High Rise Apartment Building DWG Detail for AutoCAD

High Rise Apartment Building DWG Detail for AutoCAD

Flat apartment buildings, structures and architecture details

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

h slab, var., see plates, thickness of the lines, colored tips, of the excavation to take additional security measures, yes, they will be the entire responsibility of the constructor of the same., if the case., all cause of humidity. , consequently for the height of this shoe is insispensable, build it by horizontal strips, cradling with very dry mixture, settlements in the existing construction., calzaduras, general specifications :, general notes :, each level of filling., building to be built, stage iv, last, shoelace, excavate and fill, then dig and fill, stage ii, stage iii, stage i, caliper by horizontal bands, elevation, section, stage v, mesh, filling, born, brick, remove, double mesh, nfp . variable, ramp in, change section, see detail, tip., series, in the upper part., upper part., notes:, cloth, long., beam, ramp, in filling, – check length and quantity of joists in work ., beam vc, plate, grows, joists typical formwork, typical formwork, bracket, metal bridge, roof formwork, roof formwork cto. machines, shuttering floor cto. machines, column, bracket detail, prestressed beam, temperature, steel, beam width, slab height, cables seen, firth beam, negative steel, flat beam, joist support detail, lightened detail, b- in case of do not join in the areas indicated by the percentages, c- for lightened and slabs the lower steel is joined on the supports, lower reinforcement, beams, slabs and lightened, overlap joints for, values ​​of m, to the designer, h. any, top reinforcement, typical beam anchoring, minimum r, minimum radius of bending, column finish, indicated, d lightened, aa cut, firth joist, vault, bb cut, concrete, joist, prestressed, e-cut, mesh of, confinement area, splices outside, parts to be made, spliced ​​in different, overlapping splices for columns, low reinforcements, considering area of, high reinforcements, but, that are less spliced, cut cc, see d in, plant, dd cut, negative steel, roof formwork joists, standard hooks, joist specifications, on each joist, like vaults, prestressed joists specifications, negative steel, series, first floor metal bridge plant, typical floor metal bridge plant, railing security, fixed support, mobile support, connector, flange sup., typical detail coverage, bridge, last floor, detail of metal beam, to plate, metal beam, concrete support, detail fixed side anchor, metal beam, deta lle movable side anchoring, foundation, ramp in fill, start ramp, tank formwork, accumulated h, main directions of the structure, mezzanines and totals for both, relative maximum displacements of, floor, h mezzanines, tower a, total, mezzanines , address and, direction x, tower b, beam, specified, summary of the foundation conditions, badly graduated gravel, building and being replaced by suitable materials, shall be removed in full, before constructing, disassembling or filling sanitary and that these inadequate materials, should not be based on peat, organic soil, topsoil, safety factor :, additional recommendations :, aggressiveness of the soil to the foundation :, differential settlement :, not detected, type of foundation :, stratum of the foundation: depth of foundation :, design parameters of the foundation :, parameters of, seismic force, admissible pressure :, insulated footings and running foundations, encofr ado roof-cuts-details, beams of cut-cuts-stairs, foundation-cistern-details, plan, description, index of plans, detail of bending of stirrups, in plates, columns and beams, or columns, d of plates, beams, hook detail, abutment, nnt, detail of shoe, see plant, sardinel, nfp, n.jardin, well compacted ground, specifications, coatings, brick walls, specifications for, thickness of the joints, mortar mix :, type of brick: solid type, banked beams and walls, slabs and stairs, lightened and flat beams, note: it is recommended the use of a sealer in the concrete of elements, structural to prevent the oxidation of the reinforcement, note: for the trace of foundation see architectural plans, footings, cm., indicated, reference plant, foundation, nfc, detail of stepped foundation, interior, foundation, sobrecimiento, perimetric, var, calzadura-details, axis break, nfp. var., horizontal, protruding detail on the main facade, n.f.p. var., dorm. main, kitchen, laundry, dining room, living room, study, bedroom, first floor, parking, elevator hall, parking, multipurpose room, hall, entrance hall, roof plant, gci, roof, living room, elevated tank, sh, frontal elevation, rear elevation, cistern and cto. of elevator machines, vacuum, laundry, catwalk, pa

Raw text data extracted from CAD file:

CABLE fpu =18000 kg/cm2 6.50 5.20 6.55 5.05 6.05 8.05 6.05 5.35 5.85 \A1;. \A1;. \A1;. \A1;. \A1;. \A1;. \A1;. \A1;. \A1;. 2.20 3.40 .60 1.60 .20 .20 1.00 3.10/3.60 2.50 3.00 .30 .30 .10 .70 .30 .30 1.00 3.40 2.50 3.00 .30 .30 .10 .70 .30 .30 1.00 2.90/3.60 2.50 3.00 .30 .30 .10 .70 .30 .30 1.00 3.50 2.50 3.00 .30 .30 .10 .70 .30 .30 1.00 3.50 2.80 3.00 .30 .30 .10 .70 .30 .30 .80 4.10 2.50 4.00 .20 .20 .30 .50 .30 .25 .70 4.10 1.40 .20 .20 .10 .50 .30 .25 1.20 .20 .15 .20 .30 .15 1.20 .20 .20 1.20 .20 .15 .20 .20 .20 .25 2.40 .40 .30 .20 .20 .50 .10 .15 .25 4.20 .20 .15 .20 .20 .50 .10 .15 .25 4.20 .20 .15 .20 .15 2.60 .20 .20 .50 .10 .15 .25 3.60 .20 .15 .15 2.60 .20 .60 .20 .20 .50 .10 .15 .25 2.60 .20 .15 1.20 .20 .15 .30 .20 1.20 .30 .30(TIP.) .20 1.20 .20 .20 .30 .20 .20 1.20 .20 .40 .20 .20 .15 .20 2.00 .15 .40 .15 1.20 .20 .20 1.20 .20 .15 .20 .20 1.20 1.20 1.50 .20 .20 .30 .20 .20 .40 .70 .20 1.30 1.20 .30 1.20 .30 1.20 .30 1.20 .30 1.40 .40 1.30 1.20 .30 1.20 .30 1.20 .30 1.20 .30 1.40 .40 .40 1.20 1.20 .40 .40 1.20 1.20 .40 1.20 1.20 1.10 .30 1.10 .30 1.30 1.60 1.60 1.60 .60 1.30 1.60 1.60 1.60 1.10 .30 1.10 .30 1.10 .30 1.10 .30 .40 .90 .90 .40 .90 .90 .90 .90 .30 1.20 .60 1.10 .30 1.10 .30 1.10 .30 1.10 1.00 .30 1.10 .30 1.10 .30 1.00 1.30 1.20 .30 1.20 .30 1.20 .30 1.20 .30 1.40 .40 1.30 1.20 .30 1.20 .30 1.20 .30 1.20 .30 1.40 .40 .40 1.20 1.20 .40 .40 1.20 1.20 .40 1.20 1.20 1.10 .30 1.10 .30 .90 .90 .30 1.20 1.10 .30 1.10 .30 1.10 .30 1.00 .30 1.10 .30 1.10 .30 1.20 .40 1.20 1.30 1.30 1.10 .30 .40 1.10 .30 .40 .40 .40 .80 .80 .40 JUNTA 1cm. JUNTA 1cm. JUNTA 1cm. JUNTA 1cm. JUNTA 1cm. JUNTA 1cm. .80 .80 .80 .80 1.20 .30 1.20 .30 1.20 1.20 .70 .70 .70 .70 1.30 .30 1.40 1.20 .30 1.20 .30 1.20 1.20 .30 1.30 .40 .40 .40 .40 .40 .30 1.40 1.20 .30 1.20 1.50 1.00 1.00 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .80 .80 .30 1.40 1.20 .30 1.20 .30 1.20 1.20 .30 1.30 .30 1.40 1.20 .30 1.20 .30 1.20 1.20 .30 1.30 .80 1.20 .30 1.20 .30 1.20 1.20 .30 1.30 .80 .40 .80 .80 .80 .80 1.20 .30 1.20 .30 1.20 1.20 .70 .70 .70 .70 1.30 .30 1.40 1.20 .30 1.20 .30 1.20 1.20 .30 1.30 .40 .40 .40 .40 .40 .30 1.40 1.20 .30 1.20 1.50 1.00 1.00 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .80 .80 .30 1.40 1.20 .30 1.20 .30 1.20 1.20 .30 1.30 .30 1.40 1.20 .30 1.20 .30 1.20 1.20 .30 1.30 .80 1.20 .30 1.20 .30 1.20 1.20 .30 1.30 .80 .40 .40 JUNTA 7cm. JUNTA 5cm. .80 .80 .80 .80 .80 .60 .40 .80 .80 .80 .80 1.20 .30 1.20 .30 1.20 1.20 .70 .70 .70 .70 1.30 .30 1.40 1.20 .30 1.20 .30 1.20 1.20 .30 1.30 .40 .40 .40 .30 1.40 1.20 .30 1.20 1.50 1.00 1.00 .40 .40 .40 .40 .40 .40 .40 .40 .40 .40 .80 .80 .30 1.40 1.20 .30 1.20 .30 1.20 1.20 .30 1.30 .80 1.20 .30 1.20 .30 1.20 1.20 .30 1.30 .80 .40 .20 .20 .20 .20 2.10 .20 .15 .10 JUNTA (7cm.) .20 .10 .10 .10 .20 .05 .05 1" .20 .10 .30 .25 \A1;.50 \A1;.39 \A1;.11 \A1;.11 \A1;.15 \A1;Ancho de Viga \A1;Altura de losa \A1;5 a 15 cm \A1;Cables vistos \A1;.05 .10 .20 0.10 h Losa .10 .20 L h 2 h/3 h/6 h/6 L .20 VAR. .15 .10 .15 .15 9.055 1.150 1.425 JUNTA .70 1.425 3.175 1.100 1.975 1.380 9.055 JUNTA .70 50 150 3/16 64 (2 1/2") 250 (10") 1/4" 400 950 1850 3025 500 6225 (VM-4) 75 180 1350 1850 3100 1200 6300 600 100 500 600 4600 1100 3355 9055 100 500 600 2200 1200 625 100 500 900 500 4525 1150 3380 9055 100 500 600 .70(JUNTA) 500 100 (LOSA) 2.000 1.380 3.100 1.200 1.200 2.450 3.100 1.350 1.850 3.100 6.300 75 1025 75 500 180 400 1025 400 980 1975 1100 3175 9055 (VM-3) 500 180 600 400 500 2200 1200 400 550 1025 70 100 100 150 5/16" 115 500 125 125 115 125 125 400 1025 400 980 2000 1150 3100 9055 (VM-1) 500 180 .20 .20/.25 .50 .40 .15 110 110 5/16" 150 150 180 110 110 150 180 1/4" 300 .10 .10 .10 1.50(MAX.) 1.20(APROX.) 0.10 1.50(MAX.) 1.20(APROX.) 