALLA ELECTROSOLDADA 4mm 15x15 1No 2 C/.25 VIGUETA 1No 2 C/.25 CONCRETO 3.000P.S.I. ACERO REFORZADO A-37 PARA d1/4"-3/8" PDR 60 PARA d1/2"-5/8"-3/4" MATERIALES: GANCHO 2 No. 3 7 6 5 4 8 3/8" 1/4" 7/8" 3/4" 5/8" 1/2" 1" 0.10 0.15 0.30 0.25 0.30 0.20 0.35 STANDAR TABLA (en mm) PARA GANCHOS ESTANDAR 609 774 1031 488 406 549 203 C 152 102 GANCHO 90° 355 306 254 Para el doblamiento de la barras de refuerzo principal. 322 430 573 358 516 688 258 203 287 203 291 323 683 1183 887 547 444 616 102 102 C M 76 51 76 51 178 153 127 178 153 127 222 L 166 112 388 334 278 \A1;C \A1;L 286.4 430.0 573.0 649 915 1219 229.6 152.4 521 381 258.4 586 N° 11 N° 18 N° 14 N° 10 N° 9 N° 8 DESIGNACION DE LA BARRA 76.2 190 N° 4 L 57.0 38.4 142 96 N° 3 N° 2 D 133.2 114.6 95.4 333 286 238 N° 7 N° 6 N° 5 \A1;C db \A1;M \A1;L GANCHO 180° d 5 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 5 5 Z1 Z2 Z3 Z4 Z5 Z8 A B C 5 5 5 Z7 0.15 2.20 m 4Nº3-c/17 cm - L =2.50m 0.15 0.15 .90 14Nº4-c/20 cm-L=1.20m 0.15 5 0.15 5 3N7-L=4.70m 3N7-L=1.70m 3N7-L=6.0m 3N7-L=5.70 4N8-L=3.20 0.30 0.30 0.30 5 5 5 Z7 0.15 2.20 m 4Nº3-c/17 cm - L =2.50m 0.15 0.15 .90 14Nº4-c/20 cm-L=1.20m 0.15 5 0.15 3N7-L=4.70m 3N7-L=1.70m 3N7-L=6.0m 3N7-L=5.70 4N8-L=3.20 0.30 0.30 0.30 5 5 5 5 0.15 1.60 m 9Nº4-c/20 cm - L =1.90m 0.15 0.15 1.60 m 9Nº4-c/20 cm - L =1.90m 0.15 5 0.15 0.15 5 5 3N7-L=4.70m 3N7-L=1.70m 3N7-L=6.0m 3N7-L=5.70 3N6-L=3.20 0.30 0.30 0.30 0.30 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C A B C A B C A B C A B C V.A.C- C 35 x 40 Son : 2 E = 58 V.A.C- A 30 x 40 Son : 2 E = 58 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V.A.C- B 30 x 40 Son : 1 E = 58 3#4 (4.80m) 3#4 (2.30m) 3#4 (4.50m) 3#4 (2.80m) 3#4 (6.00m) 3#4 (2.80m) A B C A B C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V.A.C- D 30 x 40 Son : 1 E = 58 A B C A B C A B C A B C V.A.C X - 30X40 cm. V.A.C X - 30X40 cm. V.A.C X - 30X40 cm. 5 5 5 5 5 5 5 5 5 3#4 (2.00m) 3#4 (6.00m) 5 5 3#4 (5.00m) 5 3#4 (2.30m) 3#4 (3.00m) 5 3#4 (6.00m) 5 5 5 5 3#4 (5.10m) 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 6ENº3-c/20cm. 15ENº3-c/20cm. 5ENº3-c/20cm. 5 5 5 5 5 5 V.A.C- X 30 x 40 Son : 3 E = 80 DESPIECE VIGAS DE CIMENTACION ESCALA: 1 : 50 6#7 (4.80m) 4#4 (2.30m) 6#7 (4.50m) 4#4 (2.80m) 4#4 (6.00m) 4#4 (2.80m) 3#4 (4.80m) 3#4 (2.30m) 5#4 (4.50m) 3#4 (2.80m) 3#4 (6.00m) 3#4 (2.80m) 6#4 (4.80m) 3#4 (2.30m) 5#4 (4.50m) 3#4 (2.80m) 3#4 (6.00m) 3#4 (2.80m) 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 11ENº3-c/20cm. 11ENº3-c/20cm. 0.20 0.20 0.20 0.20 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 11ENº3-c/20cm. 11ENº3-c/20cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 11ENº3-c/20cm. 11ENº3-c/20cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 11ENº3-c/20cm. 11ENº3-c/20cm. PORTICO 1 A B C 5 5 5 3N7-L=4.70m 3N7-L=1.70m 3N7-L=6.0m 3N7-L=5.70 3N7-L=3.20 0.30 0.30 0.30 3N7-L=4.70m 3N7-L=1.70m 3N7-L=6.0m 3N7-L=5.70 3N7-L=3.20 0.30 0.30 0.30 3N67-L=4.70m 3N7-L=1.70m 3N7-L=6.0m 3N7-L=5.70 3N7-L=3.20 0.30 0.30 0.30 0.30 5 5 5 5 5 5 5 5 PORTICO 2 A B C 5 5 Z5 5 0.30 0.30 Z7 2N7-L=6.0m 2N7-L=5.70 2N7-L=3.20 