Office Building Of 7 Floors And 2 Basements DWG Full Project for AutoCAD

Office Building Of 7 Floors And 2 Basements DWG Full Project for AutoCAD

Project office building, seven stories; distribution architectural plans, sections and elevations and drawings of structures, structural design and details

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

exclusive, disabled, offices, future false sky, hall, drawing:, scale:, date:, sheet:, plane:, owner:, business center el pinar, project:, jose, campbell, oaks, architect, luis, lucero, malnati, associates sac., haa., elevated tank, parking, roof, limit, property, cistern, equipment, extracc. of air, mesh, metallic, inyecc. air, equipment, ladder, jack, dumper, sh., grid, machine room, cat ladder, access to elevated tank, vehicular entry, vehicular circulation, botallanta, ramp, room, pumps, false ceiling, track, frontal elevation, plant equipment room, pit, elevator, gci, projection, air injection, metal mesh, duct, equipment, air extraction, air ejection, vacuum, plant air injection equipment, access to machine room, pass beam, high tank register, concrete slab, water level, registry, roof plant, terrace, pressurization pipeline, elevated tank and roof, railing, projection. record tank elevated, air equipment, record, air, extraction, projection. duct, pit, air extraction, column, secc. var., dcto met., sub electric station, office, administrative pool, air expulsion, proy. duct, air extraction, monox discharge, duct, vehicular, circulation, proy, roof, lattice, projecting, parant, door, fire, projection ladder, typical plant, curtain wall, de:, plant typical, berm, sidewalk, wait, reception, waste, collection, mechanical extraction, bathroom, income, block, gras, mirror, water, gardener, see ø wall, cistern, inspection opening, verdplanta, wall, flooring, containment , horizontal reinforcement in masonry partitions, detail of alternate widening, in lightened typical, variable, detail of lightened typical, with double joist, aa, bb, cc, section aa, section ee, section bb, section cc, section dd, see plant, var., retaining wall, false shoe, dcolumna, false shoe, filling, compacted, dplaca, n.var., level, table of columns, types of columns, major, npt, detail of solid slab, legend, slab solid, detail solid slab, ramp detail, in the solid slabs the meshes are placed runs and in plant, only the additional poles are indicated., shuttering tank roof, see d in plan, reinforcement in parapet, in plates, columns and beams, specified, or columns, d of plates, beams, detail of bending of stirrups, detail of