100 200 100 10.20 6.50 5.20 6.55 5.05 6.05 8.05 6.05 5.35 5.85 2.50 2.80 .50 .50 1.00 .40 2.50 2.20 2.20 1.60 1.00 2.80 13.50 2.50 1.00 .50 .80 1.00 .40 .40 .40 .40 .40 1.00 3.30 1.00 .50 12.00 1.00 2.80 2.50 .70 1.20 .50 1.40 1.40 .40 .10 .55 VER PLACAS 2.60 2.85 .60 .50 .20 .20 .20 .20 .20 .15 .40 .20 VAR. MAX. 1.30 .40 2.50 2.20 .50 1.60 .80 .50 1.00 3.65 1.00 .50 10.65 .40 .40 .40 .50 .50 .50 .50 +/-0.60 +/-0.60 +/-0.60 +/-0.60 +/-0.60 +/-0.60 .20 .20 .50 5.55 .50 3.10 .20 .20 .40 2.45 .40 .25 .15 .40 5.65 .40 3.15 .20 .20 .40 2.45 .40 6.00 3.45 .60 .80 .60 .40 .40 .40 .25 .15 .25 .25 2.50 6.00 3.45 6.00 3.45 6.00 3.45 5.65 3.15 .40 .20 .50 .40 .15 .25 2.55 .40 1.10 .40 1.40 .40 .20 .40 1.30 .40 .95 .20 1.50 .20 .25 .15 .40 5.60 .40 4.55 .20 .20 .40 2.10 .40 .25 .15 .40 5.60 .40 4.55 .20 .20 .40 2.10 .40 .20 .20 .50 5.55 .50 4.50 .20 .40 2.10 .40 .25 .15 .40 5.60 .40 4.55 .20 .20 .40 2.10 .40 .25 .15 .40 .40 .20 .20 .40 2.45 .40 .25 .15 .40 5.60 .40 3.10 .20 .20 .40 2.45 .40 .15 .25 .40 1.90 .20 6.10 .15 .40 .15 .25 .35 .25 .15 .25 .40 1.90 .20 6.10 .15 .40 .15 .25 .35 .25 .50 3.30 .40 5.95 .50 .40 .15 .60 .40 .20 .50 .40 .15 .25 2.55 .40 1.10 .40 1.40 .40 .20 .40 1.30 .40 .95 .20 1.50 .20 .20 .20 2.40 .40 1.15 .40 1.40 .40 .20 .40 1.30 .40 .95 1.50 .20 .50 3.40 .20 5.95 .50 .40 .20 .20 .40 1.15 .40 1.40 .40 .15 .25 .40 1.70 .40 6.10 .40 .40 .15 .25 .40 1.90 .20 6.10 .15 .40 .15 .25 .35 .25 .20 .40 1.30 .40 .95 1.50 .20 .40 .20 .50 .40 .15 .25 2.55 .40 1.10 .40 1.40 .40 .20 .40 1.30 .40 .95 .20 1.50 .20 .80 .80 .50 .50 .50 .50 .50 .40 .40 .50 .80 .50 .50 .65 .15 .50 .50 .40 .40 .70 .15 .25 .15 .40 .15 .20 .20 .50 1.65 .40 6.00 .50 .35 .15 .60 .40 .20 .50 .40 .15 .25 2.55 .40 1.10 .40 1.40 .40 .20 .40 1.30 .40 .95 .20 1.50 .20 .15 .60 .50 .80 .50 .50 .40 .40 .50 .80 .50 .50 .40 .30 .15 .35 .40 .15 .30 .40 .40 .40 .20 .30 .40 .20 .20 1.60 .20 .80 .20 .25 .55 .20 1.20 1.00 1.30 .50 5.95 .50 1.85 .20 .25 .45 .20 .30 1.20 .30 1.20 .30 .80 .80 1.20 1.50 1.50 1.50 1.00 1.00 1.50 1.20 .80 .80 .40 4.75 .80 5.75 .80 4.50 .40 .25 .20 .55 .80 .90 1.50 1.50 1.50 1.00 1.00 1.50 .90 .40 5.05 .50 5.75 .50 4.05 .40 .25 .60 .60 .80 .80 .20 .55 .20 .50 .40 4.25 .50 4.90 .50 4.15 .40 .70 1.00 1.30 1.30 1.00 .70 .25 .60 .60 .80 .80 .20 .45 .20 .50 .60 .55 .60 .55 1.00 1.00 .30 .30 .80 2.45 .80 .20 .70 .20 .50 1.00 .60 .60 .90 1.40 .90 1.40 .40 5.25 .25 .20 .40 .15 .25 .25 .55 .20 .40 .90 5.40 .50 4.90 .50 5.30 .40 .90 1.10 1.40 1.40 1.40 1.40 1.10 .25 .45 .20 .30 .30 .40 5.40 .50 4.90 .50 5.30 .40 1.40 1.40 1.40 1.40 1.40 1.40 .20 .25 .20 .20 .60 .20 5.50 .25 1.30 1.30 .20 .30 .20 .30 .15 .20 .60 .40 .90 .90 5.40 .50 4.90 .50 5.30 .40 .90 .90 1.40 1.40 1.40 1.40 1.40 1.40 1.40 .90 .25 5.50 .15 .90 .20 .30 .80 .25 5.25 .15 .80 .20 .30 1.40 .15 .20 1.40 .90 .25 5.50 .15 .90 .20 .30 5.25 .25 5.60 .15 .90 .90 1.40 1.40 1.40 1.40 1.40 .80 .25 5.25 .15 .80 .20 .35 .80 5.75 .80 1.50 1.50 4.50 .40 1.50 1.20 .25 .60 .20 4.75 1.50 1.00 1.00 .40 .15 .20 .60 .20 .55/.45 .20 .55/.45 .15 .20 .55/.45 .20 1.60 1.00 1.60 1.00 6.30 .25 .25 .20 .20 .40 .15 1.40 .90 .25 5.60 .15 .90 .20 .30 .90 .20 .25 .60 .20 .40 5.30 .50 1.70 .20 .20 2.90 .50 5.50 .40 .80 .80 1.40 1.40 1.40 1.40 1.40 1.40 .25 .60 .20 1.00 .60 1.00 1.00 1.50 1.50 .40 3.20 .80 5.75 .80 4.50 .40 1.50 1.20 1.50 1.55 .25 .20 1.30 .20 .25 .60 .20 1.50 1.00 1.50 1.00 1.50 .50 5.60 .80 1.90 .20 .45 1.10 .90 1.50 .90 1.40 .50 5.55 .50 1.50 .20 .25 .45 .20 .20 .30 .20 4.80 .50 5.65 .80 6.10 .40 4.60 .50 .90 1.00 1.00 1.50 1.50 1.50 1.40 1.40 1.50 1.50 .60 .60 .60 .20 4.80 .50 5.65 .80 6.10 .40 4.60 .50 1.00 .80 1.50 1.50 .90 1.40 1.40 1.50 1.00 1.00 1.50 1.50 1.50 .60 1.00 1.00 .20 .60 .15 .20 .15 .20 VAR. .25 .60 .20 4.00 .40 4.50 1.00 1.00 .20 .50 VAR. MAX. .70 .25 .15 .45 1.00 1.50 1.00 1.50 1.00 1.50 .50 5.60 .80 1.90 .20 .25 .55 .20 .50 5.65 .50 4.50 .20 3.00 .20 1.30 1.30 2.00 2.00 .90 .90 2.00 1.40 .25 .60 .20 .20 .20 .20 VAR. .25 .60 .20 .60 .20 4.65 .20 2.00 1.30 .25 .60 .20 .50 5.65 .50 4.50 .20 3.00 .20 1.30 1.30 .90 .90 2.00 2.00 2.00 1.40 .20 .55 .20 .20 2.70 .25 5.20 .25 5.10 .40 1.30 1.30 1.30 1.30 .80 .80 .20 .45 .20 1.30 .25 1.65 .20 3.00 .25 .60 .20 .60 .20 .20 .20 .20 1.30 .25 6.30 .25 1.60 1.60 1.00 1.00 .20 .60 .15 1.40 .20 .30 1.40 .90 .25 5.60 .15 .90 .20 .30 .20 .35 .20 .25 .60 .80 3.30 .40 3.30 .50 .20 .15 .20 VAR. 1.50 1.00 .25 5.80 .20 1.00 .20 .50 1.50 .20 2.70 .25 5.20 .25 5.60 .15 1.30 1.30 1.30 1.30 .80 .80 .25 .60 .20 2.50 .25 .90 .70 .20 .60 .20 2.50 .25 .90 .70 .20 .60 .20 .50 4.80 .50 1.20 1.40 5.55 .40 1.40 1.40 .25 .60 .20 .40 5.45 .40 1.40 1.40 4.90 .40 1.40 1.30 .25 .60 .20 .70 2.40 1.40 .90 .90 .25 .20 .45 .50 .25 .30 .30 .80 1.50 .90 1.50 .90 1.40 .50 5.55 .50 1.50 .20 .25 .55 .20 .20 1.00 1.20 1.20 1.20 1.00 1.00 1.20 1.00 .40 5.05 .50 5.75 .50 4.20 .40 .25 .30 .30 .80 .30 .30 .30 .30 .80 .50 5.65 .80 3.40 .20 2.50 .40 4.60 .50 5.65 .50 3.15 .20 1.40 1.50 1.50 1.50 1.50 1.40 1.40 2.00 2.00 1.30 .90 .90 1.00 1.00 .90 .80 5.50 .40 .90 .90 1.40 1.40 .90 VERDE-120 0.3 161 0.25 RESTO 0.1 31 0.5 MAGENTA 0.5 101 0.18 30 0.25 AZUL 0.6 CYAN 0.30 GROSOR DE LAS LINEAS ROJO 0.15 BLANCO 0.20 AMARILLO 0.15 PUNTAS COLORES DIMENSIONES DE LA LAMINA: A0 2 3 4 5 1 6 A B C D 3' 5 5 5 5 5 5 5 5 5 N.F.P.-7.30 DE LA EXCAVACION PARA TOMAR MEDIDAS ADICIONALES DE SEGURIDAD, SI SERAN DE ENTERA RESPONSABILIDAD DEL CONSTRUCTOR DE LAS MISMAS. 6.- DEBERA MANTENERSE UN CONTROL CONSTANTE DEL ESTADO DE LOS LINDEROS 7.- EL PROCEDIMIENTO ADOPTADO ASI COMO LA CONSTRUCCION DE LA CALZADURA 5.- EL DISENO DE LAS CALZADURAS ES PARA TERRENO SECO, DEBIENDO ELIMINARSE FUESE EL CASO. TODA CAUSA DE HUMEDAD. (minimo 4 1/2 Sacos de Cemento/m3) POR METRO DE ALTURA EN UN PLAZO DEL ORDEN DE 7 DIAS, CAUSANDO CONSECUENTEMENTE PARA LA ALTURA DE ESTA CALZADURA ES INSISPENSABLE CONCRETO DE CALZADURAS: f'c = 100 Kg/cm2 + PIEDRA 3"@ 8" 1.- EL CONCRETO DE LA CALZADURA SE ACORTARA APROXIMADAMENTE 1/3 mm. CADA ETAPA SERA CONSTRUIDA POR PANOS DE 2.00 @ 1.50 mts. ALTERNADOS. PANOS ALTERNADOS DE UNA MISMA FAJA (LUEGO DEL VACIADO Y PARA EXCAVAR) 2.- LAS CALZADURAS DEBERAN CONSTRUIRSE POR ETAPAS DE ARRIBA HACIA ABAJO. 3.- LAS JUNTAS ENTRE PANOS DE ETAPAS CONSECUTIVAS SERAN DESPLAZADOS 4.- SE DEBERA ESPERAR UN MINIMO DE 5 DIAS ENTRE LA CONSTRUCCION DE CONSTRUIRLA POR FAJAS HORIZONTALES, ACUNANDO CON MEZCLA MUY SECA ASENTAMIENTOS EN LA CONSTRUCCION EXISTENTE. PANETEO DE EXCAVACIONES: Mortero CEMENTO/ ARENA 1/5 CALZADURAS ESPECIFICACIONES GENERALES: NOTAS GENERALES: CADA NIVEL DE LLENADO. 1/2 PANO PARA NO COINCIDIR. EDIFICIO POR CONSTRUIR . 17 . ETAPA IV ULTIMA CALZADURA 20 18 21 22 19 6 EXCAVAR Y LLENAR LUEGO EXCAVAR Y LLENAR . ETAPA II ETAPA III . ETAPA I 3 2 1 4 5 PAÑETEAR LOS 3 LADOS DE EXCAVACION 15 12 9 7 13 10 4 1 2 11 8 14 16 3 5 .10 .10 .10 1.50(MAX.) 1.20(APROX.) CALZADURA POR FAJAS HORIZONTALES ELEVACION SECCION CALZADURA TIPO 1 CALZADURA POR FAJAS HORIZONTALES CALZADURA ULTIMA ELEVACION PANETEAR LOS 3 LADOS DE EXCAVACION LUEGO EXCAVAR Y LLENAR 9 . ETAPA III . ETAPA IV ETAPA V . . 23 20 17 12 ETAPA I ETAPA II . EXCAVAR Y LLENAR 6 1 11 10 24 26 27 21 13 18 15 16 EDIFICIO POR CONSTRUIR 25 22 19 14 2 4 7 5 8 3 5 4 1 2 3 SECCION 0.10 (TIPICO) CALZADURA TIPO 2 1.50(MAX.) 1.20(APROX.) 31 32 33 28 29 30 CALZADURA ESC.:1/50 N.F.P.-4.50 CALZADURA TIPO 1 CALZADURA TIPO 1 CALZADURA TIPO 1 CALZADURA TIPO 2 CALZADURA TIPO 1 CALZADURA TIPO 1 VERDE-120 0.3 161 0.25 RESTO 0.1 31 0.5 MAGENTA 0.5 101 0.18 30 0.25 AZUL 0.6 CYAN 0.30 GROSOR DE LAS LINEAS ROJO 0.15 BLANCO 0.20 AMARILLO 0.15 PUNTAS COLORES DIMENSIONES DE LA LAMINA: A0 NFP.-4.50 5 4d5/8"+20d3/8" 3/8"d:1@.05,6@.10, rto.@.15 5 d1/2"@.20 5 2d5/8" d5/8"@.20 1.60 5 2d5/8" 5 NFZ.-8.50 CORTE 1-1 5 3.10/<> 5 NFP.-4.50 NFZ.-5.60 5 NFZ.-5.60 3d1" 5 5 3d1" 3d1" 2d1/2" 5 3/8"d:1@.05,6@.10,4@.15,R.@.20 5 5 5 NFP.-4.50 VIGA CV-1 (.30x.70) 5 5 5 NFP.-4.50 NFZ.-5.60 5 NFZ.-5.60 3d1" 5 5 3d1" 3d1" 2d1/2" 5 3/8"d:1@.05,6@.10,4@.15,R.@.20 5 5 5 NFP.-4.50 VIGA CV-2 (.30x.70) 5 2.90/<> 5 NFZ.-5.60 5 NFZ.-5.60 3d1" 5 5 3d1" 3d1" 2d1/2" 5 3/8"d:1@.05,6@.10,4@.15,R.@.20 VIGA CV-3 (.30x.70) NFP.-4.50 5 5 5 NFP.-4.50 5 5 5 NFZ.-5.60 5 NFZ.-5.60 3d1" 5 5 3d1" 3d1" 2d1/2" 5 3/8"d:1@.05,6@.10,4@.15,R.@.20 VIGA CV-4 (.30x.70) NFP.-4.50 5 5 5 NFP.-4.50 5 5 5 NFZ.-5.60 5 NFZ.-5.60 3d1" 5 5 3d1" 3d1" 2d1/2" 5 3/8"d:1@.05,6@.10,4@.15,R.@.20 VIGA CV-5 (.30x.70) NFP.-4.50 5 5 5 NFP.-4.50 5 5 5 NFZ.-5.40 5 NFZ.-5.60 2d3/4" 5 5 2d3/8" 5 3/8"d:1@.05,6@.10,4@.15,R.@.20 VIGA CV-6 (.25x.50) NFP.-4.50 5 5 5 NFP.-4.50 2d3/4" 2d3/4" 5 5 5 NFZ.-5.40 NFZ.-5.40 5 5 3d5/8" 2d3/8" 5 3/8"d:1@.05,6@.10,4@.15,R.@.20 VIGA CV-7 (.25x.50) NFP.-4.50 5 5 5 NFP.-4.50 3d5/8" TRAMO 5 TRAMO 6 5 5 (TIP.) 5 .15 TRAMO 7 6d3/8" d3/8"@.25 (ALTERNADOS) 5 VIGA V4 (.30x.20) 5 .15 TRAMO 8 5 5 5 (TIP.) VIGA V27 (.20x.55) 6d3/8" d3/8"@.25 (ALTERNADOS) 5 5 5 (TIP.) 5 .15 TRAMOS 11-13-15-17-19-21-23-25-27 6d3/8" d3/8"@.25 (ALTERNADOS) ESCALERA 1 (S/C=250Kg/m2) VIGA V27 (.20x.55) 5 .18 5 5 NFP.+1.50 d1/2"@.30 d3/8"@.25 (ALTERNADOS) ESCALERA 2 (S/C=250Kg/m2) NFZ.-0.05 5 5 5 5 (TIP.) NFZ.-7.90 5 5 CORTE 2-2 5 5 5 5 5 NFP.-8.90 (TIP.) (SUP.) MALLA d3/8"@.25 d3/8"@.20 5 NFP.-4.50 5 3d3/8" d3/8"@.20 5 5 CORTE 3-3 5 5 5 5 5 NFP.-8.90 (TIP.) (SUP.) MALLA d3/8"@.25 d3/8"@.20 5 NFP.-4.50 5 3d3/8" d3/8"@.20 5 5 5 5 NFP.-7.30 d3/8"@.25 MALLA (SUP.) 5 CORTE 4-4 5 5 5 5 5 NFP.-8.90 (TIP.) (SUP.) MALLA d3/8"@.25 d3/8"@.20 5 NFP.-4.50 5 3d3/8" d3/8"@.20 5 5 5 NFP.-7.30 d3/8"@.25 MALLA (SUP.) 5 2d1/2" 5 5 CORTE 5-5 5 5 5 5 5 NFP.