0.30 0.30 0.30 0.30 5 5 5 5 5 5 PORTICO 6 5 5 0.15 1.10 m 10Nº3-c/30 cm - L =1.40m 0.15 0.15 2.20 m 9Nº4-c/14 cm - L =2.50m 0.15 5 0.15 0.15 5 Z8 5 5 0.15 2.30 m 15Nº4-c/17 cm - L =2.60m 0.15 0.15 2.30 m 15Nº4-c/17 cm - L =2.60m 0.15 5 0.15 0.15 5 5 Z4 5 5 0.15 1.10 m 10Nº3-c/30 cm - L =1.40m 0.15 2.20 m 9Nº4-c/14 cm - L =2.50m 0.15 5 0.15 0.15 5 Z8 0.15 A B C 5 5 Z7 5 3N7-L=4.70m 3N7-L=1.70m 3N7-L=6.0m 3N7-L=5.70 3N7-L=3.20 0.30 0.30 0.30 Z7 3N7-L=4.70m 3N7-L=1.70m 3N7-L=6.0m 3N7-L=5.70 3N7-L=3.20 0.30 0.30 0.30 3N7-L=4.70m 3N7-L=1.70m 3N7-L=6.0m 3N7-L=5.70 3N7-L=3.20 0.30 0.30 0.30 0.30 5 5 5 5 5 5 5 5 PORTICO 3 A B C 5 5 5 3N7-L=4.70m 3N7-L=1.70m 3N7-L=6.0m 3N7-L=5.70 4N8-L=3.20 0.30 0.30 0.30 3N7-L=4.70m 3N7-L=1.70m 3N7-L=6.0m 3N7-L=5.70 4N8-L=3.20 0.30 0.30 0.30 3N7-L=4.70m 3N7-L=1.70m 3N7-L=6.0m 3N7-L=5.70 3N7-L=3.20 0.30 0.30 0.30 0.30 5 5 5 5 5 5 5 5 PORTICO 4 0.30 0.15 1.40 m 8Nº4-c/20 cm - L =1.70m 0.15 0.15 8Nº4-c/20 cm - L =1.70m 0.15 5 5 5 0.15 0.15 5 5 5 Z1 Z6 0.15 0.80 8Nº3-c/30 cm-L=1.10m 0.15 0.15 2.10 m. 5Nº4-c/20 cm - L =2.40m 0.15 5 5 5 0.15 0.15 5 5 5 0.15 .70 4Nº3-c/20 cm-L=1.0m 0.15 0.15 1.80 m 10Nº3-c/30 cm - L =2.10m 0.15 5 0.15 0.15 5 5 Z5 5 5 0.15 2.20 m 14Nº4-c/17 cm - L =2.50m 0.15 0.15 2.20 m 14Nº4-c/17 cm - L =2.50m 0.15 5 0.15 0.15 5 5 0.30 Z3 5 5 0.15 1.10 m 10Nº3-c/30 cm - L =1.40m 0.15 0.15 2.20 m 9Nº4-c/14 cm - L =2.50m 0.15 5 0.15 0.15 5 5 5 0.15 1.10 m 10Nº3-c/30 cm - L =1.40m 0.15 2.20 m 9Nº4-c/14 cm - L =2.50m 0.15 5 0.15 0.15 5 0.15 0.30 0.15 1.40 m 8Nº4-c/20 cm - L =1.70m 0.15 0.15 8Nº4-c/20 cm - L =1.70m 0.15 5 5 5 0.15 0.15 5 5 Z1 5 5 0.15 .70 4Nº3-c/20 cm-L=1.0m 0.15 0.15 1.80 m 10Nº3-c/30 cm - L =2.10m 0.15 5 0.15 0.15 5 5 5 5 0.15 .70 4Nº3-c/20 cm-L=1.0m 0.15 0.15 1.80 m 10Nº3-c/30 cm - L =2.10m 0.15 5 0.15 0.15 5 5 5 5 5 5 5 1#4 C/20 - (1.80m) 1#3 C/Peldaño. 1#5 C/24 1#3 C/35 1#4 C/20 - (1.80m) 1#3 C/35 1#3 C/35 DETALLE ESCALERA TIPO A1 5 5 5 1#3 C/Peldaño. 1#5 C/34 1#3 C/39 1#4 C/20 - (0.85m) 1#3 C/39 DETALLE ESCALERA TIPO A2 5 5 1#4 C/20 - (0.85m) VIGA CANAL X-X' 1/2" c/.20 .10 VA .12 .20 d3/8" 0.30 Variable .10 0.40 VIGA E - 25X40 cm. VIGA E - 25X40 cm. .30 .40 .06 3#4 .22 3#4 .32 F3 5 5 5 5 5 5 1#4 (3.30m) 9ENº3-c/10cm. 9ENº3-c/10cm. 10ENº3-c/10cm. 6ENº3-c/20cm. 5 1 2 5 5 5 2` 5 1#4 (3.80m) 1#3 (2.30m) 5 6ENº3-c/20cm. 1#3 (2.70m) 1 2 5 1#4 (2.70m) VIGUETA-8 10 x 40 Vt-8 Son : 3 E = 34 VIGUETA-9 10 x 40 Vt-9 Son : 3 E = 6 5 0.20 0.20 0.20 0.20 0.15 0.15 0.15 0.15 1#3 (3.80m) 5 5 1 No 3 .22 0.1 1 No 4 F3 0.10 0.04 0.40 0.04 0.1 1 No 4 .22 0.1 1 No 4 F3 0.10 0.04 0.40 0.04 0.1 XENº3-c/20cm. 1#3 1#4 10 x 40 0.15 0.15 R RIOSTRA 5 5 5 5 DETALLE PLACA MACIZA E= 0.15 cm DETALLE A PLACA No 1 Muro Muro 0.15 Armdura Long Superior 1 d3/8" cada 0.20 m 1.83 Armdura Long Inferior 1 d3/8" cada 0.20 m Armadura Retraccion y Temperatura 1 d3/8" cada 0.25 m PLACA MACIZA e = 0.15 m PLACA Nº1-Ver detalle - A 0.98 0.83 5 5 5 5 5 5 5 5 5 5 5 5 5 5 18ENº3-c/20cm. 12ENº3-c/20cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 5 3#4 (6.00m) 3#4 (3.30m) 3#4 (4.00m) 3#4 (3.00m) 3#4 (5.00m) 0.20 0.20 3#4 (3.60m) 3#4 (1.50m) 0.20 0.20 V.A.C Y - 30X40 cm. V.A.C Y - 30X40 cm. V.A.C Y - 30X40 cm. V.A.C Y - 30X40 cm. V.A.C Z - 30X40 cm. V.A.C- Y 30 x 40 Son : 3 E = 66 5 5 5 5 12ENº3-c/20cm. 9ENº3-c/10cm. 9ENº3-c/10cm. 5 0.20 V.A.C- Z 30 x 40 Son : 1 E = 30 3#4 (5.30m) 0.20 3#4 (5.30m) 0.20 0.20 5 5 9ENº3-c/10cm. 9ENº3-c/10cm. 36ENº3-c/10cm. 5 V.A.C- W 30 x 40 Son : 1 E = 30 0.20 0.20 0.20 0.20 5 5 5 5 3#4 (5.80m) 3#4 (5.50m) 5 3#4 (5.50m) 3#4 (5.80m) 5 1#3 C/Peldaño. 1#5 C/40 1#3 C/46 1#4 C/20 5 5 5 0.30 5 5 1#5 C/40 1#4 C/20 1#3 C/Peldaño. DETALLE ESCALERA TIPO C XENº3-c/20cm. 2#4 2#4 0.15 0.15 VIGA- E 25 x 40 DETALLE ZAPATAS DE LINDERO N+/- 0.00 N+/- 0.00 N+/- 0.00 N+/- 0.00 N+/- 0.00 N+/- 0.00 N+/- 0.00 N+/- 0.00 N+/- 0.00 V.A.C V.A.C V.A.C V.A.C V.A.C V.A.C V.A.C V.A.C 5 5 5 1#3 C/Peldaño. 1#5 C/10 1#4 C/20 DETALLE ESCALERA TIPO B 5 5 1#3 C/Peldaño. 1#5 C/10 1#3 C/46 1#4 C/20 5 0.18 0.25 0.36 1#3 C/20 cm. 2#4 Armadura Principal. variable (b - 4.0cm). .10 FN3 Detalle A2 - Mensula Cercha 2 3 4 5 6 7 8 9 1 10 11 14 16 18 20 22 24 26 28 30 12 31 32 33 34 35 36 37 38 39 40 41 9.35 1.20 0.94 0.45 DETALLE B - CERCHA METALICA 1-32 - 41 25mm - 2 mm 12-30 30mm - 2 mm 0.20 0.20 1#4 (3.00m) 1#6 (5.00m) 1#6 (6.00m) 0.20 1#3 (2.40m) 1#4 (3.00m) 1#5 (6.00m) 1#4 (2.20m) 1#4 (3.00m) 1#4 (3.00m) 0.20 0.20 0.20 1#3 (2.20m) 1#6 (5.00m) 1#5 (6.00m) 1#4 (3.00m) 1#5 (6.00m) 1#3 (2.50m) 1#4 (3.00m) 0.20 0.20 1#4 (2.80m) 1#6 (5.00m) 1#6 (6.00m) 0.20 1#4 (3.30m) 1#4 (3.00m) 1#5 (6.00m) 1#4 (2.20m) 1#4 (3.00m) 1#4 (3.00m) 0.20 0.20 1#4 (3.30m) 1#4 (3.00m) 0.20 0.20 0.20 0.20 1#4 (4.80m) 1#4 (3.00m) 1#4 (2.30m) 1#4 (5.50m) 0.15 0.20 0.15 1#3 (4.00m) 0.20 1#5 (4.00m) 0.15 0.20 0.15 2#3 (5.30m) 0.20 2#6 (5.30m) 0.20 0.20 1#4 (2.80m) 1#6 (5.00m) 1#4 (4.30m) 1#6 (6.00m) 5#5 (2.07m) 6#4 (5.00m) 6#4 (6.00m) 0.20 5#5 (2.30m) 6#4 (3.00m) 5#4 (6.00m) 4#5 (5.10m) 0.20 0.20 0.20 5#5 (2.00m) 6#4 (6.00m) 6#4 (5.00m) 0.20 5#5 (2.30m) 6#4 (3.00m) 5#4 (6.00m) 6#4 (5.10m) 0.20 0.23 0.23 3#4 (1.07m) 0.17 0.17 4#4 (2.07m) 4#4 (5.00m) 4#4 (6.00m) 0.20 4#4 (2.30m) 4#4 (3.00m) 3#4 (6.00m) 3#4 (5.10m) 0.20 0.23 1#4 (1.03m) 1#4 (1.03m) 0.23 3#4 (1.07m) 0.20 0.20 0.17 0.17 1#4 (1.03m) 1#4 (1.03m) 0.20 0.20 .22 .07 0.07 4#4 (2.80m) 5#4 (6.00m) 0.20 0.20 4#4 (2.80m) 3#4 (2.80m) 3#4 (2.30m) 3#4 (4.50m) 4#4 (2.80m) 6#4 (6.00m) 0.20 0.20 5#4 (2.80m) 3#4 (2.80m) 3#4 (2.30m) 3#4 (4.50m) 3#4 (2.80m) 3#4 (6.00m) 0.20 0.20 3#4 (2.80m) 3#4 (2.80m) 3#4 (2.30m) 3#4 (4.50m) 5#5 (2.80m) 5#6 (6.00m) 0.20 0.20 5#5 (2.80m) 5#4 (2.80m) 3#4 (2.30m) 6#4 (4.50m) 4#4 (2.80m) 5#6 (6.00m) 0.20 0.20 6#5 (2.80m) 6#4 (2.80m) 3#4 (2.30m) 3#4 (4.50m) 0.20 1#3 (4.00m) 0.20 0.20 1#4 (1.50m) 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 3#4 (2.00m) 3#4 (6.00m) 3#4 (5.00m) 0.20 3#4 (2.30m) 3#4 (3.00m) 3#4 (6.00m) 3#4 (5.10m) 0.20 3#4 (5.30m) 3#4 (2.80m) 3#4 (6.00m) 0.20 0.20 3#4 (2.80m) 3#4 (2.80m) 3#4 (2.30m) 3#4 (4.50m) 0.20 0.20 3#4 (4.80m) 3#4 (2.30m) 3#4 (4.50m) 3#4 (2.80m) 3#4 (6.00m) 3#4 (2.80m) 3#4 (2.00m) 3#4 (6.00m) 3#4 (5.00m) 3#4 (2.30m) 3#4 (3.00m) 3#4 (6.00m) 3#4 (5.10m) 6#7 (4.80m) 4#4 (2.30m) 6#7 (4.50m) 4#4 (2.80m) 4#4 (6.00m) 4#4 (2.80m) 3#4 (4.80m) 3#4 (2.30m) 5#4 (4.50m) 3#4 (2.80m) 3#4 (6.00m) 6#4 (4.80m) 3#4 (2.30m) 5#4 (4.50m) 3#4 (2.80m) 3#4 (6.00m) 3#4 (2.80m) 0.20 0.20 0.20 0.20 1#4 (3.30m) 1#4 (3.80m) 1#3 (2.30m) 1#3 (2.70m) 1#4 (2.70m) 0.20 0.20 0.20 0.20 0.15 0.15 0.15 0.15 1#3 (3.80m) 3#4 (6.00m) 3#4 (3.30m) 3#4 (4.00m) 3#4 (3.00m) 3#4 (5.00m) 0.20 0.20 3#4 (3.60m) 3#4 (1.50m) 0.20 0.20 0.20 3#4 (5.30m) 0.20 3#4 (5.30m) 0.20 3#4 (5.80m) 3#4 (5.50m) 3#4 (5.50m) 3#4 (5.80m) 4 2.30 6 5 6.00 .06 .22 .32 F3 6#5 (2.80m) 5#6 (6.00m) 0.20 0.20 6#5 (2.80m) 5#4 (2.80m) 3#4 (2.30m) 6#4 (4.50m) 0.20 0.20 ESQUEMA VARILLA No. LONGITUD (m) CANTIDAD LISTA DE ACEROS VIGAS AEREAS 4 6.00 12 5 5.30 8 5 2.50 10 4 1.30 6 5 2.30 10 VIGA 1 - 30 x 40 Son:2 E =86 4 3.00 12 4 5.00 4 6.00 10 4 6.00 8 4 5.30 6 4 2.50 8 4 1.30 6 4 2.30 8 VIGA 2 - 30 x 40 Son:2 E =86 4 3.00 8 4 5.00 4 6.00 6 6 5.00 12 6 5.30 12 5 2.50 10 6 3.20 12 5 2.20 10 VIGA 3 - 30 x 40 Son:2 E =80 5 6.00 10 6 6.00 3 3.00 3 4 3.00 4 3 4.70 3 4 3.00 4 VIGA 4 - 30 x 40 Son:1 E =58 3 2.30 3 5 6.00 5 3.00 5 6 3.00 6 6 4.70 6 6 3.00 6 VIGA 5 - 30 x 40 Son:1 E =58 3 2.30 3 5 6.00 5 3.00 5 5 3.00 5 6 4.70 6 5 3.00 5 VIGA 6 - 30 x 40 Son:1 E =58 3 2.30 3 5 6.00 3 3.00 3 5 2.80 3 3 4.70 3 4 3.00 4 VIGA 7 - 30 x 40 Son:1 E =58 3 2.30 3 6 6.00 6 3.00 6 6 2.80 6 3 4.70 3 4 3.00 4 VIGA 8 - 30 x 40 Son:1 E =58 3 2.30 3 5 6.00 4 3.00 3 4 3.00 3 4 4.70 3 4 3.00 3 VIGA 9 - 30 x 40 Son:1 E =58 4 2.30 3 4 6.00 4 5.70 6 4 5.60 6 VIGA 11 - 30 x 40 Son:2 E =30 4 3.00 3 4 3.00 3 4 4.70 3 4 3.00 3 VIGA AE 2 - 30 x 40 Son:1 E =58 4 2.30 3 4 6.00 4 1.40 2 4 1.40 2 0.36 12 3 1.20 160 3 .06 .22 .32 F3 4 1.40 2 4 1.40 2 .22 .07 0.07 0.36 12 3 1.20 180 3 .06 .22 .32 F3 12 5 0.15 0.20 0.15 0.20 3#4 (5.30m) 4 5.00 9 4 5.30 9 4 2.50 9 4 3.20 9 4 2.20 9 VIGA AE1 - 30 x 40 Son:3 E =80 4 5.00 9 4 6.00 3#4 (4.60m) 6#4 (6.00m) 4#4 (6.00m) 3#4 (3.30m) 3#4 (4.00m) 3#4 (3.00m) 3#4 (5.00m) 3#4 (2.70m) 3#4 (5.00m) 3#4 (1.50m) 0.20 0.20 0.20 0.20 3#4 (4.60m) 6#4 (6.00m) 4#4 (6.00m) 3#4 (3.30m) 3#4 (4.00m) 3#4 (5.00m) 3#4 (2.70m) 4#4 (5.00m) 3#4 (1.50m) 0.20 0.20 0.20 0.20 1.20 0 3 4 2.70 6 4 4.20 6 4 3.50 6 4 1.70 6 4 4.80 6 VIGA 10 - 30 x 40 Son:2 E =104 4 5.00 6 4 6.00 4 5.00 6 4 6.00 8 .06 .22 .32 F3 4 3.00 6 1.20 208 3 4 2.70 6 4 4.20 6 4 3.50 6 4 1.70 6 4 3.00 6 VIGA 13 - 30 x 40 Son:2 E =104 4 5.00 8 4 6.00 4 5.00 6 4 6.00 8 .06 .22 .32 F3 4 3.00 6 3#4 (3.00m) 5#4 (2.80m) 5#5 (6.00m) 0.20 0.20 5#4 (2.80m) 4#4 (2.80m) 3#4 (2.30m) 4#4 (4.50m) 0.20 0.20 1.20 160 3 .06 .22 .32 F3 1.20 58 3 .06 .22 .32 F3 1.20 58 3 .06 .22 .32 F3 1.20 58 3 .06 .22 .32 F3 1.20 58 3 .06 .22 .32 F3 1.20 58 3 .06 .22 .32 F3 1.20 0 3 .06 .22 .32 F3 1.20 0 3 .06 .22 .32 F3 1.20 58 3 .06 .22 .32 F3 1.20 60 3 .06 .22 .32 F3 ESQUEMA VARILLA No. LONGITUD (m) CANTIDAD LISTA DE ACEROS VIGUETAS. 