hook, abutment, b- in case of not joining in the areas indicated by the percentages, c- for lightened, flat beams and slabs, the lower steel is joined, to the designer, notes:, overlapping joints for, beams, slabs and lightened, values ​​of m, lower reinforcement, h. any, top reinforcement, column top, indicated, shoe detail, nnt, see floor, nfp, considering zone of, high reinforcements, but, that are less spliced, for columns and plates, low reinforcements, parts trying to do, splice in different, confinement area, splices out of the, alternate splices., the same section, should, note: no more splicing, level of formwork, typical splicing of reinforcement columns, deposit, alternate widening, specifications, coatings , brick walls, specifications for, thickness of the joints, mortar mix, type of brick: solid type, columns and plates, banked beams, slabs and stairs, lightened and flat beams, footings and foundation beams, cm., indicated, false shoe, concrete cyclopean, type of foundation :, support stratum of the, use type I portland cement, insulated footings and connection beams, depth of foundation :, admissible pressure :, aggressiveness of the ground to the cime Nesting: none, foundation, seismic strength, parameters of, summary of the foundation conditions, staircase start, retaining wall, lightweight slab, overlapping joints

Raw text data extracted from CAD file:

±0.00 ±0.00 EXCLUSIVO DISCAPACITADOS OFICINAS OFICINAS futuro falso cielo OFICINAS HALL OFICINAS OFICINAS OFICINAS futuro falso cielo OFICINAS OFICINAS V-1 1.00 1.00 1.00 OFICINAS OFICINAS OFICINAS futuro falso cielo DIBUJO : ESCALA : FECHA : LAMINA : PLANO : PROPIETARIO : CENTRO EMPRESARIAL EL PINAR PROYECTO : TORRE 2 jose campbell robles arquitecto cap 2329 luis lucero malnati arquitecto cap 1192 RODRIGO & ASOCIADOS SAC. 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DE AIRE NTT+25.00 Malla metálica INYECC. 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\A1;2.525 \A1;5.05 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;7.25 \A1;7.25 \A1;1.20 \A1;2.25 \A1;1.20 \A1;1.20 \A1;.30 \A1;3.05 \A1;.25 \A1;1.20 \A1;.25 \A1;1.80 \A1;.15 \A1;.80 \A1;.25 \A1;.55 \A1;2.40 \A1;2.475 \A1;4.50 \A1;.45 \A1;.15 \A1;6.15 \A1;.20 \A1;12.05 \A1;4.00 \A1;10.60 \A1;2.10 \A1;5.00 \A1;6.00 \A1;.60 \A1;1.00 \A1;4.50 \A1;.15 \A1;1.80 \A1;11.55 \A1;1.63 \A1;1.20 \A1;.10 \A1;.20 \A1;1.65 \A1;.60 \A1;6.00 \A1;.80 \A1;1.88 \A1;.45 \A1;.20 \A1;.05 \A1;.20 \A1;.05 \A1;.05 \A1;.05 \A1;.10 \A1;2.25 \A1;.35 \A1;2.25 \A1;.10 \A1;5.10 \A1;.40 \A1;1.73 \A1;.80 \A1;.58 \A1;1.00 \A1;.40 \A1;.25 \A1;5.00 \A1;.25 \A1;.15 \A1;.90 \A1;.45 \A1;1.60 \A1;.15 \A1;2.48 \A1;1.88 \A1;4.93 \A1;.15 \A1;4.80 \A1;.15 \A1;1.33 \A1;.15 \A1;4.28 \A1;.15 \A1;2.525 \A1;.15 \A1;.15 \A1;2.075 \A1;1.88 \A1;.60 \A1;.60 \A1;2.03 \A1;.20 \A1;.35 \A1;1.10 \A1;.75 \A1;2.50 \A1;.80 \A1;2.03 \A1;.90 \A1;.28 \A1;.33 \A1;.15 \A1;3.80 \A1;.35 \A1;1.10 \A1;.25 \A1;.332 \A1;.176 \A1;.332 \A1;1.105 \A1;1.105 \A1;5.00 \A1;1.88 \A1;.15 \A1;5.00 \A1;.30 \A1;1.60 \A1;3.700 \A1;6.40 \A1;5.00 \A1;4.50 \A1;.30 \A1;.80 \A1;3.00 \A1;.40 \A1;.30 \A1;2.30 \A1;2.30 \A1;2.70 \A1;4.20 \A1;4.73 \A1;4.80 \A1;6.60 \A1;5.33 \A1;3.98 \A1;6.60 \A1;5.30 \A1;4.80 \A1;6.60 \A1;3.98 \A1;6.60 \A1;5.30 \A1;5.08 \A1;5.08 \A1;2.43 \A1;2.43 \A1;2.75 \A1;2.75 \A1;5.30 \A1;5.33 \A1;5.08 \A1;5.08 \A1;2.43 \A1;2.43 \A1;2.75 \A1;2.75 \A1;4.80 \A1;6.60 \A1;5.33 \A1;3.98 \A1;6.60 \A1;5.30 \A1;4.80 \A1;6.60 \A1;3.98 \A1;6.60 \A1;5.30 \A1;5.08 \A1;5.08 \A1;2.43 \A1;2.43 \A1;2.75 \A1;2.75 \A1;5.30 \A1;5.33 \A1;5.08 \A1;5.08 \A1;2.43 \A1;2.43 \A1;2.75 \A1;2.75 \A1;4.50 \A1;4.50 \A1;.25 \A1;4.65 -1.0 -1.0 TANQUE ELEVADO NTT+30.35 NPT+27.70 NPT+0.10 NPT-2.58 1° SOTANO NPT+3.90 2° PISO 3° PISO 4° PISO AZOTEA NPT+0.30 1° PISO NPT+7.50 NPT+10.50 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 NPT+0.10 NPT-0.78 NPT+4.80 NPT+2.10 NPT+7.50 NTT+22.50 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 1 3 CORTE 4 - 4 4 2 3 6 5 7 CUARTO DE MAQUINAS -1.0 NPT+25.00 NTT+29.40 NPT+27.00 -1.0 NTT+26.30 -1.0 -1.0 NPT+0.30 NPT-2.58 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 NPT-3.66 Escalera de gato -1.0 NPT+10.50 NPT+13.50 NPT+16.50 NPT+19.50 5° PISO NPT+13.50 6° PISO NPT+16.50 7° PISO NPT+19.50 NTT+22.50 ACCESO A TANQUE ELEVADO NTT+30.35 NTT+29.40 -1.0 -1.0 -1.0 -1.0 NTT+30.35 NPT+27.70 NPT+0.10 NPT-2.58 1° SOTANO NPT+3.90 3° PISO AZOTEA NPT+0.30 1° PISO NPT+7.50 -1.0 -1.0 -1.0 -1.0 -1.0 1° SOTANO 1° PISO 2° PISO 3° PISO -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 NPT+0.10 NPT-0.78 NPT+4.80 NPT+2.10 NPT+7.50 -1.0 -1.0 -1.0 -1.0 -1.0 1 CORTE 5 - 5 4 2 3 6 5 7 -1.0 NTT+25.00 NTT+29.40 NPT+27.00 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 2° SOTANO NPT-3.66 -1.0 INGRESO VEHICULAR -1.0 CIRCULACION VEHICULAR ESTACIONAMIENTOS Botallanta CIRCULACION VEHICULAR TANQUE ELEVADO CUARTO DE MAQUINAS l = 12.05 m. h = 1.08 m. % = 8.96 RAMPA CIRCULACION VEHICULAR CUARTO DE BOMBAS falso cielo raso PISTA PISTA -1.0 -1.0 -1.0 -1.0 -1.0 AZOTEA -1.0 NTT+22.50 4° PISO NPT+10.50 5° PISO NPT+13.50 6° PISO NPT+16.50 7° PISO NPT+19.50 -1.0 -1.0 -1.0 -1.0 4° PISO NPT+10.50 5° PISO NPT+13.50 6° PISO NPT+16.50 7° PISO NPT+19.50 NPT+22.50 -1.0 ELEVACION FRONTAL 1° SOTANO 1° PISO 2° PISO 3° PISO 4° PISO AZOTEA NPT-2.58 NPT+0.30 NPT+7.50 NPT+10.50 NPT+3.90 5° PISO NPT+13.50 6° PISO NPT+16.50 7° PISO NPT+19.50 NPT+22.50 ESTACIONAMIENTOS l = 12.05 m. h = 1.08 m. % = 8.96 RAMPA 2° PISO Botallanta 1° SOTANO 1° PISO 2° PISO 3° PISO 2° SOTANO AZOTEA 4° PISO 5° PISO 6° PISO 7° PISO CIRCULACION VEHICULAR CIRCULACION VEHICULAR NPT+0.10 PLANTA SALA DE EQUIPOS FOSO DE ASCENSOR -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 1 4 2 3 6 5 7 INGRESO VEHICULAR CIRCULACION VEHICULAR CIRCULACION VEHICULAR ESTACIONAMIENTOS CORTE 1 - 1 l = 12.05 m. h = 1.80 m. % = 14.9 RAMPA l = 12.05 m. h = 1.80 m. % = 14.9 RAMPA NPT+0.10 NPT-2.58 1° SOTANO NPT+3.90 3° PISO AZOTEA NPT+0.30 1° PISO NPT+7.50 NTT+22.50 4° PISO NPT+10.50 5° PISO NPT+13.50 6° PISO NPT+16.50 7° PISO NPT+19.50 2° PISO PISTA 1° SOTANO 1° PISO 2° PISO 3° PISO NPT±0.00 NPT-0.78 NPT+4.80 NPT+2.10 NPT+7.50 2° SOTANO NPT-3.66 AZOTEA NTT+22.50 4° PISO NPT+10.50 5° PISO NPT+13.50 6° PISO NPT+16.50 7° PISO NPT+19.50 NPT-6.12 -1.0 ESTACIONAMIENTOS Botallanta sardinel h=0.10 EQUIPO DE EXTRACC. DE AIRE NPT-6.54 3 4 5 7 8 9 -1.0 -1.0 6 10 1´ 2 -1.0 -1.0 P-1.00x2.10 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 G.C.I NPT-9.00 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 D -1.0 -1.0 4 6 B B´ D´ -1.0 4 6 -1.0 5 -1.0 5 proyecc. -1.0 -1.0 -1.0 INYECCION AIRE Malla metálica NPT-6.12 INYECCION AIRE NPT-6.12 -1.0 -1.0 -1.0 -1.0 Ducto NTT+26.30 A-08 A-08 A-09 A-09 5 5 A-07 A-06 A-06 1 1 2 2 4 4 A-07 E E A A -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 EQUIPO -1.0 EQUIPOS -1.0 -1.0 L c L c Extracción aire Expulsión aire ESTACIONAMIENTOS Botallanta -1.0 -1.0 -1.0 Rejilla -1.0 -1.0 NPT-3.88 Dumper 0.60x0.25 -1.0 -1.0 -1.0 -1.0 -1.0 \A1;.10 \A1;.80 \A1;2.90 \A1;2.30 \A1;.20 \A1;2.50 \A1;.20 \A1;2.50 -1.0 -1.0 -1.0 VACIO PLANTA EQUIPO DE INYECCION DE AIRE VACIO -1.0 -1.0 -1.0 -1.0 VACIO -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 VACIO -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 NPT+25.00 NTT+22.50 NTT+22.50 NTT+25.00 NTT+25.00 ACCESO A TANQUE ELEVADO -1.0 -1.0 VACIO P-0.90x2.10 -1.0 -1.0 -1.0 ACCESO A CUARTO DE MAQUINAS -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 NT+26.30 NT+25.00 NT+25.00 -1.0 -1.0 -1.0 SH. Pase en viga 0.20x0.20 Pase en viga 0.20x0.20 Pase en viga 0.20x0.20 -1.0 -1.0 REGISTRO TANQUE ELEVADO C D -1.0 -1.0 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 C B -1.0 -1.0 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 Losa de concreto -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 