-7.30 (TIP.) (SUP.) MALLA d3/8"@.25 d3/8"@.20 5 NFP.-4.50 5 3d3/8" d3/8"@.25 5 5 .15 TRAMO 1 6d3/8" d3/8"@.25 (ALTERNADOS) 5 5 (TIP.) NFP.-7.30 .15 TRAMO 2 5 5 5 <>(TIP.) 5 6d3/8" d3/8"@.25 (ALTERNADOS) 5 5 .15 TRAMO 3 6d3/8" d3/8"@.25 (ALTERNADOS) 5 5 (TIP.) NFP.-4.50 5 (TIP.) .15 TRAMO 4 5 5 5 5 5 6d3/8" d3/8"@.25 (ALTERNADOS) (TIP.) NFP.-1.55 VIGA V4 (.30x.20) 5 5 5 5 5 CORTE 6-6 NFP.-9.30 MALLA d3/8"@.20 MALLA d3/8"@.20 NFP.-7.30 MALLA d3/8"@.25 (SUP.) 5 .15 TRAMOS 10-12-14-16-18-20-22-24-26-28 5 5 5 (TIP.) VIGA V27 (.20x.55) 6d3/8" d3/8"@.25 (ALTERNADOS) 5 5 5 (TIP.) 5 .15 TRAMO 9 6d3/8" d3/8"@.25 (ALTERNADOS) VIGA V27 (.20x.55) 5 5 5 5 5 RELLENO 5 .15 6d3/8" d3/8"@.25 (ALTERNADOS) 5 5 VIGA V4 (.30x.20) .15 5 5 NFP.+1.50 VIGA V4 (.30x.20) 6d3/8" d3/8"@.25 (ALTERNADOS) 5 5 (TIP.) 5 2 3 4 5 1 6 A B C D (.25x.60) (.20x.60) (.25x.60) (.20x.60) (.25x.60) 5 5 5 d1/2" d1/2" d1/2" (.25x.60) 5 5 B B 21 B B 22 5 5 d1/2" d1/2" 5 5 (.30x.20) 5 24 23 B B 5 e= VIGA V3 d1/2" B B NFP.+1.35 27 B B 25 COL. P3 NACE COL. P3 NACE 5 5 5 d1/2" d1/2" d1/2" 5 5 5 5 d1/2" d1/2" 5 5 5 d1/2" LADRILLO RETIRAR 26 COL. P3 NACE COL. P3 NACE COL. P3 NACE COL. P3 NACE COL. P3 NACE 5 e= 28 29 B B COL. P3 NACE COL. P3 NACE LADRILLO RETIRAR (S/C = 250Kg/m2) ENCOFRADO SOTANO 1 3' (.25x.60) (.25x.60) 18 19 NFP.+1.35 COL. P3 NACE COL. P3 NACE 5 5 5 5 d1/2" d1/2" 5 5 5 5 d1/2" d1/2" (.20x1.50) VIGA V21 LOSA H=.20 DOBLE MALLA d1/2"@.20 NFP.±0.00 5 5 d1/2" d1/2" 20 NFP.+1.50 (.30x.20) VIGA V4 (.50x.20) COL. P4 NACE COL. P3 NACE COL. P4 NACE COL. P3 NACE NFP.-0.05 (.20x.60) (.20x.60) (.25x.60) B B B B NFP.+1.35 1 NACE ESC. 2 RELLENO A N.F.P. + 1.50 LOSA H=.15 DOBLE MALLA d3/8"@.20 NFP.+1.05 (.25x.60) (.20xVAR.) 5 d3/8" 5 d3/8" 5 d3/8" 5 d3/8" d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 (.20x.60) 5 5 d3/8"@.25 d3/8"@.25 5 5 5 d3/8"@.25 d3/8"@.25 d3/8"@.25 LOSA H=.15 NFP. VARIABLE 5 5 d3/8"@.25 d3/8"@.25 5 d3/8"@.25 5 d3/8"@.25 d3/8"@.25 NFP.+1.05 RELLENO RAMPA EN LOSA H=.15 DOBLE MALLA d3/8"@.25 2 B B 3 NFP.+1.50 5 d3/8" 5 d3/8" 5 d3/8" 5 d3/8" 5 d3/8" 5 d3/8" 5 d3/8" 5 d3/8" NFP.+1.50 5 5 5 d3/8" d3/8" 16 (.20x.60) CAMBIO SECCION VER DETALLE 5 5 5 d3/8" d3/8" VIGA V6 NFP.+1.05 LOSA H=.15 DOBLE MALLA d3/8"@.25 5 5 5 d3/8" d1/2" 5 d1/2" 17 (.20x.60) tip. 5 2d1/2" tip. 5 d3/8" 5 d3/8" COL. P3 NACE COL. P3 NACE 5 d1/2" 5 d1/2" 5 5 5 d3/8" .40 e= 5 d3/8" 5 d3/8" 5 d1/2" 5 d1/2" 5 5 5 d3/8" 10 11 15 14 13 12 4 9 8 7 6 5 Serie V104 V102 V100 V102 VIGUETAS ENCOFRADO SOTANO 2 V102 V102 - LA VIGUETA V100 ES AUTOPORTANTE HASTA 1.50 M. Y NO PUEDE SER PICADA EN LA - LAS VIGUETAS V101, V102 Y V104 SON AUTOPORTANTES HASTA 2.50 m. O APUNTALADAS EN CONJUNTO CADA 2.0 m., ESTAS VIGUETAS PUEDEN SER PICADAS HASTA 5 cm. EN LA PARTE SUPERIOR. PARTE SUPERIOR. 8 7 10 11 9 NOTAS: Paño 2 3 4 1 6 5 2 2 2 2 2 Cant./paño 10 10 10 9 Long. 5.00 6.05 1.10 2 5.80 2 6.00 V102 5.15 5.70 5.60 5.50 5.20 5.35 14 13 16 17 15 12 2 1 8 2 5.45 V102 V102 V100 V100 V102 5.55 5.65 2.70 2.70 5.05 V102 V102 V102 V102 V102 18 9 V102 5.05 2 2 19 6 5.05 22 21 24 25 23 20 8 1 7 2 3.25 V102 V100 V102 V102 V102 5.50 6.00 5.70 5.70 5.50 V102 V100 26 4 V102 5.50 9 9 27 13 V100 6.00 28 5 V102 5.70 29 8 V102 5.70 Serie V100 V102 V102 V104 VIGUETAS ENCOFRADO SOTANO 1 V102 V102 - LA VIGUETA V100 ES AUTOPORTANTE HASTA 1.50 M. Y NO PUEDE SER PICADA EN LA - LAS VIGUETAS V101, V102 Y V104 SON AUTOPORTANTES HASTA 2.50 m. O APUNTALADAS EN CONJUNTO CADA 2.0 m., ESTAS VIGUETAS PUEDEN SER PICADAS HASTA 5 cm. EN LA PARTE SUPERIOR. PARTE SUPERIOR. 8 7 10 11 9 NOTAS: Paño 2 3 4 1 6 5 2 2 2 2 2 Cant./paño 12 8 2 10 Long. 6.05 1.15 6.00 2 5.80 2 5.90 V102 5.65 5.70 5.60 5.50 3.35 3.55 14 13 16 17 15 12 2 11 4 2 3.80 V102 V102 V102 V100 V100 4.00 4.30 4.60 3.60 2.70 V102 V102 V102 V102 V102 18 10 V102 5.05 2 2 19 11 5.05 22 21 24 25 23 20 9 1 9 7 5.05 V102 V100 V102 V102 V102 5.50 6.00 5.70 5.70 5.50 V102 V102 26 6 V102 5.50 11 11 27 15 V100 6.00 28 6 V102 5.70 29 10 V102 5.70 2 3 4 5 1 6 A B C D (.25x.60) (.20x.60) (.25x.60) (.20x.60) (.25x.60) 5 5 5 d1/2" d1/2" d1/2" (.25x.60) 5 5 B B 21 B B 22 5 5 d1/2" d1/2" 5 5 (.30x.20) 5 24 23 B B 5 e= VIGA V3 d1/2" B B NFP.-1.55 27 B B 25 5 5 5 d1/2" d1/2" d1/2" 5 5 5 5 d1/2" d1/2" 5 5 5 d1/2" LADRILLO RETIRAR 26 5 e= 28 29 B B LADRILLO RETIRAR (S/C = 250Kg/m2) ENCOFRADO SOTANO 2 3' (.25x.60) (.25x.60) 17 18 NFP.-1.55 5 5 5 5 d1/2" d1/2" 5 5 5 5 d1/2" d1/2" (.20x.60) VIGA V2 5 5 d1/2" d1/2" 19 (.30x.20) VIGA V4 NFP.-0.05 (.25x.60) (.25x.60) B B B B NFP. VARIABLE 2 (.20xVAR.) 5 d3/8" 5 d3/8" 5 d3/8" 5 d3/8" (.20x.60) 5 5 5 d3/8" d1/2" 5 d1/2" 15 5 d3/8" 5 d3/8" 5 d1/2" 5 d5/8" 5 5 .40 e= 5 d3/8" 5 d3/8" 5 d1/2" 5 d5/8" 5 5 VIGA S2.B.1-6 NFP. VARIABLE VIGA S2.2.B-A (.25x.60) VIGA V5 (.20x.60) VIGA S2.C.2-6 VIGA V19 (.20xVAR.) VIGA V16 VIGA S2.3.C-A B B LOSA H=.15 DOBLE MALLA NFP. VARIABLE d3/8"@.25 5 5 5 d1/2" d1/2" 1 RAMPA EN RELLENO 4 5 d1/2" 5 d1/2" 3 NFP.-1.55 VIGA V5 (.20x.60) .40 e= RAMPA EN RELLENO 5 9 8 7 6 B B 5 d3/8" 5 d3/8" 5 5 d3/8" 5 d3/8" 5 10 14 13 12 11 VIGA V5 VIGA V1 (.25x.20) VIGA V1 VIGA S2.3'.D-A 16 (.25x.20) 5 5 5 5 5 d3/8" d3/8" 20 VIGA S2.4.D-A VIGA V18 VIGA S2.5.D-A VIGA V17 VIGA V17 VIGA S1.5.D-A VIGA S1.4.D-A (.25x1.50) (.20x.60) VIGA S1.3'.D-A JUNTA SISMICA (10cm.) JUNTA 1cm. VIGA V18 JUNTA 1cm. JUNTA SISMICA (5cm.) JUNTA 1cm. JUNTA SISMICA (10cm.) JUNTA 1cm. VIGA V20 JUNTA 1cm. JUNTA SISMICA (10cm.) VIGA S1.B.1-6 VIGA V23 C C (.25x.90) VIGA V22 VIGA S1.2.D-B JUNTA 1cm. JUNTA SISMICA (10cm.) VIGA S1.3.D-A VIGA S1.C.2-6 VIGA V5 - VERIFICAR LONGITUD Y CANTIDAD DE VIGUETAS EN OBRA. - VERIFICAR LONGITUD Y CANTIDAD DE VIGUETAS EN OBRA. VERDE-120 0.3 161 0.25 RESTO 0.1 31 0.5 MAGENTA 0.5 101 0.18 30 0.25 AZUL 0.6 CYAN 0.30 GROSOR DE LAS LINEAS ROJO 0.15 BLANCO 0.20 AMARILLO 0.15 PUNTAS COLORES DIMENSIONES DE LA LAMINA: A0 2 3 4 5 1 6 A B C D (.25x.55) (.25x.55) (S/C = 200Kg/m2) ENCOFRADO 1°PISO 3' (.25x.55) (.20x.55) 23 NFP.+4.07 (.25x.55) (.50x.20) (.25x.55) (.15x.20) VIGA VC (.15x.20) VIGA VC (.20x.55) (.20x.55) (.15x.20) VIGA VC (.20x.55) (.15x.20) (.20x.55) VIGA VC VIGA VC (.15x.20) (.20x.55) (.20x.55) (.25x.55) (.25x.55) (.20x.55) (.15x.20) VIGA VC (.35x.20) (.30x.20) (.30x.20) (.15x.20) VIGA V10 VIGA V11 VIGA V11 VIGA V12 LADRILLO LADRILLO LADRILLO B B B B B B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3/8" d3/8" d3/8" d3/8" VIGA V8 LADRILLO LADRILLO B B VIGA V8 (.15x.20) VIGA V10 (.30x.20) (.30x.20) (.30x.20) VIGA V3 5 d1/2" (.20x.55) d3/8" d1/2" 30 31 (.15x.20) V10 (.15x.20) V10 DOBLE MALLA LOSA H=.20 d3/8"@.25 DOBLE MALLA LOSA H=.20 d3/8"@.25 d3/8" d3/8" d3/8" d3/8" d1/2" 27 28 29 5 5 5 5 5 5 5 5 5 5 d1/2" d1/2" d1/2" d1/2" 5 d3/8" 21 20 (.15x.20) V10 (.15x.20) V10 d1/2" 22 d1/2" 5 e= 5 e= 24 5 d3/8" 5 25 B B 5 5 5 5 5 d1/2" d1/2" d5/8" 5 d1/2" PLACA CRECE (VER DETALLE) PLACA CRECE (VER DETALLE) B B B B B B PLACA CRECE (VER DETALLE) PLACA CRECE (VER DETALLE) B B B B A A 1 2 3 6 4 5 7 8 9 10 5 d3/8" 5 d3/8" 11 12 13 14 16 15 20 VER DETALLE (CAMBIO SECCION) (.20x.55) (.30x.20) (.30x.20) (.30x.20) VIGA V7 VIGA V7 (.15x.20) V10 (.15x.20) V10 (.15x.20) V10 (.15x.20) V10 (.25x.55) NFP.+4.07 (.30x.20) (.30x.20) VIGA V8 VIGA V8 VIGA V9 5 d3/8" 5 5 d3/8" 5 5 d3/8" 5 5 d3/8" 5 5 d3/8" 5 5 5 d3/8" d3/8" 5 5 5 5 5 5 5 5 5 5 d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" 5 5 5 5 5 5 5 5 5 5 d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" 5 5 5 5 5 5 5 5 5 d1/2" d1/2" d1/2" d1/2" d1/2" d3/8" 5 d3/8" 5 e= Serie V102 V102 V100 V102 VIGUETAS ENCOFRADO 1°PISO V102 V100 - LA VIGUETA V100 ES AUTOPORTANTE HASTA 1.50 M. Y NO PUEDE SER PICADA EN LA - LAS VIGUETAS V101, V102 Y V104 SON AUTOPORTANTES HASTA 2.50 m. O APUNTALADAS EN CONJUNTO CADA 2.0 m., ESTAS VIGUETAS PUEDEN SER PICADAS HASTA 5 cm. EN LA PARTE SUPERIOR. PARTE SUPERIOR. 8 7 10 11 9 NOTAS: Paño 2 3 4 1 6 5 10 10 10 3 6 Cant./paño 2 2 5 6 Long. 5.85 5.85 0.85 3 5.85 3 0.85 V100 5.85 0.85 5.50 0.85 5.50 5.70 14 13 16 17 15 12 5 3 5 2 5.70 V102 V100 V100 V100 V100 5.70 0.85 0.85 2.85 1.50 V101 V100 V102 V102 V102 18 5 V102 2.70 2 3 19 7 3.50 22 21 24 25 23 20 8 2 9 11 6.00 V100 V102 V100 V102 V100 1.30 5.70 0.70 5.70 2.70 V100 V102 26 3 V100 2.70 5 5 27 3 V102 6.00 28 3 V100 2.65 29 6 V100 3.10 Serie V102 V102 V100 V102 VIGUETAS ENCOFRADO TIPICO V102 V100 - LA VIGUETA V100 ES AUTOPORTANTE HASTA 1.50 M. Y NO PUEDE SER PICADA EN LA - LAS VIGUETAS V101, V102 Y V104 SON AUTOPORTANTES HASTA 2.50 m. O APUNTALADAS EN CONJUNTO CADA 2.0 m., ESTAS VIGUETAS PUEDEN SER PICADAS HASTA 5 cm. EN LA PARTE SUPERIOR. PARTE SUPERIOR. 