4 3.20 5 4 3.50 5 4 2.40 5 4 3.00 5 VIGUETA 1 - 10 x 40 Son:5 E =91 4 3.00 5 6 5.00 .22 .07 0.07 0.36 455 3 4 3.20 4 4 3.50 4 3 2.70 4 3 2.40 4 VIGUETA 2 - 10 x 40 Son:4 E =85 4 3.00 4 6 5.00 .22 .07 0.07 0.36 340 3 4 5.70 2 4 3.20 2 4 2.50 2 4 5.00 2 VIGUETA 3 - 10 x 40 Son:2 E =49 .22 .07 0.07 0.36 98 3 5 4.40 2 3 4.30 2 VIGUETA 4 - 10 x 40 Son:2 E =24 .22 .07 0.07 0.36 48 3 6 5.70 20 3 5.60 20 VIGUETA 5 - 10 x 40 Son:10 E =30 .22 .07 0.07 0.36 300 3 4 1.70 2 3 4.20 2 4 4.50 2 4 3.00 2 VIGUETA 6 - 10 x 40 Son:2 E =63 6 6.00 2 6 5.00 .22 .07 0.07 0.36 126 3 4 3.20 4 3 2.60 4 4 2.40 4 4 3.20 4 VIGUETA 7 - 10 x 40 Son:4 E =85 6 5.00 4 4 3.00 .22 .07 0.07 0.36 340 3 3 4.00 3 4 4.00 3 4 3.50 3 3 2.50 3 VIGUETA 8 - 10 x 40 Son:3 E =34 .22 .07 0.07 0.36 102 3 4 3.00 3 3 3.00 3 VIGUETA 9 - 10 x 40 Son:3 E = 6 .22 .07 0.07 0.36 18 3 5 6.00 5 6 6.00 4 3.00 5 5 6.00 4 5 6.00 4 3.00 4 6 6.00 4 5 6.00 4 3.00 4 ESQUEMA VARILLA No. LONGITUD (m) CANTIDAD LISTA DE ACEROS VIGAS DE CIMENTACION. 4 3.00 4 4.70 4 3.00 6 4 5.00 6 V.A.C A - 30 x 40 Son:2 E =58 4 6.00 6 4 2.30 1.20 116 3 .06 .22 .32 F3 6 6 6 4 3.00 4 4.70 4 3.00 3 4 5.00 3 V.A.C B - 30 x 40 Son:1 E = 58 4 6.00 3 4 2.30 1.20 58 3 .06 .22 .32 F3 3 3 5 4 3.00 7 4.70 4 3.00 8 7 5.00 12 V.A.C C - 35 x 40 Son:2 E =58 4 6.00 8 4 2.30 1.20 116 3 .06 .22 .32 F3 8 8 12 4 3.00 4 4.70 4 3.00 3 4 5.00 6 V.A.C D - 30 x 40 Son:1 E =58 4 6.00 3 4 2.30 1.20 58 3 .06 .22 .32 F3 3 3 5 4 6.00 9 4 2.20 4 3.20 4 2.50 9 4 5.30 9 V.A.C X - 30 x 40 Son:3 E =80 4 5.00 9 4 6.00 1.20 240 3 .06 .22 .32 F3 9 9 9 4 3.00 9 4 3.50 4 4.20 4 3.80 9 4 1.70 9 V.A.C Y - 30 x 40 Son:3 E =66 4 6.00 9 4 5.00 1.20 198 3 .06 .22 .32 F3 9 9 9 3#4 (2.80m) 0.20 0.20 0.20 0.20 0.20 0.20 (C1) COLUMNA - 60 x 40 Son: 4 8 6.00 28 1.40 228 3 0.32m 0.52m .10 8 3.50 28 7 5.00 24 7 2.00 24 (C2) COLUMNA - 35 x 35 Son: 8 EDIFICIO 5 5.25 24 1.28 152 3 0.27m 0.27m .10 5 5.25 24 5 8.25 24 5 8.25 24 0.20 4 5.70 3 4 5.70 3 V.A.C Z - 30 x 40 Son:1 E = 30 1.20 30 3 .06 .22 .32 F3 V.A.C W - 30 x 40 Son:1 E = 30 0.20 0.20 0.20 0.20 4 5.70 4 5.70 4 6.00 3 4 6.00 3 1.20 30 3 .06 .22 .32 F3 3 3 (Z1) ZAPATA - 1.5 x 1.5 Son: 3 4 1.70 48 0.15 1.40 m 8Nº4-c/15 cm - L =1.70m 0.15 Son:16 en total (Z2) ZAPATA - 1.7 x 1.7 Son: 1 4 1.90 18 0.15 1.60 m 9Nº4-c/20 cm - L =1.90m 0.15 Son:18 en total (Z3) ZAPATA - 2.3 x 2.3 Son: 1 4 2.50 28 0.15 2.20 m 14Nº4-c/17 cm - L =2.50m 0.15 Son:28 en total (Z4) ZAPATA - 2.5 x 2.5 Son: 1 4 2.60 30 0.15 2.30 m 15Nº4-c/17 cm - L =2.60m 0.15 Son:30 en total (Z5) ZAPATA - 1.9 x 0.8 Son: 7 3 1.00 70 0.15 0.70 m 10Nº3-c/20 cm - L =1.00m 0.15 Son:10 en total 3 2.10 28 0.15 1.80 m 4Nº3-c/30 cm - L =2.10m 0.15 Son: 4 en total (Z6) ZAPATA - 1.0 x 2.20 Son: 1 3 1.10 8 0.15 0.80 m 8Nº3-c/30 cm - L =1.10m 0.15 Son:8 en total 4 2.40 0.15 2.10 5Nº4-c/20 cm - L =2.40m 0.15 Son:5 en total (Z7) ZAPATA - 2.3 x 1.0 Son: 2 4 1.20 28 0.15 0.90 m 14Nº4-c/20 cm - L =1.20m 0.15 Son:14 en total 3 2.50 8 0.15 0.90 m 4Nº3-c/17 cm - L =2.50m 0.15 Son:4 en total (Z8) ZAPATA - 1.0 x 1.0 Son: 4 3 1.40 40 0.15 1.10 m 10Nº3-c/30 cm - L =1.40 m 0.15 Son:10 en total 4 2.50 36 0.15 2.20 m 9Nº4-c/14 cm - L =2.50m 0.15 Son:9 en total 12 8 5 5 6 5 3 12 10 12 9 3 5 5 4 4 2 4 4 ESQUEMA VARILLA No. LONGITUD (m) CANTIDAD LISTA DE ACEROS VIGAS AEREAS 5 3N7-L=4.70m 3N7-L=1.70m 3N7-L=6.0m 4N8-L=5.70 4N8-L=3.20 0.30 0.30 0.30 0.30 7 