CISTERNA NPT-6.12 -1.0 -1.0 -1.0 -1.0 Nivel agua V = 72.37 m3 registro -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 VACIO PLANTA AZOTEA VACIO 11 12 13 14 15 16 17 -1.0 -1.0 -1.0 VACIO -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 VACIO -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 TERRAZA NPT+22.50 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 NPT+22.50 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 1 2 3 4 5 6 7 8 DUCTO DE PRESURIZACION h =2.50m -1.0 -1.0 -1.0 10 9 PLANTA AZOTEA PLANTA TANQUE ELEVADO Y TECHO P-2.00x2.10 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 P-2.00x2.10 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 NT+24.60 h =2.10 m Baranda P-1.00x2.10 3 A-08 A-08 A-09 A-09 5 5 A-07 A-07 A-06 A-06 1 1 2 2 3 4 4 A-07 A-07 \A1;5.08 \A1;5.08 \A1;5.08 \A1;5.08 \A1;5.08 \A1;5.08 \A1;5.08 \A1;5.08 \A1;5.08 \A1;5.08 \A1;5.08 \A1;5.08 h =3.80 m Baranda -1.0 G.C.I -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 SH. P-0.75x2.10 P-1.00x2.10 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 A 9 C E D -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 1 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 2 3 4 6 7 8 B -1.0 -1.0 A C E D -1.0 -1.0 1 2 3 4 6 7 8 9 -1.0 5 -1.0 5 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 -1.0 -1.0 -1.0 -1.0 -1.0 1 -1.0 2 3 4 6 7 8 -1.0 -1.0 -1.0 A C E B -1.0 -1.0 1 2 3 4 6 7 8 9 -1.0 5 -1.0 5 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 9 A \A1;6.60 \A1;5.08 \A1;5.08 \A1;2.42 \A1;2.42 \A1;5.08 \A1;5.08 \A1;2.42 \A1;2.42 3 A-08 A-08 A-09 A-09 5 5 A-07 A-07 A-06 A-06 1 1 2 2 3 4 4 A-07 A-07 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 NTT+25.00 ACCESO A TANQUE ELEVADO P-0.90x2.10 -1.0 proyecc. registro tanque elevado -1.0 -1.0 -1.0 -1.0 -1.0 NT+25.00 -1.0 -1.0 -1.0 -1.0 NTT+32.30 C D C B A C E D -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 1 -1.0 -1.0 -1.0 -1.0 2 3 4 B -1.0 C E D -1.0 -1.0 1 2 3 4 6 7 8 9 5 -1.0 5 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 -1.0 -1.0 -1.0 -1.0 -1.0 1 2 3 4 -1.0 -1.0 C E B -1.0 -1.0 1 2 3 4 6 7 8 9 5 -1.0 5 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 A -1.0 OFICINAS OFICINAS OFICINAS OFICINAS HALL OFICINAS OFICINAS OFICINAS -1.0 -1.0 3 A-08 A-08 A-09 5 A-07 A-07 A-06 A-06 1 1 2 2 4 4 A-07 A-08 4 A-07 2 A-08 4 equipos de aire Registro Extracción aire 0.75x 0.40 m. Expulsión aire 1.25 x 0.65 m. aire Extracción proyecc. ducto 0.80x 0.60 m. FOSA DE ASCENSOR NPT-6.76 NPT-9.00 CUARTO DE BOMBAS CISTERNA NPT-9.00 NPT-9.62 EQUIPOS EXTRACCION DE AIRE NT+23.30 h =0.80 m