8 7 10 11 9 NOTAS: Paño 2 3 4 1 6 5 10 10 10 3 6 Cant./paño 2 2 5 6 Long. 5.85 5.85 0.85 3 5.85 3 0.85 V100 5.85 0.85 5.50 0.85 5.50 5.70 14 13 16 17 15 12 5 3 6 2 5.70 V102 V100 V100 V100 V100 5.70 0.85 0.85 2.85 2.85 V101 V100 V102 V102 V102 18 6 V102 5.50 2 3 19 9 1.00 22 21 24 25 23 20 8 2 9 11 6.00 V100 V102 V100 V102 V100 1.30 5.70 0.70 5.70 2.70 V100 V102 26 3 V100 2.70 5 5 27 3 V102 6.00 28 3 V100 2.65 29 6 V100 3.10 2 3 4 5 A B C D (.25x.45) (.25x.45) (S/C = 200Kg/m2) ENCOFRADO TIPICO 3' (.25x.45) (.20x.45) 21 (.25x.45) (.50x.20)/(.40x.20) (.25x.45) (.20x.45) (.20x.45) (.25x.45) (.20x.45) (.20x.45) (.20x.45) (.20x.45) (.25x.45) (.25x.45) (.20x.45) (.35x.20) (.30x.20) (.30x.20) (.15x.20) VIGA V10 VIGA V11 VIGA V11 VIGA V12 LADRILLO LADRILLO LADRILLO B B B B B B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3/8" d3/8" d3/8" d3/8" VIGA V8 LADRILLO LADRILLO B B VIGA V8 (.15x.20) VIGA V10 (.30x.20) (.30x.20) (.30x.20) VIGA V3 C C 5 d1/2" (.20x.45) d3/8" d1/2" 28 29 (.15x.20) V10 (.15x.20) V10 DOBLE MALLA LOSA H=.20 d3/8"@.25 DOBLE MALLA LOSA H=.20 d3/8"@.25 d3/8" d3/8" d3/8" d3/8" d1/2" 25 26 27 5 5 5 5 5 5 5 5 5 5 d1/2" d1/2" d1/2" d1/2" 5 d3/8" 19 18 (.15x.20) V10 (.15x.20) V10 d1/2" 20 d1/2" 5 e= 5 e= 22 5 d3/8" 5 23 B B 5 5 5 5 5 d1/2" d1/2" d5/8" 5 d1/2" B B B B B B B B B B A A 1 2 3 6 4 5 7 8 9 10 5 d3/8" 5 d3/8" 11 12 13 14 16 15 17 (.20x.45) (.30x.20) (.30x.20) (.30x.20) VIGA V7 VIGA V7 (.15x.20) V10 (.15x.20) V10 (.15x.20) V10 (.15x.20) V10 (.25x.45) (.25x.45) NFP.+9.21 (.30x.20) (.30x.20) VIGA V8 VIGA V8 VIGA V9 5 d3/8" 5 5 d3/8" 5 5 d3/8" 5 5 d3/8" 5 5 d3/8" 5 5 5 d3/8" d3/8" 5 5 5 5 5 5 5 5 5 5 d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" 5 5 5 5 5 5 5 5 5 5 d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" 5 5 5 5 5 5 5 5 5 d1/2" d1/2" d1/2" d1/2" d1/2" d3/8" 5 d3/8" 5 e= NFP.+6.64 NFP.+14.35 NFP.+11.78 NFP.+16.92 NFP.+22.06 NFP.+19.49 NFP.+27.20 NFP.+24.63 NFP.+29.77 5 NFP.+9.21 NFP.+6.64 NFP.+14.35 NFP.+11.78 NFP.+16.92 NFP.+22.06 NFP.+19.49 NFP.+27.20 NFP.+24.63 NFP.+29.77 24 VIGA B.2-3 VIGA C.2-3 VIGA 2.D-A VIGA V28 VIGA V25 VIGA 3.D-A VIGA V27 D D D D VIGA V26 VIGA V27 VIGA B.4-5 VIGA V28 VIGA C.4-5 VIGA V27 V26 VIGA 4.D-A VIGA 5.D-A VIGA V27 VIGA V26 VIGA I.B.2-3 VIGA I.2.D-A VIGA I.C.2-4 VIGA V27 VIGA V28 VIGA V24 VIGA I.3.D-A VIGA V26 V26 JUNTA 7cm. E E VIGA I.4.D-A VIGA V28 VIGA I.B.4-5 VIGA V27 VIGA V27 VIGA I.C.4-5 VIGA V28 VIGA V27 D D VIGA I.5.D-A A (.20x.55) (.25x.55) JUNTA 5cm. (.20x.55) (.20x.55) VIGA V26 VIGA V26 17 18 19 5 d3/8" 5 d3/8" 5 d3/8" 5 d3/8" 5 5 d3/8" 5 BRAQUETE VER DETALLE D D 26 30 31 4 V100 2.70 7 3.50 V100 - VERIFICAR LONGITUD Y CANTIDAD DE VIGUETAS EN OBRA. - VERIFICAR LONGITUD Y CANTIDAD DE VIGUETAS EN OBRA. VIGA V26 E E A D D D D VERDE-120 0.3 161 0.25 RESTO 0.1 31 0.5 MAGENTA 0.5 101 0.18 30 0.25 AZUL 0.6 CYAN 0.30 GROSOR DE LAS LINEAS ROJO 0.15 BLANCO 0.20 AMARILLO 0.15 PUNTAS COLORES DIMENSIONES DE LA LAMINA: A0 ( VER DETALLE ESCALERA METALICA PISO TIPICO ) ( VER DETALLE ESCALERA METALICA PRIMER PISO ) BRAQUETE VER DETALLE PUENTE METALICO BRAQUETE VER DETALLE PUENTE METALICO BRAQUETE VER DETALLE PUENTE METALICO BRAQUETE VER DETALLE PUENTE METALICO BRAQUETE VER DETALLE PUENTE METALICO BRAQUETE VER DETALLE PUENTE METALICO 2 3 4 5 A B C D (.25x.45) (.25x.45) (S/C = 100Kg/m2) ENCOFRADO AZOTEA 3' (.25x.45) (.20x.45) 17 (.25x.45) (.40x.20) (.25x.45) (.20x.45) (.20x.45) (.20x.45) (.20x.45) (.20x.45) (.20x.45) (.20x.45) (.25x.45) (.25x.45) (.20x.45) (.35x.20) (.30x.20) (.30x.20) (.15x.20) VIGA V10 VIGA V11 VIGA V11 VIGA V15 LADRILLO LADRILLO LADRILLO B B B B B B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3/8" d3/8" d3/8" d3/8" VIGA V8 LADRILLO LADRILLO B B VIGA V8 (.15x.20) VIGA V10 (.30x.20) (.30x.20) (.30x.20) VIGA V14 C C 5 d1/2" (.20x.45) d3/8" d3/8" 24 25 (.15x.20) V10 (.15x.20) V10 DOBLE MALLA LOSA H=.20 d3/8"@.25 DOBLE MALLA LOSA H=.20 d3/8"@.25 d3/8" d3/8" d3/8" d3/8" d3/8" 21 22 23 5 5 5 5 5 5 5 5 5 5 d1/2" d1/2" d1/2" d1/2" 5 d3/8" 15 14 (.15x.20) V10 (.15x.20) V10 d3/8" 16 d3/8" 18 5 d3/8" 5 19 B B 5 5 5 5 5 d1/2" d1/2" d1/2" 5 d1/2" B B B B B B B B B B A A 1 4 2 3 5 6 7 8 5 d3/8" 5 d3/8" 9 10 12 11 13 (.20x.45) (.30x.20) (.15x.20) V10 (.15x.20) V10 (.15x.20) V10 (.15x.20) V10 (.25x.45) (.25x.45) VIGA V13 5 d3/8" 5 5 d3/8" 5 5 d3/8" 5 5 d3/8" 5 5 d3/8" 5 5 5 d3/8" d3/8" 5 5 5 5 5 5 5 5 5 5 d1/2" d1/2" d1/2" d3/8" d3/8" d1/2" 5 5 5 5 5 5 5 5 5 d3/8" d1/2" d3/8" d3/8" d1/2" d3/8" 5 d3/8" NFP.+32.34 5 NFP.+32.34 20 d3/8" D D D D (.20x.45) (.20x.45) VIGA V26 (.20x.45) VIGA V26 VIGA V26 3' D ENCOFRADO TECHO CTO. MAQUINAS (S/C=100Kg/m2) LOSA H=.20 DOBLE MALLA d3/8"@.20 NFP.+36.17 (.20x.45) (.20x.45) VIGA V26 (.20x.45) VIGA V26 VIGA V26 T1 3' D LOSA H=.20 DOBLE MALLA d3/8"@.20 N.F.P. +33.87 ENCOFRADO PISO CTO. MAQUINAS (NFP.+33.87) NFP.+36.17 NFP.+33.87 d3/8"@.20 CORTE T1-T1 5 5 d3/8"@.20 5 5 2.10 5 5 5 (TIP.) VIGA B.2-3 VIGA C.2-3 VIGA 2.D-A VIGA 3.D-A VIGA V28 VIGA V25 D D D D DOBLE MALLA LOSA H=.15 d3/8"@.25 NFP.+32.34 VIGA V27 VIGA V26 VIGA V28 VIGA B.4-5 VIGA C.4-5 VIGA V27 VIGA V27 VIGA 4.D-A VIGA V28 VIGA 5.D-A VIGA V27 V26 A A E E JUNTA (7cm.) VIGA I.C.2-4 (.25x.55) COLUMNA EN COLUMNA C-4 DETALLE BRAQUETE 2d5/8" NEOPRENE, DUREZA .40. e=1"x50x200 .20 .10 .10 .10 .20 d3/8"@.10 .05 .05 1" .20 .10 1d5/8" .30 .25 5 5 Vigueta pretensada f'c=350 Kg/cm2 Losa de 5 cm. f'c=210 Kg/cm2 5 Temperatura Acero de 5 .15 Ancho de Viga Altura de losa 5 a 15 cm Cables vistos Vigueta Firth Acero Negativo EN VIGA CHATA DETALLE DE APOYO DE VIGUETA DETALLE ALIGERADO 5 (1/4"@.25) SENALADOS, AUMENTAR LA LONGITUD DE EMPALME EN UN 70%, O CONSULTAR B- EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS POR LOS PORCENTAJES C- PARA ALIGERADOS Y LOSAS EL ACERO INFERIOR SE EMPALMARA SOBRE LOS APOYOS REFUERZO INFERIOR A- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN UNA MISMA SECCION SIENDO LA LONGITUD DE EMPALME 25 CM. PARA FIERROS DE 1/2" Y 3/8" VIGAS, LOSAS Y ALIGERADOS EMPALMES TRASLAPADOS PARA VALORES DE M AL PROYECTISTA NOTAS: d H. CUALQUIERA .50 .40 .60 1.15 5/8" 1/2" 3/4" 1" 3/8" .40 H >= .30 REFUERZO SUPERIOR H < .30 .45 .40 .50 .90 .40 .60 .45 .70 1.25 .45 LA DIFERENCIA ENTRE "a" Y LA LONGITUD DESARROLLADA SE COLOCARA EN "b". SIEMPRE QUE ESTA DIFERENCIA ANCLAJE TIPICO DE VIGAS SEA MAYOR QUE "b". L/4 M L/4 L/3 L/3 M L/4 L/3 L/4 r MINIMO NOTA: EN CASO DE NO PODER DESARROLLAR LA LONGITUD "a", 1" 5/8" 3/4" 1/2" VIGA COLUMNA 31 cm 23 cm 20 cm 15 cm b 56 cm 42 cm 35 cm 28 cm d a RADIO MINIMO DE DOBLEZ a 23 cm 31 cm 15 cm 20 cm 1/2" 5/8" 3/4" 1" b REMATE DE COLUMNAS INDICADO .30 Rto. S/COL. 1@.05 @.10 .30 d ALIGERADO CORTE A-A VIGUETA FIRTH 1d3/8" 5 5 Bovedilla 2d3/8" 1/4"d:@.25 CORTE B-B Concreto Vigueta Pretensada 0.10 h Losa CORTE E - E 2d3/8" 1/4"d:1@.05,RTO.@.25 .10 .20 Temperatura Malla de ZONA DE CONFINAMIENTO LOS EMPALMES FUERA DE LA PARTES TRTANDO DE HACER EMPALMAR EN DIFERENTES EMPALMES TRASLAPADOS PARA COLUMNAS L h 2 h/3 REFUERZOS BAJOS CONSIDERANDO ZONA DE LONGITUD DE EMPALME (L) .50 .70 1.00 5/8"d 3/4"d 1"d h/6 NFP= INDICADA h/6 NFP= INDICADA L 5/8"d 3/4"d CONSIDERANDO ZONA DE LONGITUD DE EMPALME (L) REFUERZOS ALTOS, PERO QUE SE EMPALMAN MENOS DEL 50% DE LAS VARILLAS 1"d .50 .70 1.30 .40 1/2"d .40 1/2"d 5 VAR. 5 CORTE C-C 2d1/2" NFP. VARIABLE (RAMPA) 1d3/8" NFP.+1.50 d ALIGERADO VER d EN PLANTA LADRILLO 5 5 CORTE D-D 2d1/2" VER d EN PLANTA 5 Acero negativo VIGA V26 T1 T1 T1 VERDE-120 0.3 161 0.25 RESTO 0.1 31 0.5 MAGENTA 0.5 101 0.18 30 0.25 AZUL 0.6 CYAN 0.30 GROSOR DE LAS LINEAS ROJO 0.15 BLANCO 0.20 AMARILLO 0.15 PUNTAS COLORES DIMENSIONES DE LA LAMINA: A0 Serie V100 V100 V102 V102 VIGUETAS ENCOFRADO AZOTEA V102 V102 - LA VIGUETA V100 ES AUTOPORTANTE HASTA 1.50 M. Y NO PUEDE SER PICADA EN LA - LAS VIGUETAS V101, V102 Y V104 SON AUTOPORTANTES HASTA 2.50 m. O APUNTALADAS EN CONJUNTO CADA 2.0 m., ESTAS VIGUETAS PUEDEN SER PICADAS HASTA 5 cm. EN LA PARTE SUPERIOR. PARTE SUPERIOR. 8 7 10 11 9 NOTAS: Paño 2 3 4 1 6 5 3 10 10 3 5 Cant./paño 3 5 3 10 Long. 5.85 0.85 5.85 10 5.50 10 0.85 V100 0.85 0.85 5.50 5.70 0.85 0.85 14 13 16 17 15 12 9 11 5 3 2.85 V100 V102 V100 V102 V100 2.85 5.50 1.00 6.00 1.30 V102 V102 V100 V100 V100 18 5 V102 5.70 6 6 19 8 0.70 22 21 24 25 23 20 3 3 6 2 5.70 V100 V100 V102 V100 V100 2.70 2.70 6.00 2.65 3.10 V100 V102 9 3 GANCHOS ESTANDAR 420 PARA d1/2" PARA d3/8" v104 25 cm 25 cm fc (kg/cm2) ESPECIFICACIONES DE VIGUETAS 350 350 350 elementos distanciadores) SOBRE CADA VIGUETA las bovedillas como 50 cm ( Se colocan ESPECIFICACIONES VIGUETAS PRETENSADAS ACERO NEGATIVO DIST/VIGUETAS v102 v101 v100 SERIE - VERIFICAR LONGITUD Y CANTIDAD DE VIGUETAS EN OBRA. 9.055 VC-1 5 1 1 5 VIGA VM-1 VIGA VM-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VIGA VM-2 VIGA VM-2 JUNTA .70 2 2 PISO LOSA 100mm. DE ESPESOR 1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VM-5 VM-5 VM-3 VM-3 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VM-2 VM-2 VM-2 VM-2 VC-1 VM-2 VM-4 VM-4 A A B B 1.425 3.175 5 1.975 1.380 9.055 JUNTA .70 LOSA 100mm. DE ESPESOR CORPALOSA CALIBRE 22 ESPESOR 0.75mm (S/C=400Kg/m2) PLANTA PUENTE METALICO PRIMER PISO PLANTA PUENTE METALICO PISO TIPICO 5 5 3/16 VIGA VC-1 <> (2 1/2") <> (10") VIGA VM-2 1/4" 5 5 5 5 5 <> (VM-4) 5 5 VIGA METALICA VM-4 5 5 5 5 5 5 VC-1 ESPESOR 0.75mm CORPALOSA CALIBRE 22 CORTE A-A VM-4 LOSA 100mm. DE ESPESOR VM-5 VM-3 5 5 5 VC-1 (TIP.) CORTE B-B 5 5 3355 9055 VM-4 VM-3 VC-1 VC-1 5 5 5 BARANDA DE SEGURIDAD STD. 1 1/2"d SCHD. 40 FN/SC (TIPICO) ELEVACION 2-2 VM-1 VM-2 5 5 5 VC-1 VC-1 5 5 