6.00 24 2N7-L=4.70m 2N7-L=1.70m 2N7-L=6.0m 2N7-L=5.70 2N7-L=3.20 0.30 0.30 0.30 0.30 5 8.25 24 CORDON DOBLE. CORDON DOBLE. CORDON SENCILLO V.A.C D - 30X40 cm. V.A.C D - 30X40 cm. V.A.C C - 35X40 cm. V.A.C C - 35X40 cm. V.A.C C - 35X40 cm. V.A.C C - 35X40 cm. V.A.C B - 30X40 cm. V.A.C B - 30X40 cm. V.A.C A - 30X40 cm. V.A.C A - 30X40 cm. VIGA 12 - 30X40 cm. VIGA 12 - 30X40 cm. VIGA AE 2 - 30X40 cm. VIGA AE 2 - 30X40 cm. VIGA 4 - 30X40 cm. VIGA 4 - 30X40 cm. VIGA 4 - 30X40 cm. VIGA 4 - 30X40 cm. VIGA AE 2 - 30X40 cm. VIGA AE 2 - 30X40 cm. VIGA 5 - 30X40 cm. VIGA 5 - 30X40 cm. VIGA 5 - 30X40 cm. VIGA 5 - 30X40 cm. VIGA AE 2 - 30X40 cm. VIGA AE 2 - 30X40 cm. VIGA AE 2 - 30X40 cm. VIGA AE 2 - 30X40 cm. VIGA AE 2 - 30X40 cm. VIGA AE 2 - 30X40 cm. VIGA 6 - 30X40 cm. VIGA 6 - 30X40 cm. VIGA 6 - 30X40 cm. VIGA 6 - 30X40 cm. VIGA 7 - 30X40 cm. VIGA 7 - 30X40 cm. VIGA 7 - 30X40 cm. VIGA 7 - 30X40 cm. DETALLE ESTRUCTURAL AISLAMIENTO POSTERIOR 6 c/.10 c/.20 6 c/.10 COLUMNETA 6 c/.10 MURO 15x25 c/.20 .15 .20 .07 FN.2 2No4 .25 3.000 P.S.I. 6 c/.10 .10 CONCRETO L=.84 2No4 .20 E#2(1.00)C/20Centro E#2(1.00)C/.10 Ext. CONCRETO 40% PIEDRA RAJON CICLOPEO 60% CONCRETO 2500 P.S.I. CICLOPEO .25 H=.40 .40 .10 .25 .25 .30 4d4" BARRA 2 No. 3 7 6 5 4 8 3/8" 1/4" 7/8" 3/4" 5/8" 1/2" 1" 30 42 122 70 84 56 139 210 Kg/cm^ 2 CUADRO DE TRANSLAPOS BARRAS A TRACCION BARRA 2 No. 3 7 6 5 4 8 3/8" 1/4" 7/8" 3/4" 5/8" 1/2" 1" 20 21 48 35 41 28 55 210 Kg/cm^ 2 CUADRO DE TRANSLAPOS BARRAS A COMPRESION. 6 c/.10 DETALLE ESTRUCTURAL AISLAMIENTO POSTERIOR 6 c/.10 c/.20 6 c/.10 COLUMNETA 6 c/.10 MURO 15x25 c/.20 3.000 P.S.I. 6 c/.10 CONCRETO .20 E#2(1.00)C/20Centro E#2(1.00)C/.10 Ext. CONCRETO 40% PIEDRA RAJON CICLOPEO 60% CONCRETO 2500 P.S.I. CICLOPEO .25 H=.40 .40 .10 .25 .25 .30 4d4" 6 c/.10 CERCHA METALICA Ver Detalle B CERCHA METALICA Ver Detalle B CERCHA METALICA Ver Detalle B CERCHA METALICA Ver Detalle B CERCHA METALICA Ver Detalle B VIGA AE 2 - 30X40 cm. 5 5 2.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ver Detalle A2 Mensula. Ver Detalle A2 Mensula. COLUMNA .15 .20 .07 FN.2 2No4 .25 .10 L=.84 2No4 VIGA 6 c/.10 .15 .20 .07 FN.2 2No4 .25 .10 L=.84 2No4 COLUMNA .15 .20 .07 FN.2 2No4 .25 .10 L=.84 2No4 VIGA BARRA 2 No. 3 7 6 5 4 8 3/8" 1/4" 7/8" 3/4" 5/8" 1/2" 1" 30 42 122 70 84 56 139 210 Kg/cm^ 2 CUADRO DE TRANSLAPOS BARRAS A TRACCION BARRA 2 No. 3 7 6 5 4 8 3/8" 1/4" 7/8" 3/4" 5/8" 1/2" 1" 20 21 48 35 41 28 55 210 Kg/cm^ 2 CUADRO DE TRANSLAPOS BARRAS A COMPRESION. BARRA 2 No. 3 7 6 5 4 8 3/8" 1/4" 7/8" 3/4" 5/8" 1/2" 1" 30 42 122 70 84 56 139 210 Kg/cm^ 2 CUADRO DE TRANSLAPOS BARRAS A TRACCION BARRA 2 No. 3 7 6 5 4 8 3/8" 1/4" 7/8" 3/4" 5/8" 1/2" 1" 20 21 48 35 41 28 55 210 Kg/cm^ 2 CUADRO DE TRANSLAPOS BARRAS A COMPRESION. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4N1" 2N1" 2N1" 3N7 0.60 0.40 0.52 0.32 .10 FN3 LONG= 1.88 m 3N7 2N7 3N7 0.60 0.40 0.52 0.32 .10 FN3 LONG= 1.88 m 3N7 2N7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N=-0.80 m. 5 5 5 5 5 3C/10 Columna C2 60 X 40 N+/- 0.00 NIVEL DE CIMENTACION 6F3C/10 cm. 3C/10 3C/10 3C/10 3N7- L=4.70m 3N7 - L=1.70m 3N7-L=6.0m 3N7- L=5.70 3N7- L=3.20 0.30 0.30 0.30 0.30 6F3C/10 cm. 6F3C/10 cm. 6F3C/10 cm. 6F3C/10 cm. 6F3C/10 cm. 7F3C/20 cm. 4F3C/20 cm. 4F3C/20 cm. 5 5 5 3N7 0.60 0.40 0.52 0.32 .10 FN3 LONG= 1.88 m 3N7 2N7 3N7 0.60 0.40 0.52 0.32 .10 FN3 LONG= 1.88 m 3N7 2N7 3N7 0.60 0.40 0.52 0.32 .10 FN3 LONG= 1.88 m 3N7 2N7 2N7-L=6.0m 2N7-L=5.70 2N7-L=3.20 0.30 0.30 2N7-L=6.0m 2N7-L=5.70 2N7-L=3.20 0.30 0.30 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 8 9 10 11 12 13 7 6 5 4 3 2 1 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 (C1) COLUMNA - 60 x 40 Son: 8 7 6.00 28 1.40 228 3 0.32m 0.52m .10 7 3.50 28 7 5.00 24 7 2.00 24 3N7-L=4.70m 3N7-L=1.70m 3N7-L=6.0m 3N7-L=5.70 3N7-L=3.20 0.30 0.30 0.30 0.30 7 6.00 24 0.20 0.30 0.40 1#3 C/24 cm. 2#4 Armadura Principal. variable (b - 4.0cm). .10 FN3 Detalle A1 - Mensula Viga. Ver Detalle A1 Mensula. Ver Detalle A1 Mensula. Ver Detalle A1 Mensula. Ver Detalle A1 Mensula. SIN ESCALA 5 5 5 5 5 5 5 CORREA METALICA Cordon Doble 25 mm - e=2 mm L= 2.74 m S 1.5m Separacion maxima entre columnetas Son 2d 4mm c / 4 Hiladas 1 #4 L=luz libre -5cm 1 #3 L=30cm anclados 10cm 1#4 L=50 cm anclada 12cm Dilatacion 1.5cm (dejar icopor o similar Dilatacion 1cm (dejar icopor o similar Dintel enchapado 1 #3 para dividir luz del dintel D1 R5 R6 d2 d1 de 1.5cm) de 1cm) 2 #3 Corridas. R1 R2 R4 R3 con resina epóxica con resina epóxica S R4 S S R4 R4 d2 R3 R3 R2 R2 \A1;d1 S R4 R4 d2 R1 R3 R6 R1 R2 R2 R5 R1 R1 R1 R3 R4 S D1 R1 R1 R3 R3 8 8 7 7 R6 refuerzos verticales V.A.C A - 30X40 cm. V.A.C A - 30X40 cm. VIGA 7 - 30X40 cm. .30 .40 .06 3#4 .22 6#4 .32 F3 5 5 .30 .40 .06 3#4 .22 3#4 .32 F3 VIGA 7 - 30X40 cm. Fin de escalera V.A.C A - 30X40 cm. Inicio de escalera 0.25 5 VIGA E - 25X40 cm. V.A.C A - 25X40 cm. .25 .40 2#4 2#4 VIGA E - 25X40 cm. Fin de escalera VER DETALLE ESCALERA TIPO B VER DETALLE ESCALERA TIPO A1 VER DETALLE ESCALERA TIPO C .25 .40 .06 3#4 .22 3#4 .32 F3 V.A.C A - 25X40 cm. Inicio de escalera V.A.C A 25X40 cm. .30 .40 .06 3#4 .22 3#4 .32 F3 V.A.C A - 30X40 cm. Inicio de escalera VIGA 12 - 30X40 cm. .30 .40 .06 4#4 .22 5#4 .32 F3 Fin de escalera 5 5 V.A.C A - 30X40 cm. 5 5 VIGA 5 - 30X40 cm. 0.25 5 VIGA E - 25X40 cm. .25 .40 2#4 2#4 VIGA E - 25X40 cm. Fin de escalera .30 .40 .06 6#4 .22 5#4 .32 F3 VIGA 5 - 30X40 cm. Inicio de escalera 2 d 1/4" 2 #3 R7 R5 CORTE 11 - 11 2#3 R7 .20 V2 R5 R7 .20 12 12 S=1.0m .125 Tolete fino perforado 11 CORTE 12 - 12 V2 .125 V2 Gancho d1/4"c/.30 2d1/4" 2#3 .125 ANTEPECHOS Y PARAPETOS EN TOLETE 11 ELEMENTOS DE FACHADA EN TOLETE CON VANOS DETALLE ELEMENTOS NO ESTRUCTURALES. Enchape 4cm Sellar con silicona Junta 1.5cm .125 Tolete fino perforado CORTE 8 - 8 Tolete fino perforado Lámina de icopor de 1cm con silicona d1=1cm sellar 4cm Enchape Angulo de 1\H0.0675;¼"x1¼"x3/16" corrido ¼"x2¼ Avellanado Anclaje c/1.0m FS - 1420 2 #3 D1 DINTEL CORTE 3 - 3 CORTE 4 - 4 .125 Lámina de icopor Angulo de 1\H0.0675;¼"x1¼"x3/16" 4cm d1=1cm sellar Anclaje c/1.0m ¼"x2¼ Avellanado FS - 1420 Tolete fino perforado Tolete fino perforado CORTE 5 - 5 .125 4cm de 1cm con silicona Lámina