NT+24.60 h =2.10 m columna metálica secc. var. dcto met. NPT+22.50 HALL NPT+22.50 TERRAZA NT+23.30 h =0.80 m NT+24.60 h =2.10 m TERRAZA NPT+22.50 NT+24.60 h =2.10 m NT+23.30 h =0.80 m CUARTO DE MAQUINAS NPT+27.00 TANQUE ELEVADO NPT+27.70 secc. var. dcto met. Dumper 0.60x0.25 Malla metálica INYECC. AIRE NPT+25.00 EQUIPOS V 0.80 3.70 1.50 V 0.80 3.70 1.50 V 0.80 3.70 1.50 V 0.80 3.70 1.50 V 2.64 0.70 0.60 PLANTA SALA DE EQUIPOS NPT-9.00 NPT-9.62 -1.0 -1.0 -1.0 SUB ESTACION ELECTRICA -1.0 P-0.75x2.10 SH. P-0.75x2.10 OFICINA Pool Administrativo Pool Administrativo ACCESO A CUARTO DE MAQUINAS \A1;4.30 \A1;2.90 \A1;3.80 \A1;2.10 \A1;2.30 HALL OFICINAS OFICINAS OFICINAS futuro falso cielo \A1;2.30 ±0.00 \A1;2.10 \A1;2.50 \A1;.90 \A1;7.85 \A1;.80 \A1;1.10 \A1;.40 \A1;.80 \A1;.40 \A1;1.50 \A1;.80 OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS \A1;2.90 \A1;3.80 \A1;.80 \A1;2.50 \A1;2.10 \A1;1.20 ±0.00 \A1;.80 \A1;1.10 \A1;1.80 \A1;2.30 \A1;7.85 \A1;.80 ±0.00 -1.0 \A1;.90 ±0.00 Ducto HALL OFICINAS OFICINAS OFICINAS futuro falso cielo -1.0 falso cielo raso OFICINAS OFICINAS OFICINAS futuro falso cielo OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS -1.0 -1.0 -1.0 -1.0 -1.0 OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS -1.0 futuro falso cielo futuro falso cielo ESTACIONAMIENTOS ESTACIONAMIENTOS NPT+0.10 1° SOTANO 1° PISO 2° PISO NPT+0.10 NPT-0.78 NPT+2.10 NPT+7.50 NPT+10.50 NPT+13.50 NPT+16.50 NPT+19.50 NTT+22.50 -1.0 -1.0 -1.0 -1.0 ESTACIONAMIENTOS 2° SOTANO NPT-3.66 -1.0 -1.0 -1.0 ESTACIONAMIENTOS ESTACIONAMIENTOS CORTE 3 - 3 3° PISO 5° PISO 6° PISO AZOTEA 7° PISO NTT+25.00 NPT-6.12 \A1;3.45 \A1;.15 \A1;.30 .30 -1.0 \A1;3.00 -1.0 -1.0 -1.0 -1.0 -1.0 TANQUE ELEVADO -1.0 CORTE 2 - 2 \A1;.15 \A1;2.73 ESTACIONAMIENTOS ESTACIONAMIENTOS ESTACIONAMIENTOS ESTACIONAMIENTOS ESTACIONAMIENTOS -1.0 -1.0 -1.0 \A1;.30 \A1;2.58 \A1;.30 \A1;3.30 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 1° SOTANO 1° PISO 3° PISO 4° PISO 5° PISO 6° PISO 7° PISO AZOTEA NPT+0.10 NPT+10.50 NPT+13.50 NPT+16.50 NPT+19.50 NPT+22.50 ±0.00 ±0.00 1° SOTANO ±0.00 2° PISO 3° PISO 4° PISO 5° PISO 6° PISO 7° PISO AZOTEA 1° PISO ±0.00 NPT+10.50 NPT+13.50 NPT+16.50 NPT+19.50 NPT+22.50 NPT+22.50 NTT+30.35 NPT+27.70 1° SOTANO 1° PISO 2° PISO 3° PISO NPT+0.10 NPT-0.78 NPT+4.80 NPT+2.10 NPT+7.50 NPT+10.50 NPT+13.50 NPT+16.50 NPT+19.50 NTT+22.50 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 ESTACIONAMIENTOS 2° SOTANO NPT-3.66 -1.0 -1.0 -1.0 LIMITE DE PROPIEDAD 46 47 48 51 52 50 49 1 \A1;2.73 ESTACIONAMIENTOS ESTACIONAMIENTOS \A1;2.70 4 5 6 7 53 54 55 56 57 45 44 43 42 41 40 