900 5 BARANDA DE SEGURIDAD STD. 1 1/2"d SCHD. 40 FN/SC (TIPICO) 5 5 3380 9055 VM-2 VM-3 VC-1 5 5 5 BARANDA DE SEGURIDAD STD. 1 1/2"d SCHD. 40 FN/SC (TIPICO) ELEVACION 1-1 .70(JUNTA) VC-1 5 <> (LOSA) VM-1 ESPESOR 0.75mm CORPALOSA CALIBRE 22 LOSA 100mm. DE ESPESOR 2.000 1.380 3.100 VER DETALLE APOYO FIJO VER DETALLE APOYO MOVIL CORPALOSA CALIBRE 22 ESPESOR 0.75mm. (S/C=400Kg/m2) 5 VER DETALLE APOYO FIJO PISO LOSA 100mm. DE ESPESOR CORPALOSA CALIBRE 22 ESPESOR 0.75mm. (S/C=400Kg/m2) 5 5 VER DETALLE APOYO FIJO VER DETALLE APOYO MOVIL 3.100 5 5 3.100 6.300 VER DETALLE APOYO FIJO 5 5 5 VIGA METALICA VM-5 5 2 1"x1"x3/16" 2 3"x3"x3/16" (Sup./Inf) 180 CONECTOR BRIDA SUP. 1"x1"x1/8" 3"x3"x3/16" 2 3"x3"x3/16" 2 2"x2"x1/4" 2 (CADA EXTREMO) 5 5 5 980 5 5 5 9055 (VM-3) 5 5 VIGA METALICA VM-3 3"x3"x3/16" 2 3"x3"x3/16" 2 2"x2"x1/4" 2 (CADA EXTREMO) 2 1 1/2"x1 1/2"x3/16" CONECTOR BRIDA SUP./INF. 1"x1"x3/16" 5 5 5 5 5 DETALLE TIPICO COBERTURA EN PUENTE ULTIMO PISO STD. 1 1/4"d SCHD. 40 FN/SC (TIPICO) 5 5 5 5 5 5 5 5 5 5 5/16" 5 5 DETALLE DE VIGA METALICA 3"x3"x3/16" 2 3"x3"x3/16" 2 3/16"x70x200 P L 2L2"x2"x1/4" 2L1 1/2"x1 1/2"x3/16" (AMBOS LADOS TIP.) 5/16"x300x400 P L 4 ANCLAJES DE 5/8"dx 150 DE PROF. SOLDADOS A PLANCHA (AMBOS LADOS) 1/4"x100x550 P L 1/4" 3/16" 5 5 (AMBOS LADOS) 3/16"x115x250 P L (TIP.) 3"x3"x3/16" 2 5 5 5 VIGA VC-1 DETALLE FIJACION DE VC-1 3/16" (TIP.) 5 5 5 980 5 5 5 9055 (VM-1) 5 5 VIGA METALICA VM-1 3"x3"x3/16" 2 3"x3"x3/16" 2 2"x2"x1/4" 2 (CADA EXTREMO) 2 1 1/2"x1 1/2"x3/16" CONECTOR BRIDA SUP./INF. 1"x1"x3/16" 5 .20/<> 5 5 5 d5/8" d5/8" d1/2"@.10 DETALLE BRAQUETE (APOYO PUENTE METALICO) VM-2 2 1 1/2"x1 1/2"x3/16" 1/4"x100x550 P L (AMBOS LADOS) 4 ANCLAJES DE 5/8"dx 150 DE PROF. SOLDADOS A PLANCHA 5 5 5/16" 5 5 5 VIGA METALICA 1/4" 5/16"x300x400 P L APOYO DE CONCRETO DETALLE ANCLAJE LADO FIJO DE VIGA METALICA 1/4"x100x550 P L (AMBOS LADOS) 5 5 5 5 VIGA METALICA 1/4" 1/4"x220x400 P L DETALLE ANCLAJE LADO MOVIL DE VIGA METALICA 1/4" APOYO DE CONCRETO 5 NEOPRENE, DUREZA=40 1"x300x400 2 3 4 5 1 6 A B C D ESC.:1/50 CIMENTACION 3' (.30x.70) MURO M2 B-3 RAMPA EN RELLENO 5 5 5 5 5 5 5 5 5 5 5 5 VIGA CV4 5 5 5 B-2 Z1 (.30x.70) VIGA CV3 B-1 Z1 5 MURO M2 MURO M1 5 5 5 5 5 5 5 8d5/8" 5d5/8" 5 5 P2 5d5/8" 12d5/8" Z2 C-2 C-3 Z2 INICIO DE RAMPA 5 (.30x.70) VIGA CV1 PLACA PL-3 d1/2"@.25 d1/2"@.25 12d5/8" 14d5/8" P1 5 5 5d1/2" 4d1/2" PLACA PL-1 6d5/8" (SUP/INF) H.=.80 NFZ.=-5.60 13d3/4" 15d3/4" H.=.80 NFZ.=-5.60 5 N.F.P.-4.50 H.=.80 NFZ.=-5.60 H.=.60 NFZ.=-5.40 H.=.80 NFZ.=-5.60 (.30x.70) VIGA CV2 P5 5 5 5 5 6d5/8" (SUP/INF) 5 H.=.80 NFZ.=-5.40 5 5 5 5 5 (.30x.70) (.30x.70) 5 5 VIGA CV5 Z1 Z2 PLACA PL-2 VIGA CV3 B-4 B-5 13d3/4" 15d3/4" H.=.80 NFZ.=-5.60 B-6 (.25x.50) VIGA CV6 Z4 H.=.60 NFZ.=-5.40 H.=.80 NFZ.=-5.60 15d5/8" 5d5/8" d1/2"@.25 6d5/8" (SUP/INF) H.=.80 NFZ.=-5.60 N.F.P.-4.50 Z1 Z2 5 5 A-3' 5 MURO M1 H.=.60 NFZ.=-5.40 6d1/2" (.25x.50) 5 5 B-3' Z3 7d5/8" 7d5/8" VIGA CV7 C-3' Z3 H.=.60 NFZ.=-9.50 5 5 12d5/8" 14d5/8" H.=.80 NFZ.=-5.60 C-4 C-6 5 (.25x.50) 5 5 H.=.60 NFZ.=-5.40 Z4 MURO M1 VIGA CV6 C-5 5 MURO M1 5 5 H.=.80 NFZ.=-5.60 5 5 VIGA CV1 (.30x.70) d1/2"@.20 H.=.60 NFZ.=-7.90 d5/8"@.20(SUP.) d5/8"@.20(SUP.) 5 6d5/8" (SUP/INF) PLACA PL-4 H.=.80 NFZ.=-5.60 15d5/8" 5d5/8" d1/2"@.25 8d1/2" 4d1/2" VIGA CV1 (.30x.70) d1/2"@.20 ESC. 1 NACE 1 1 5 5 5 P5 P5 P5 NFFZ.=-8.50 H.=.80 NFZ.=-5.60 NFFZ.=-8.50 4d1/2" H.=.60 NFZ.=-5.40 NFFZ.=-7.90 5 5 5 LOSA H.=.15 MALLA d3/8"@.25 (SUP.) 2 2 NFP.-8.90 2 2 2 2 5 3 3 5 5 4 4 5 5 H.=.60 NFZ.=-8.40 d1/2"@.25 6d5/8"(SUP/INF) LOSA H.=.20 DOBLE MALLA d3/8"@.20 NFP.-9.30 6 6 NFFZ.=-8.50 LOSA H.=.15 MALLA d3/8"@.25 (SUP.) NFP.=-7.30 H.=.60 NFZ.=-7.90 NFFZ.=-9.30 C 3' LOSA H.=.20 DOBLE MALLA 2 2 NFP.-4.50 2 2 2 2 3 3 5 5 4 5 5 d3/8"@.20 4 ENCOFRADO CISTERNA (S/C=250Kg/m2) (.20x.60) VIGA V2 h acumulado DIRECCIONES PRINCIPALES DE LA ESTRUCTURA ENTREPISOS Y TOTALES PARA LAS DOS DESPLAZAMIENTOS MAXIMOS RELATIVOS DE 4 6 5 8 7 16.92 14.35 11.78 22.06 19.49 Piso 3 2 1 (m) 4.07 (m) 2.57 h entrepisos 9.21 6.64 TORRE A 1.37 1.37 1.82 1.83 1.36 (cm) TOTAL (cm) 0.12 ENTREPISOS 0.18 (cm) ENTREPISOS 0.64 0.92 1.18 (cm) TOTAL DIRECCION Y DIRECCION X 10 9 12 11 27.20 24.63 32.34 29.77 0.24 0.24 0.18 1.36 1.37 1.36 0.92 2.57 2.57 2.57 2.57 2.57 2.57 2.57 2.57 2.57 2.57 2.57 0.18 0.18 0.24 0.24 0.24 0.24 0.24 0.12 0.30 2.10 2.52 2.28 0.48 0.66 1.86 1.62 1.38 1.14 0.90 7.30 5.93 4.56 10.49 8.66 0.64 2.74 1.82 13.22 11.86 15.50 14.14 h acumulado DIRECCIONES PRINCIPALES DE LA ESTRUCTURA ENTREPISOS Y TOTALES PARA LAS DOS DESPLAZAMIENTOS MAXIMOS RELATIVOS DE 4 6 5 8 7 16.92 14.35 11.78 22.06 19.49 Piso 3 2 1 (m) 4.07 (m) 2.57 h entrepisos 9.21 6.64 TORRE B 1.37 1.37 1.36 1.37 1.82 (cm) TOTAL (cm) 0.30 ENTREPISOS 0.36 (cm) ENTREPISOS 0.50 1.37 0.87 (cm) TOTAL DIRECCION Y DIRECCION X 10 9 12 11 27.20 24.63 32.34 29.77 1.20 1.20 0.60 1.37 1.37 1.37 0.91 2.57 2.57 2.57 2.57 2.57 2.57 2.57 2.57 2.57 2.57 2.57 0.60 0.54 0.60 0.60 0.60 1.20 0.60 0.30 0.66 6.60 8.40 7.20 1.26 1.80 5.40 4.80 4.20 3.60 2.40 6.84 5.47 4.10 10.03 8.66 0.50 2.74 1.37 12.77 11.40 15.05 13.68 5 5 5 VER PLACAS DETALLE NACIMIENTO d PLACA (e=.15) EN VIGA PLACA e=.15 VIGA COLUMNA 5 5 5 5 MURO M-1 3d3/8" 5 NFP.-4.50 d3/8"@.20 d3/8"@.20 NFP.-1.45 5 d3/8"@.20 d3/8"@.20 5 5 NFP.+1.35 5 5 5 5 VAR. MAX. <> 5 2d3/8" d3/8"@.30 d3/8"@.25 MURO M-2 ESPECIFICADO RESUMEN DE LAS CONDICIONES DE CIMENTACION CON PIEDRAS ENTRE 6 A 8" . GRAVA MAL GRADUADA, EDIFICACION Y SER REEMPLAZADOS POR MATERIALES ADECUADOS DEBERAN SER REMOVIDOS EN SU TOTALIDAD, ANTES DE CONSTRUIR LA DESMONTE O RELLENO SANITARIO Y QUE ESTOS MATERIALES INADECUADOS ZAPATAS : 2.50m. MEDIDO A PARTIR DEL PISO TERMINADO DEL SOTANO NO DEBE CIMENTARSE SOBRE TURBA, SUELO ORGANICO, TIERRA VEGETAL, 6.53 Kg/cm2 FACTOR DE SEGURIDAD: RECOMENDACIONES ADICIONALES: AGRESIVIDAD DEL SUELO A LA CIMENTACION: ASENTAMIENTO DIFERENCIAL: MAYOR A 3 NO DETECTADA 0.50 cm. TIPO DE CIMENTACION: ESTRATO DE APOYO DE LA CIMENTACION: PROFUNDIDAD DE CIMENTACION: PARAMETROS DE DISEÑO DE LA CIMENTACION: 210 4200 PARAMETROS DE FUERZA SISMICA Cx = Cy = 2.5 Z = 210 U = 4200 S = R = PRESION ADMISIBLE: ZAPATAS AISLADAS Y CIMIENTOS CORRIDOS Ts= 0.4 s = 1700 gr/cm3 \fSymbol|b0|i0|c2|p18;g E03 ENCOFRADO SOTANO 2 Y SOTANO 1 COLUMNAS Y PLACA PL-3 VIGAS 2 VIGAS 1 ENCOFRADO AZOTEA-CORTES-DETALLES ENCOFRADO PISO1 Y PISO TIPICO E08 E09 E05 E04 E07 E06 VIGAS DE CIMEN.-CORTES-ESCALERAS CIMENTACION-CISTERNA-DETALLES PLACAS PL-1-PL-2 Y PL-4 E02 E01 PLANO DESCRIPCION INDICE DE PLANOS DETALLE DE DOBLADO DE ESTRIBOS EN PLACAS, COLUMNAS Y VIGAS 3 cm 2 cm 45° 45° 3/8" 1/4" ESPECIFICADO r a O COLUMNAS d DE PLACAS, VIGAS r d 13 cm 8 cm a DETALLE DE GANCHO 4 cm 4 cm (PLANTA) ESTRIBO 6 cm 6 cm N.N.T. DETALLE DE ZAPATA .08 .30 .08 .30 VER PLANTA 1@.05 .30 @.10 N.F.P.(INDICADO) Rto. S/COL SARDINEL .30 .075 N.F.P. .20 .25 N.JARDIN .15 AL ESTRIBO HORIZONTAL) ALAMBRE #16 (ESPACIAMIENTO IGUAL ATORTOLAR AL d VERTICAL EL 3/8"d CON C RAMPA EN RELLENO TERRENO BIEN COMPACTADO .10 MALLA 3/8"d@.25 y = c = ESPECIFICACIONES RECUBRIMIENTOS MUROS DE LADRILLO ESPECIFICACIONES PARA ESPESOR DE LAS JUNTAS MEZCLA DE MORTERO: TIPO DE LADRILLO: MACIZO TIPO f' = kg/cm2 f' = kg/cm2 COLUMNAS (LADO < 25 cm.) COLUMNAS (LADO > 25 cm.) VIGAS PERALTADAS Y MUROS LOSAS Y ESCALERAS ALIGERADOS Y VIGAS CHATAS NOTA: SE RECOMIENDA EL USO DE UN SELLADOR EN EL CONCRETO DE ELEMENTOS ESTRUCTURALES PARA IMPEDIR LA OXIDACION DE LA ARMADURA NOTA: PARA EL TRAZO DE CIMENTACION VER PLANOS DE ARQUITECTURA b m t = = f' f W s/c ZAPATAS 135 55 1:1:5 1.2 IV cm. kg/cm2 kg/cm2 4200 210 4.0 INDICADAS kg/cm2 2 2 4 cm 2 cm 4 8 cm cm cm cm Y PLANTA REFERENCIAL X CONCRETO CICLOPEO 1:10 30% PIEDRA GRANDE MAX. 6" CIMIENTO CORRIDO N.F.C. +/-0.60 +/-0.60 +/-0.60 +/-0.60 DETALLE DE CIMIENTO ESCALONADO +/-0.60 +/-0.60 NOTA: LAS VIGAS MAYORES DE 5.00 MTS. LLEVARAN UNA CONTRAFLECHA DE L/500. A CONCRETO CICLOPEO 1:10 25% DE PIEDRA MEDIANA CONCRETO CICLOPEO 1:8 CIMIENTO CORRIDO (VER PLANTA) MIN. .70 INTERIOR VER PLANTA .30 MAX. 6" 30% PIEDRA GRANDE CIMIENTO MAX. 3" SOBRECIMIENTO VAR. .10 .15 o .25 N.F.P. N.N.T. PERIMETRICO VER PLANTA (VER PLANTA) MIN. .70 .30 .15 o .25 VAR .10 N.F.P. VIGAS 3 E10 CALZADURA-DETALLES E00 B NNFZ.=-6.90 NFFZ.=-6.90 NFFZ.=-7.50 NFFZ.=-6.90 NFFZ.=-6.90 NFFZ.=-6.90 NFFZ.=-6.90 NFFZ.=-6.90 NFFZ.=-6.90 NFFZ.=-6.90 NFFZ.=-6.90 NFFZ.=-6.90 NFFZ.=-6.90 NFFZ.=-6.90 VERDE-120 0.3 161 0.25 RESTO 0.1 31 0.5 MAGENTA 0.5 101 0.18 30 0.25 AZUL 0.6 CYAN 0.30 GROSOR DE LAS LINEAS ROJO 0.15 BLANCO 0.20 AMARILLO 0.15 PUNTAS COLORES DIMENSIONES DE LA LAMINA: A0 5 16d3/4" 5 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, 2 (SOTANO 2-PISO1) 5 10d3/4" 5 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 (PISO 2-PISO 6) 5 8d3/4" 5 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 (RESTO PISOS) COLUMNA C-4 5 16d3/4" 5 COLUMNA B-4 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, 2 (SOTANO 2-PISO1) 5 10d3/4"+4d1/2" 5 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 (PISO 2-PISO 6) 5 8d3/4"+4d1/2" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 (RESTO PISOS) 5 5 4d1/2" d3/8"@.20 5 5 5 4d1/2" d3/8"@.20 5 8d3/4" 5 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, COLUMNA B-6 COLUMNA C-6 5 8d3/4" 5 4@.15,Rto.