de icopor de 1cm corrido d1=1cm sellar con silicona Angulo de 1\H0.0675;¼"x1¼"x3/16" corrido (EN ZONA DE DOVELA) FS - 1420 Anclaje c/1.0m ¼"x2¼ Avellanado No rellenar las últimas dos hiladas .12 .10 R3 R2 R3 R4 Dilatacion 1.5cm (dejar icopor o similar d2 de 1.5cm) 1.0 Separacion maxima entre columnetas Son 2d 4mm c / 10 Hiladas Dilatacion 1cm (dejar icopor o similar 1#3 L=luz libre -5cm 1#3 L=30cm anclados 10cm 1#4 L=50 cm anclada 12cm d1 R4 R3 de 1cm) R1 R2 S S=1.0 R3 d2 S=1.0 R1 R3 R3 d2 R2 R1 R2 \A1;d1 R2 3 3 DETALLE 2 Las dos últimas hiladas no llevan mortero R2 R3 R4 R4 R4 Detalle 2 Detalle 2 Detalle 2 con resina epóxica con resina epóxica 4 4 5 5 ELEMENTOS DE FACHADA EN TOLETE A LA VISTA CON ENCHAPE 2 4 5 8 9 12 11 10 7 6 3 1 1.450 1.450 1.450 1.450 5 2< 1 1/2" x 1 1/2" x 1/8" 2< 1" x 1" x 1/8" 2< 1" x 1" x 1/8" 2< 1" x 1" x 1/8" 2< 1" x 1" x 1/8" 2< 1 1/2" x 1 1/2" x 1/8" 2< 1 1/2" x 1 1/2" x 1/8" 2< 1 1/2" x 1 1/2" x 1/8" 2< 1" x 1" x 1/8" 2< 1" x 1" x 1/8" 2< 1" x 1" x 1/8" 2< 1" x 1" x 1/8" 2< 1 1/2" x 1 1/2" x 1/8" 2< 1 1/2" x 1 1/2" x 1/8" 5 A A (0.60mm) Long. 7m CANALETA TZC (0.90*7.0) - 24 -CUBIERTA TEJA ASCESCO -CARGA W = 49 K/M2 ACERO A-3 ASTM A-37 LISO PLATINAS ASTM A570 GRADO 45 SOLDADURA AWG 6013 ANGULO Y VARILLA MATERIALES: NOTA: -CARGA VIVA WL= 35K/M2 VARILLAS LISAS F = 24 Kgf/mm2, F = 37 Kgf/mm2 6 8 7 19.1 22.2 25.4 285.0 387.9 506.7 2.22 3.03 3.95 y u PESO (Kg/m) DIAMETRO AREA Nº EN PULGADAS (mm.) (mm. 2) 4 5 12.7 15.9 126.7 197.9 0.99 1.54 CUADRO DE MATERIALES DETALLE APOYO TIPO 400 H=250 400 .075 400 \A1;d½" 400 SECCION ISOMETRICA CORREAS SIN ESCALA \A1;2<1 1/2" x 1 1/2" x \S1/8;" \A1;2<1" x 1" x \S1/8;" (Diagonales) PLATINA 3/4"x1 1/2"x4" 180 ALTURA DE 2.140 A 200 SECCION A-A \A1;2<1" x 1" x \S1/8;" (Perpendiculares) \A1;PLATINA / 1/8" (12.50x12.50) CM \A1;INFERIOR SOLDADA A LAS VARILLAS 2d½" \A1;1d½" 250 SECCION APOYO CORREAS PLANTA DE APOYO CORREAS LONG=3750 SECCION CORREA LONG=3.750 \A1;1d3/8" .25 \A1;1d½" 2d1/2" .125 1 Nº 4 2 Nº 3 2 Nº 4 MEDIDAS EN CENTIMETROS ESCALA: 1/10 CORREA TIPO LUZ 3.75 Mts. CERCHA TIPO 1 LUZ 8.00 MTS ESCALA: 1/20 MEDIDAS EN MILIMETROS DETALLE B DETALLE A DETALLE D \A1;2<1 1/2" x 1 1/2" x \S1/8;" VARIABLE 250 120 375 375 375 375 375 375 375 375 375 375 3.750 1 Nº 4 2 Nº 3 2 Nº 4 250 13 5 5 5 5 5 5 5 1.500 5 5 1.500 5 2< 1" x 1" x 1/8" 2< 1 1/2" x 1 1/2" x 1/8" 5 5 5 5 5 DETALLE A DETALLE B DETALLE C DETALLE D 2 SECCION GUIA SUPERIOR 2< 1 1/2" x 1 1/2" x 1/8" 5 5 5 5 5 5 3 5 5 5 5 5 5 5 5 5 5 5 5 11 PLATINAS DE .30 x .45 DE 5/16" PERNOS DE ANCLAJE DE 1/2" x 5" 5 B B C C A CONTENIDO: PROYECTO: PROPIETARIO: V°B° ARQUITECTO: ESCALA: COLABORACION: ARCHIVO: FECHA: PLANO: 1:50 5 2< 1 1/2" x 1 1/2" x 1/8" 5 4 5 8 9 12 10 2< 1 1/2" x 1 1/2" x 1/8" 2< 1 1/2" x 1 1/2" x 1/8" 5 5 5 5 5 5 5 5 5 5

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Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Steel, Other
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Tags	autocad, barn, cover, dach, DWG, hangar, lagerschuppen, light, metal, plan, plans, roof, shed, structure, terrasse, toit, truss