@.20 2 3/8"d:1@.05,6@.10, COLUMNA A-3' COLUMNA B-3' COLUMNA C-3' 5 4d5/8" 5 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, COLUMNA B-1 5 6d5/8" 5 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, COLUMNA P1 5 14d3/4" 5 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, COLUMNA P2 3 (SOTANO 2) 5 8d3/4" 5 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 (SOTANO 1-PISO 4) 5 8d5/8" 5 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 (RESTO PISOS) 16d3/4" 5 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, 2 (SOTANO 2-PISO1) 5 5 16d3/4" 5 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 (PISO 2-PISO 4) 5 12d3/4" 5 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 (PISO 5-PISO 6) 5 8d3/4" 5 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 (RESTO PISOS) COLUMNA B-3 COLUMNA C-3 5 16d3/4" 5 COLUMNA B-2 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, 2 (SOTANOS) 5 10d3/4"+6d1/2" 5 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 (PISO 2-PISO 4) 5 5 d3/8"@.20 5 12d3/4" 5 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 (PISO 1) 6d1/2" .40 8d3/4"+6d1/2" .40 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 (RESTO PISOS) 5 5 d3/8"@.20 6d1/2" COLUMNA C-2 5 4d1/2" 5 4@.15,Rto.@.20 1/4"d:1@.05,6@.10, COLUMNA P3 5 6d1/2" 5 4@.15,Rto.@.20 + 1/4"d:1@.05,6@.10, COLUMNA P4 5 5 5 5 5 5 5 5 d1/2"@.20 d3/8"@.20 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 6d5/8" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, (SOTANOS) 5 5 5 5 5 5 5 5 d1/2"@.20 d3/8"@.20 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 6d5/8" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, (PISO 1) 5 5 5 5 5 5 5 5 d1/2"@.20 d3/8"@.20 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 6d5/8" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, (PISOS 2-4) 5 5 5 5 d1/2" d3/8"@.20 5 5 5 5 5 5 5 5 d3/8"@.20 d3/8"@.20 8d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 8d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 6d5/8" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, (PISOS 5-7) 5 5 5 5 d1/2" d3/8"@.20 5 5 5 5 5 5 5 5 d3/8"@.25 d3/8"@.20 8d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 8d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 6d5/8" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, (RESTO PISOS) 5 5 5 5 d1/2" d3/8"@.20 PLACA PL-1 5 5 5 5 5 5 d1/2"@.20 d3/8"@.20 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, (SOTANO 2) 5 5 5 5 5 5 5 5 5 5 5 5 .95 5 5 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, d1/2"@.20 d3/8"@.20 d3/8"@.20 d1/2"@.20 d3/8"@.20 d1/2"@.20 d3/8"@.20 d3/8"@.20 5 5 5 5 5 5 d1/2"@.20 d3/8"@.20 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, (SOTANO 1) 5 5 5 5 5 5 5 5 5 5 5 .95 5 5 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, d1/2"@.20 d3/8"@.20 d3/8"@.20 d1/2"@.20 d3/8"@.20 d1/2"@.20 d3/8"@.20 d3/8"@.20 5 5 5 5 d1/2"@.20 d3/8"@.20 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, (PISOS 2-4) 5 5 <> 5 <> 5 5 5 5 5 5 5 .95 .20 5 5 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, d1/2"@.20 d3/8"@.20 d3/8"@.20 d1/2"@.20 d3/8"@.20 d1/2"@.20 d3/8"@.20 d3/8"@.20 5 5 d3/8"@.20 d1/2"@.20 5 5 5 5 d3/8"@.20 d3/8"@.20 8d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 8d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 4d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, (PISOS 5-7) 5 5 5 5 5 5 5 5 5 5 5 5 .95 .20 5 5 4d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 5 5 d3/8"@.20 d1/2"@.20 5 5 5 5 d3/8"@.25 d3/8"@.20 8d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 8d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 4d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, (RESTO PISOS) 5 5 5 5 5 5 5 5 5 5 5 5 .95 .20 5 5 4d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, d3/8"@.25 d3/8"@.20 d3/8"@.20 d3/8"@.25 d3/8"@.20 d3/8"@.25 d3/8"@.20 d3/8"@.20 5 5 d3/8"@.20 d1/2"@.20 PLACA PL-3 5 5 5 5 5 5 5 5 5 5 5 (SOTANOS) 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 d1/2"@.20 d3/8"@.20 d1/2"@.20 d3/8"@.20 6d3/4" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, 6d3/4" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, d3/8"@.20 d1/2"@.20 5 5 5 5 5 5 5 5 5 5 5 (PISOS 1-4) 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 d1/2"@.20 d3/8"@.20 6d3/4" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, 6d3/4" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, d3/8"@.20 d1/2"@.20 d1/2"@.20 d3/8"@.20 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 5 5 5 5 5 5 5 5 5 (PISOS 5-7) 8d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 d3/8"@.20 d3/8"@.20 6d5/8" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, 6d5/8" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 8d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 5 5 5 5 5 5 5 5 5 5 5 (RESTO PISOS) 8d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 d3/8"@.25 d3/8"@.20 6d5/8" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, 6d5/8" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, d3/8"@.20 d3/8"@.25 d3/8"@.25 d3/8"@.20 8d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 PLACA PL-4 5 5 5 5.55 5 5 5 5 5 5 (SOTANOS) 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 d1/2"@.20 d3/8"@.20 d1/2"@.20 d3/8"@.20 6d3/4" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, d3/8"@.20 d1/2"@.20 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 6d3/4" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, 5 5 5 5.60 5 5 5 5 5 5 5 (PISOS 1-4) d1/2"@.20 d3/8"@.20 6d3/4" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, d3/8"@.20 d1/2"@.20 d1/2"@.20 d3/8"@.20 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 6d3/4" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, 5 5 5 5.60 5 5 5 5 5 5 5 (PISOS 5-7) d1/2"@.20 d3/8"@.20 6d5/8" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, d3/8"@.20 d1/2"@.20 d1/2"@.20 d3/8"@.20 8d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 8d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 6d5/8" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, 5 5 5 5 5 5 5 5 5 5 5 (RESTO PISOS) 8d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 d3/8"@.25 d3/8"@.20 6d5/8" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, d3/8"@.20 d3/8"@.25 d3/8"@.25 d3/8"@.20 PLACA PL-2 8d5/8" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 6d5/8" 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, 5 16d3/4" 5 COLUMNA B-5 4@.15,Rto.@.20 + 3/8"d:1@.05,6@.10, 2 (SOTANO 2-PISO1) 5 10d3/4" 5 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 (PISO 2-PISO 6) 5 8d3/4" 5 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 (RESTO PISOS) COLUMNA C-5 5 4d3/8" 5 4@.15,Rto.@.20 1/4"d:1@.05,6@.10, COLUMNA P5 VERDE-120 0.3 161 0.25 RESTO 0.1 31 0.5 MAGENTA 0.5 101 0.18 30 0.25 AZUL 0.6 CYAN 0.30 GROSOR DE LAS LINEAS ROJO 0.15 BLANCO 0.20 AMARILLO 0.15 PUNTAS COLORES DIMENSIONES DE LA LAMINA: A0 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d1/2"@.20 d3/8"@.20 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 8d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 2 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, (PISO 1) 5 5 <> 5 <> 5 5 5 5 5 5 5 .95 .20 5 5 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, 4d3/4" 4@.15,Rto.@.20 3/8"d:1@.05,6@.10, d1/2"@.20 d3/8"@.20 d3/8"@.20 d1/2"@.20 d3/8"@.20 d1/2"@.20 d3/8"@.20 d3/8"@.20 5 5 VERDE-120 0.3 161 0.25 RESTO 0.1 31 0.5 MAGENTA 0.5 101 0.18 30 0.25 AZUL 0.6 CYAN 0.30 GROSOR DE LAS LINEAS ROJO 0.15 BLANCO 0.20 AMARILLO 0.15 PUNTAS COLORES DIMENSIONES DE LA LAMINA: A0 1/4"d:1@.05,4@.10, .20 VIGA V1 (.25x.20) 5 2@.15,Rto.@.20 4d1/2" VIGA V2 (.20x.60) 5 4d5/8" 3/8"d:1@.05,4@.10, Rto.@.15 5 5 5 5 5 5 5 1/4"d:1@.05,4@.10,4@.15,R.@.20 VIGA V3 (.30x.20) 2d5/8" 2d5/8" 2d1/2" .20 5 3/8"d:1@.05,4@.10, .20 VIGA V4 (.30x.20) 5 2@.15,Rto.@.20 6d1/2" VIGA V5 (.20x.60) 5 4d3/4" 3/8"d:1@.05,4@.10, 4@.15,Rto.@.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA I.3.D-A (.25x.55) 2d5/8" 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 1d5/8" 2d5/8" 1d5/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA 3.D-A (.25x.45) 2d5/8" (ENCO 2-6) 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 1d5/8" 2d5/8" 1d5/8" 5 5 5 5 1d5/8" (RESTO PISOS) (ENCO 2-6) (RESTO PISOS) 5.25 (ENCO 2-6) (RESTO PISOS) .40 (ENCO 2-6) (RESTO PISOS) 5.00 (ENCO 2-6) (RESTO PISOS) .40 (ENCO 2-6) (RESTO PISOS) 5.35 5 2d5/8" (ENCO 2-6) 1d5/8" (RESTO PISOS) 2d3/4" 2d3/4" 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA I.2.D-A (.25x.55)(.50x.20)(.25x.55) 2d5/8" 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 1d5/8" 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 5 5 5 5 3d5/8" 1d5/8" 3d5/8" 1d5/8" 5 5 .20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA 2.D-A (.25x.45)(.50x.20/.40x.20)(.25x.45) 2d3/4" 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d3/4" 2d5/8" 1d5/8" 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 5 5 5 5 3d5/8" 1d5/8" 3d5/8" 1d5/8" 5 5 .20 5 5 5 5 5 5 5 1d5/8" 5 2d5/8" (ENCO 2-6) 1d5/8" (RESTO PISOS) 2d5/8" 5 2d5/8" (ENCO 2-6) 1d5/8" (RESTO PISOS) (ENCO 2-6) (RESTO PISOS) .40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA S1.2.D-B (.25x.60)(.25x.90)(.25x.60) 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d5/8" 2d5/8" 1d5/8" 2d5/8" 1d5/8" 1d5/8" 2d5/8" 2d5/8" 2d5/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 VIGA S1.3.D-A (.25x.60) 2d5/8" 1d5/8" 1d5/8" 2d5/8" 2d5/8" 2d5/8" 1d5/8" 1d5/8" 1d5/8" 2d5/8" 2d5/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA S1.4.D-A (.25x1.50)(.25x.60) 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d1/2" 2d1/2" 2d1/2" 3d5/8" 3d5/8" 2d5/8" 2d5/8" 2d5/8" 1d5/8" 2d5/8" 2d5/8" 2d5/8" 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 VIGA I.C.2-4 (.25x.55) 2d3/4" 2d5/8" 2d5/8" 2d5/8" 2d3/4" 2d5/8" 2d5/8" 5 5 5 5 5 5 5 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 VIGA B.2-3 (.25x.45) VIGA C.2-3 (.25x.45) 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 5 5 5 (ENCO 2-6) (RESTO PISOS) .40 (ENCO 2-6) (RESTO PISOS) 6.05 (ENCO 2-6) (RESTO PISOS) .40 (ENCO 2-6) (RESTO PISOS) 6.05 5 2d5/8" 2d5/8" (ENCO 2-6) 1d5/8" (RESTO PISOS) 5 5 5 5 2d5/8" 1d5/8" (ENCO 2-6) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA I.4.D-A (.25x.55) 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 1d5/8" 1d5/8" 1d5/8" VIGA I.5.D-A (.25x.55) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA 4.D-A (.25x.45) 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d5/8" 2d5/8" 2d3/4" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 1d5/8" (ENCO2-6) 2d3/4" 1d5/8" 2d5/8" 1d5/8" 5 5 5 5 5 5 5 5 2d5/8" 2d3/4" 2d5/8" (ENCO2-6) 1d5/8" (RESTO PISOS) (ENCO 2-6) (RESTO PISOS) 5.10 (ENCO 2-6) (RESTO PISOS) .40 (ENCO 2-6) (RESTO PISOS) 5.85 (ENCO 2-6) .40 (ENCO 2-6) .30 (RESTO) (RESTO) 5 5 5 5 5 5 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 VIGA I.B.4-5 (.25x.55) VIGA I.C.4-5 (.25x.55) 2d3/4" 2d5/8" 2d5/8" 2d5/8" 2d3/4" 2d5/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA 5.D-A (.25x.45) 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d5/8" 2d5/8" 2d3/4" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 1d5/8" (ENCO2-6) 2d3/4" 1d5/8" 1d5/8" 1d5/8" 5 5 5 5 2d3/4" 2d3/4" 1d5/8" (ENCO2-6) (ENCO 2-6) (RESTO PISOS) 5.10 (ENCO 2-6) (RESTO PISOS) .40 (ENCO 2-6) (RESTO PISOS) 5.85 (ENCO 2-6) .40 (RESTO) (ENCO 2-6) 4.25 (RESTO) 5 5 5 5 1d5/8" (ENCO2-6) 1d5/8" (ENCO2-6) 5 5 5 5 5 5 5 5 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 VIGA B.4-5 (.25x.45) VIGA C.4-5 (.25x.45) 2d5/8" 2d5/8" 2d5/8" 2d3/4" 2d5/8" 5 5 5 5 5 (ENCO 2-6) (RESTO PISOS) .40 (ENCO 2-6) (RESTO PISOS) 5.65 (ENCO 2-6) (RESTO PISOS) .40 (ENCO 2-6) (RESTO PISOS) 1.55 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA S1.B.1-6 (.20x.60)(.20xVAR.)(.25x.60) 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d5/8" 2d5/8" 1d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 3d5/8" 3d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 1d5/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA S2.B.1-6 (.25x.60)(.20xVAR.)(.25x.60) 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d5/8" 1d5/8" 2d3/8" 2d3/8" 2d3/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" NFP.-0.05 2d5/8" NFP.-1.55 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 1d5/8" 1d5/8" 2d5/8" 2d5/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA S2.C.2-6 (.25x.60) VIGA S1.C.2-6 (.25x.60) 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d3/4" 2d5/8" 1d5/8" 2d5/8" 1d5/8" 2d5/8" 2d5/8" 1d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 1d5/8" 2d5/8" 2d5/8" EJE QUIEBRE EJE QUIEBRE 5 5 5 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 VIGA S2.2.B-A (.25x.60) 2d5/8" 1d5/8" 2d5/8" 1d5/8" 1d5/8" 5 5 5 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 VIGA V17 (.20x.60) 2d5/8" 2d5/8" 2d5/8" 5 5 5 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 VIGA V18 (.20x.60) 2d5/8" 2d5/8" 2d5/8" 5 5 5 5 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 VIGA S2.3.C-A (.25x.60) 2d5/8" 2d5/8" 1d5/8" 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d5/8" 2d5/8" 2d5/8" 1d5/8" 5 5 5 5 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 VIGA S2.3'.D-A (.25x.60) 2d5/8" 2d5/8" 1d5/8" 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 1d5/8" 2d5/8" 2d5/8" 1d1/2" 5 5 5 5 5 5 VIGA S1.3'.D-A (.25x.60) 3/8"d:1@.05,4@.10,4@.15,R.@.20 5 5 1d5/8" 2d5/8" 2d5/8" 5 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 VIGA S2.4.D-A (.25x.60) 2d5/8" 2d5/8" 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d5/8" 2d5/8" 1d1/2" 5 5 5 5 5 VIGA S2.5.D-A (.25x.60) 3/8"d:1@.05,4@.10,4@.15,R.@.20 5 5 1d5/8" 2d5/8" 2d5/8" 5 VIGA S1.5.D-A (.25x.60) 2d5/8" 2d5/8" VIGA V23 (.20x.60) 5 4d5/8" 3/8"d:1@.05,4@.10, 4@.15,Rto.@.20 5 5 VIGA V26 (.20x.55)/(.20x.45) 4d3/4" 3/8"d:1@.05,4@.10, Rto.@.15 5 <>/.45 VIGA V27 (.20x.55)(.20x.45) 4d5/8" 3/8"d:1@.05,4@.10, Rto.@.15 5 <>/.45 5 VIGA V28 (.20x.55)(.20x.45) 4d3/4" 3/8"d:1@.05,4@.10, 4@.15,Rto.@.20 5 <>/.45 5 5 5 5 5 5 5 5 VIGA V6 (.20x.60) 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d5/8" 2d5/8" 2d5/8" 1d1/2" 1d1/2" 5 5 5 5 NFP.+1.35 NFP.+1.05 5 5 5 5 5 5 VIGA V7 (.30x.20) 1/4"d:1@.05,4@.10,4@.15,R.@.20 2d1/2" 2d1/2" 2d1/2" 1d1/2" .20 5 5 5 5 5 5 5 1/4"d:1@.05,4@.10,4@.15,R.@.20 2d1/2" 2d1/2" 2d1/2" 1d1/2" VIGA V8 (.30x.20) .20 5 5 5 5 5 5 VIGA V11 (.30x.20) 1/4"d:1@.05,4@.10,4@.15,R.@.20 2d1/2" 2d1/2" 2d1/2" .20 5 5 1d1/2" VIGA V10 (.15x.20) 4d3/8" 1/4"d:1@.05,4@.10, Rto.@.15 5 5 5 5 5 5 5 5 1/4"d:1@.05,4@.10,4@.15,R.@.20 3d1/2" 3d1/2" 2d1/2" VIGA V9 (.30x.20) .20 5 5 5 5 5 5 1/4"d:1@.05,4@.10,4@.15,R.@.20 1/4"d:1@.05,4@.10,4@.15,R.@.20 5 5 5 5 5 5 1d1/2" 3d1/2" 3d1/2" 2d1/2" 2d1/2" 3d1/2" 3d1/2" 2d1/2" 1d1/2" 5 5 5 5 5 VIGA V12 (.35x.20) 1/4"d:1@.05,4@.10,4@.15,R.@.20 2d1/2" 3d1/2" 2d1/2" .20 5 5 1d1/2" 1/4"d:1@.05,4@.10, .20 VIGA V13 (.30x.20) 5 4@.15,Rto.@.20 6d1/2" 5 5 5 5 5 5 1/4"d:1@.05,4@.10,4@.15,R.@.20 2d1/2" 2d1/2" 1d1/2" 1d1/2" VIGA V14 (.30x.20) .20 5 1/4"d:1@.05,4@.10, .20 VIGA V15 (.35x.20) 5 4@.15,Rto.@.20 6d1/2" VIGA V16 (.25x.60) 5 4d5/8" 3/8"d:1@.05,4@.10, 4@.15,Rto.@.20 5 5 5 5 5 5 5 VIGA V19 (.20xVAR.) 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d5/8" 2d3/8" 2d3/8" 2d3/8" 2d3/8" 2d5/8" 2d5/8" 2d5/8" 5 5 5 VAR. NFP.-1.55 (RAMPA) NFP. VAR. 5 5 5 5 5 5 VIGA V20 (.50x.20) 3/8"d:1@.05,4@.10,4@.15,R.@.20 3d5/8" 2d5/8" .20 5 5 3d5/8" 3d5/8" 2d5/8" c/f=1.30 cm. 5 5 5 5 5 5 5 5 5 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 VIGA V24 (.20x.55) 5 5 5 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 1d5/8" 1d5/8" DOBLAN .60 HORIZONTAL 5 5 5 5 5 5 5 5 5 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 VIGA V25 (.20x.45) 5 5 5 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 1d5/8" 1d5/8" 5 1d5/8" 1d5/8" 1d5/8" 5 5 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d5/8" 2d5/8" 2d1/2" 2d1/2" 2d1/2" 3d5/8" 3d5/8" VIGA V21 (.20x.60)(.20x1.50) 5 5 5 5 5 5 NFP.+1.50 NFP.±0.00 5 5 5 5 5 5 5 5 VIGA V22 (.20x.60) 2d5/8" 2d5/8" 2d5/8" 1d5/8" 1d5/8" 3/8"d:1@.05,4@.10,4@.15,R.@.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d5/8" 2d5/8" 2d5/8" 2d3/4" 2d5/8" 2d5/8" 2d5/8" 1d5/8" 1d5/8" 5 5 5 5 5 5 VAR. 5 5 5 5 5 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d5/8" 2d5/8" 2d5/8" 2d5/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,4@.15,R.@.20 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d3/4" 2d5/8" 2d5/8" 1d5/8" 1d5/8" 5 5 5 5 5 5 VAR. 5 5 5 5 5 5 5 5 1d5/8" 2d5/8" 2d5/8" 3/8"d:1@.05,4@.10,4@.15,R.@.20 5 5 VAR. MAX. .70 5 A A 2d1/2" 2d1/2" VIGA 2.D-A 1/4"d:1@.05,R.@.10 DETALLE SALIENTE EN FACHADA PRINCIPAL 5 5 CORTE A-A 5 N.F.P. -1.55 N.F.P. VAR. ( RAMPA ) 5 5 5 5 5 5 5 5 5 5 3/8"d:1@.05,4@.10,4@.15,R.@.20 3/8"d:1@.05,4@.10,R.@.15 VIGA I.B.2-3 (.25x.55) 2d3/4" 2d5/8" 2d5/8" 2d5/8" 2d3/4" 5 5 5 2d5/8" 3d5/8" (PISOS 2-6) (RESTO PISOS) .60 .40 (PISOS 2-6) (RESTO PISOS) .40 .60 1d5/8" 5 5 2d5/8" 2d5/8" 1d5/8" (RESTO PISOS) (ENCO 2-6) 5 5.00 .15 .15 8.85 9.50 .40 .15 3.60 .15 .80 .15 1.20 .40 4.55 .20 3.10 .15 2.60 .15 2.70 .15 5.70 .15 2.70 .15 2.65 .15 5.00 .15 5.50 .15 4.60 .15 2.50 .15 .15 4.25 .15 .60 .15 1.45 .15 3.95 .20 5.15 17.77 5.00 9.00 9.10 11.60 2.70 17.30 5.00 10.55 6.10 11.75 4.65 8.60 8.65 37.40 34.10 .20 2.91 .14 6.10 5.85 5.20 6.50 11.50 6.05 8.05 6.10 5.85 17.77 17.35 .15 15.25 .15 2.50 1.65 8.45 .15 .80 .15 3.15 .20 4.94 .16 38.05 17.77 .15 1.85 .15 8.25 .15 2.50 .15 3.45 .15 .80 .15 5.70 .80 .15 3.15 .20 4.94 .16 5.00 13.20 3.45 16.40 5.00 1.40 27.75 .15 2.91 .14 5.20 6.05 8.05 37.40 6.10 .15 5.85 .10 3.15 .10 .90 .10 2.67 4.03 .15 37.40 5.20 34.10 .20 2.91 .14 6.10 5.90 11.00 .15 .15 .15 6.96 .15 3.20 .15 2.50 .15 10.25 .15 .75 .15 3.30 .20 4.94 .16 38.05 17.77 17.34 6.50 11.60 6.05 8.05 6.10 5.35 5.85 5.20 17.77 R1.20 38.05 5.35 .15 2.97 .15 1.00 .15 1.50 .15 2.83 .15 2.83 .15 1.50 .15 1.00 .15 2.60 .15 6.50 11.60 5.00 38.05 5.35 5.55 17.30 .40 5.39 6.20 37.40 17.30 5.35 .15 3.85 .15 6.90 .15 5.85 .15 5.38 6.20 5.35 .15 R1.20 6.50 11.60 6.05 8.05 5.35 5.85 17.30 .15 .40 5.38 6.20 4.95 .40 .15 .15 2.60 .15 2.70 .15 .50 4.70 .50 .15 2.70 .15 2.65 .15 17.30 37.40 .38 10.25 8.85 9.10 .15 3.60 .15 .80 .15 6.35 38.05 .37 .15 12.90 4.45 .00 .15 .60 .15 5.60 .15 4.63 5.15 5.00 27.90 5.15 CA-88 2.70 .20 2.70 .20 2.55 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 1.80 33.94 4.65 1.30 .15 2.83 .15 2.66 .15 2.42 .15 2.42 .15 2.42 .15 2.42 .15 2.42 .15 2.42 .15 2.42 .15 2.42 .15 2.42 .15 2.42 .15 3.69 .17 6.40 2.56 1.94 3.50 .60 2.65 5.80 2.70 .20 2.70 .20 2.72 2.55 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 1.00 3.63 .20 2.10 .15 31.99 4.10 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 2.40 .17 1.33 .05 .15 3.10 5.45 6.25 5.87 .70 .15 2.60 3.70 .15 .70 .80 .80 .15 3.99 .60 3.00 7.24 7.24 7.11 .15 3.45 .15 3.75 1.20 1.20 .15 .15 5.35 .15 .40 .15 PLANTA TÍPICA ( SEGUNDO PISO AL DOCEAVO PISO N+4.12 AL N+29.82) SH DORM. PRINCIPAL COCINA LAVANDERÍA DORMITORIO 2 DORMITORIO 1 COMEDOR SALA SALA SH SH SH SH COCINA COCINA LAVANDERÍA SALA SALA COMEDOR COMEDOR SH SH SH LAVANDERÍA SH COMEDOR LAVANDERÍA SH ESTUDIO DORM. PRINCIPAL DORMITORIO 1 DORMITORIO 2 DORM. PRINCIPAL DORMITORIO 1 DORMITORIO DORMITORIO 1 SH PLANTA PRIMER PISO ESTACIONAMIENTO PLANTA SOTANO 2 PLANTA SOTANO 1 RAMPA HALL DE ASCENSORES E S T A C I O N A M I E N T O SALA DE USOS MULTIPLES SH HALL HALL INGRESO HALL DE ASCENSORES 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 3 4 5 1 6 A B C D 5 5 5 5 5 5 5 2 3 4 5 1 6 A B C D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 3 4 5 1 6 A B C D 2 3 4 5 1 6 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 3 4 5 1 6 A B C D 5 5 5 5 5 5 5 5 5 PLANTA AZOTEA 5 G.C.I. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E S T A C I O N A M I E N T O G.C.I. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESTACIONAMIENTO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 Z O T E A A Z O T E A COCINA ESTACIONAMIENTO ESTACIONAMIENTO ESTACIONAMIENTO SALA - COMEDOR SALA - COMEDOR SALA - COMEDOR SALA - COMEDOR SALA - COMEDOR SALA - COMEDOR SALA - COMEDOR SALA - COMEDOR SALA - COMEDOR SALA - COMEDOR SALA - COMEDOR A Z O T E A SALA - COMEDOR SALA - COMEDOR SALA - COMEDOR SALA - COMEDOR SALA - COMEDOR SALA - COMEDOR SALA - COMEDOR SALA - COMEDOR SALA - COMEDOR SALA - COMEDOR SALA - COMEDOR A Z O T E A COCINA COCINA COCINA COCINA COCINA COCINA COCINA COCINA COCINA COCINA COCINA ESTACIONAMIENTO ESTACIONAMIENTO ESTACIONAMIENTO RAMPA RAMPA NPT+0.00 NPT+14.15 N+33.14 NPT+3.87 NPT+6.44 NPT+9.01 NPT+11.58 NPT+14.15 NPT+16.72 NPT+19.29 NPT+21.86 NPT+24.43 NPT+27.00 NPT+29.57 NPT+32.14 ESTACIONAMIENTO ESTACIONAMIENTO ESTACIONAMIENTO TANQUE ELEVADO COMEDOR COMEDOR S.H. S.H. S.H. S.H. COMEDOR COMEDOR S.H. S.H. S.H. S.H. COMEDOR COMEDOR S.H. S.H. S.H. S.H. COMEDOR COMEDOR S.H. S.H. S.H. S.H. COMEDOR COMEDOR S.H. S.H. S.H. S.H. COMEDOR COMEDOR S.H. S.H. S.H. S.H. COMEDOR COMEDOR S.H. S.H. S.H. S.H. COMEDOR COMEDOR S.H. S.H. S.H. S.H. COMEDOR COMEDOR S.H. S.H. S.H. S.H. COMEDOR COMEDOR S.H. S.H. S.H. S.H. COMEDOR COMEDOR S.H. S.H. S.H. S.H. NPT+34.09 NPT+36.04 ESTACIONAMIENTO ESTACIONAMIENTO ESTACIONAMIENTO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT+0.00 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 5 5 5 5 ELEVACION FRONTAL ELEVACION POSTERIOR NPT+36.29 NPT+36.22 NPT+32.39 NPT+32.39 NPT+32.39 PLANTA CISTERNA Y CTO. DE MAQUINAS ASCENSORES 5 5 5 5 5 5 ESTACIONAMIENTO ESTACIONAMIENTO ESTACIONAMIENTO CORTE C-C C C B B D D A A 5 C C B B D D A A C C B B D D A A C C B B D D A A C C B B D D A A CORTE A-A CORTE B-B NPT+0.00 NPT+0.15 NPT+0.00 VACIO LAVANDERIA S.H. PASADIZO DORMITORIO 1 HALL DE ASCENSORES LAVANDERIA S.H. S.H. PASADIZO DORMITORIO LAVANDERIA S.H. PASADIZO DORMITORIO 1 HALL DE ASCENSORES LAVANDERIA S.H. S.H. PASADIZO DORMITORIO LAVANDERIA S.H. PASADIZO DORMITORIO 1 HALL DE ASCENSORES LAVANDERIA S.H. S.H. PASADIZO DORMITORIO LAVANDERIA S.H. PASADIZO DORMITORIO 1 HALL DE ASCENSORES LAVANDERIA S.H. S.H. PASADIZO DORMITORIO LAVANDERIA S.H. PASADIZO DORMITORIO 1 HALL DE ASCENSORES LAVANDERIA S.H. S.H. PASADIZO DORMITORIO LAVANDERIA S.H. PASADIZO DORMITORIO 1 HALL DE ASCENSORES LAVANDERIA S.H. S.H. PASADIZO DORMITORIO LAVANDERIA S.H. PASADIZO DORMITORIO 1 HALL DE ASCENSORES LAVANDERIA S.H. S.H. PASADIZO DORMITORIO LAVANDERIA S.H. PASADIZO DORMITORIO 1 HALL DE ASCENSORES LAVANDERIA S.H. S.H. PASADIZO DORMITORIO LAVANDERIA S.H. PASADIZO DORMITORIO 1 HALL DE ASCENSORES LAVANDERIA S.H. S.H. PASADIZO DORMITORIO LAVANDERIA S.H. PASADIZO DORMITORIO 1 HALL DE ASCENSORES LAVANDERIA S.H. S.H. PASADIZO DORMITORIO LAVANDERIA S.H. PASADIZO DORMITORIO 1 HALL DE ASCENSORES LAVANDERIA S.H. S.H. PASADIZO DORMITORIO NPT+1.40 NPT-1.50 NPT-4.40 ESTACIONAMIENTO ESTACIONAMIENTO ESTACIONAMIENTO PASADIZO DE INGRESO ESTACIONAMIENTO ESTACIONAMIENTO NPT+4.12 NPT+6.69 NPT+9.26 NPT+11.83 NPT+14.40 NPT+16.97 NPT+19.54 NPT+22.11 NPT+24.68 NPT+27.25 NPT+29.82 NPT+32.39 NPT+32.39 N.+38.47 N.+36.79 N.F.T+34.95 N.+36.22 AZOTEA CUARTO DE MAQUINAS TANQUE ELEVADO CONTINUA CORTE D-D CONTINUACION DE CORTE D-D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIENE DEL SOTANO 1 SUBE AL 2° PISO DUCTO DE BASURA 5 5 5 5 5 5 5 NPT-4.40 NPT-4.40 NPT-1.50 ESTACIONAMIENTO ESTACIONAMIENTO NPT-1.50 G.C.I. 5 5 5 NPT+1.40 NPT+1.40 NPT+1.55 NPT+1.55 NPT+1.55 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 16 15 14 13 12 17 18 19 20 21 22 23 24 25 26 27 28 29 31 32 E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 D1 D2 D3 D4 D5 D6 D7 PROYECCION PUERTA FACETADA PROYECCION PUERTA FACETADA E15 E16 E17 E18 E19 E20 E21 E22 E23 E24 E25 E26 E27 E28 E29 D9 D10 D11 D12 D14 D15 D16 D18 D19 D20 D22 D23 D24 E30 E31 E32 E33 E34 E35 E36 E37 E38 E39 E40 E41 E42 E43 E44 E45 E46 E47 PRINCIPAL 5 ESCALERA DE GATO ESCALERA DE GATO MURO H= 1.80 MURO H= 1.80 MURO H= 1.80 MURO H= 1.80 MURO H= 1.00 MURO H= 1.00 MURO H= 1.00 MURO H= 0.13 MURO H= 0.73 MURO H= 1.33 MURO H= 0.73 MURO H= 0.73 RAMPA (L=13.40) PENDIENTE =11% RAMPA (L=11.70) PENDIENTE =11% RAMPA (L=13.40) PENDIENTE =11% RAMPA (L= 21.50) PENDIENTE =12% RAMPA (L= 21.50) PENDIENTE =12% JARDIN V1 V2 V3 V3 V2 V1 V9 V9 V11 V4 V4 V5 V5 V5 V5 V6 V6 V7 V7 V7 V8 V9 V9 V9 V9 V10 V9 V9 V11 V1 V2 V3 V4 V5 V6 V7 V8 V9 V10 V11 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 1.80 1.80 1.80 1.70 1.70 2.00 1.70 1.70 1.70 1.70 1.70 0.30 0.30 0.30 1.80 2.10 2.95 1.625 1.40 1.675 1.10 1.00 0.80 0.60 0.70 TIPO ALFEIZAR ALTURA ANCHO CUADOR DE VANOS V12 V12 1.80 0.30 1.05 V5 V5 V5 V2 V11 VENTANAS P1 P2 P4 --- --- --- 2.10 2.10 2.10 1.00 0.90 0.70 TIPO ALFEIZAR ALTURA ANCHO VENTANAS P3 --- 2.10 0.80 P1 P1 P1 P1 P1 P1 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P3 P3 P3 P3 P3 P3 P3 P3 P3 P1 P4 P4 P4 P4 P3 P2 P5 --- 2.10 2.05 P6 --- 2.10 1.80 P5 P6 V1 V2 V3 V4 V5 V6 V7 V8 V9 V10 V11 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 1.80 1.80 1.80 1.70 1.70 2.00 1.70 1.70 1.70 1.70 1.70 0.30 0.30 0.30 1.80 2.10 2.95 1.625 1.40 1.675 1.10 1.00 0.80 0.60 0.70 TIPO ALFEIZAR ALTURA ANCHO CUADOR DE VANOS V12 1.80 0.30 1.05 VENTANAS P1 P2 P4 --- --- --- 2.10 2.10 2.10 1.00 0.90 0.70 TIPO ALFEIZAR ALTURA ANCHO VENTANAS P3 --- 2.10 0.80 P5 --- 2.10 2.05 P6 --- 2.10 1.80 5 5 5 5 JARDIN G.C.I. 5 5 5 5 E3 D3 DEPOSITOS ESTACIONAMIENTO LEYENDA E3 D3 DEPOSITOS ESTACIONAMIENTO LEYENDA E3 D3 DEPOSITOS ESTACIONAMIENTO LEYENDA BLOCK DE VIDRIO 5 5 DUCTO DE BASURA BLOCK DE VIDRIO D8 5 5 D13 D17 D21 D25 NPT+4.12 NPT+6.69 NPT+9.26 NPT+11.83 NPT+14.40 NPT+16.97 NPT+19.54 NPT+22.11 NPT+24.68 NPT+27.25 NPT+29.82 NPT+32.39 NPT+1.55 8 NPT+4.12 NPT+6.69 NPT+9.26 NPT+11.83 NPT+14.40 NPT+16.97 NPT+19.54 NPT+22.11 NPT+24.68 NPT+27.25 NPT+29.82 NPT+32.39 NPT+4.12 NPT+6.69 NPT+9.26 NPT+11.83 NPT+14.40 NPT+16.97 NPT+19.54 NPT+22.11 NPT+24.68 NPT+27.25 NPT+29.82 NPT+32.39 NPT+1.40 NPT-1.50 NPT-4.40 NPT+4.12 NPT+6.69 NPT+9.26 NPT+11.83 NPT+14.40 NPT+16.97 NPT+19.54 NPT+22.11 NPT+24.68 NPT+27.25 NPT+29.82 NPT+32.39 NPT+1.40 NPT-1.50 NPT-4.40 NPT+4.12 NPT+6.69 NPT+9.26 NPT+11.83 NPT+14.40 NPT+16.97 NPT+19.54 NPT+22.11 NPT+24.68 NPT+27.25 NPT+29.82 NPT+32.39 NPT+1.40 NPT-1.50 NPT-4.40 NPT+1.40 NPT-1.50 NPT-4.40 NPT+4.12 NPT+6.69 NPT+9.26 NPT+11.83 NPT+14.40 NPT+16.97 NPT+19.54 NPT+22.11 NPT+24.68 NPT+27.25 NPT+29.82 NPT+32.39 NPT+4.12 NPT+6.69 NPT+9.26 NPT+11.83 NPT+14.40 NPT+16.97 NPT+19.54 NPT+22.11 NPT+24.68 NPT+27.25 NPT+29.82 NPT+32.39 V E R E D A A V E N I D A P A S E O D E L A R E P U B L I C A PUERTA FACETADA 5 5 5 5 DORMITORIO 2 ( POR ERROR DE DIBUJO EN EL PLANO ANTERIOR SE ACOTO A 1.75) VER INDIACION EN MEMORIA DESCRIPTIVA

Language	Spanish
Drawing Type	Detail
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park, Elevator, Parking
Tags	apartment, architecture, autocad, building, buildings, condo, departments, DETAIL, details, DWG, eigenverantwortung, Family, flat, group home, grup, high, mehrfamilien, multi, multifamily housing, ownership, partnerschaft, partnership, rise, structures