39 32 35 36 34 33 37 38 3 4 2 1 5 6 1S \A1;2.88 \A1;3.60 \A1;1.08 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 \A1;2.70 -1.0 .30 \A1;.15 58 62 61 60 59 76 77 78 2S 2° SOTANO CORTE 3 - 3 CISTERNA \A1;.30 4° PISO 5° PISO 6° PISO AZOTEA 7° PISO ±0.00 \A1;2.58 EQUIPO DE EXTRACC. DE AIRE NTT+25.00 Malla metálica INYECC. AIRE EQUIPO -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 0.60x0.25 Escalera de gato -1.0 Dumper \A1;3.54 SH. -1.0 SH. -1.0 NTT+25.00 NTT+25.00 -1.0 -1.0 Rejilla NPT-6.12 OFICINAS OFICINAS -1.0 3 ±0.00 ±0.00 ±0.00 13 12 11 10 9 8 7 6 14 15 NPT+2.10 NPT+0.10 NPT+0.30 NPT+0.10 NPT-3.66 NPT-6.12 NPT-0.78 -1.0 ±0.00 ±0.00 \A1;.90 \A1;4.50 \A1;3.45 \A1;.15 \A1;.30 CORTE 2 - 2 \A1;.15 \A1;2.73 ESTACIONAMIENTOS ESTACIONAMIENTOS ESTACIONAMIENTOS ESTACIONAMIENTOS ESTACIONAMIENTOS \A1;.30 \A1;2.58 \A1;.30 \A1;3.30 1° SOTANO 1° PISO NPT+0.10 ±0.00 ±0.00 1° SOTANO ±0.00 2° PISO 1° PISO 1° SOTANO 1° PISO 2° PISO 3° PISO NPT+0.10 NPT-0.78 NPT+4.80 NPT+2.10 NPT+7.50 NPT+10.50 NPT+13.50 NPT+16.50 NPT+19.50 NTT+22.50 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 ESTACIONAMIENTOS 2° SOTANO NPT-3.66 -1.0 -1.0 -1.0 46 47 48 51 52 50 49 1 \A1;2.73 ESTACIONAMIENTOS ESTACIONAMIENTOS 53 54 55 56 57 45 44 43 42 41 40 39 32 35 36 34 33 37 38 3 4 2 1 5 6 1S \A1;2.88 \A1;3.60 \A1;1.08 \A1;.15 58 62 61 60 59 2S 2° SOTANO CORTE 3 - 3 CISTERNA \A1;.30 4° PISO 5° PISO 6° PISO AZOTEA 7° PISO ±0.00 \A1;2.58 EQUIPO DE EXTRACC. DE AIRE NTT+25.00 \A1;3.54 NPT-6.12 ±0.00 ±0.00 ±0.00 13 12 11 10 9 8 7 6 14 15 NPT+2.10 NPT+0.10 NPT+0.30 NPT+0.10 NPT-3.66 NPT-6.12 NPT-0.78 -1.0 \A1;.90 \A1;4.50 ±0.00 ±0.00 ±0.00 -1.0 ESTACIONAMIENTOS ESTACIONAMIENTOS ESTACIONAMIENTOS ESTACIONAMIENTOS Botallanta Botallanta 40.00 15.00 15.00 21' PLANTA 1° SOTANO NPT-2.58 / -0.78 HALL NPT-2.58 NPT-0.78 NPT-2.58 NPT-0.78 31 30 24' 23' 22' 27 29 24 23 22 28 NPT-2.58 40.00 18 19 5 6 9 10 11 13 14 15 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 21 -1.0 -1.0 -1.0 -1.0 -1.0 12 (21) (23) (24) (26) (25) (28) (27) (30) (29) (33) (34) (35) (36) (39) 25 26 25' 32 33 (32) (37) (38) 16 17 7 8 15.00 15.00 PLANTA 3° SOTANO NPT-6.54 NPT-3.66 NPT-3.66 51 50 NPT-3.66 47 49 48 NPT-6.12 2 3 5 6 3 4 6 8 9 10 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 7 DUCTO DE PRESURIZACION -3.66 (59) (60) (61) (62) (69) 52 (63) (64) 1 1´ 2 53 (65) (67) 54 53' 54' (66) (68) G.C.I \A1;6.00 -1.0 CUARTO DE BOMBAS FOSA DE ASCENSOR PLANTA 2° PISO NPT+3.90 2` ESTACIONAMIENTOS ESTACIONAMIENTOS -1.0 -1.0 ESTACIONAMIENTOS ESTACIONAMIENTOS Botallanta NPT-0.78 NPT-2.58 (22) PLANTA 1° PISO PLANTA 2° PISO PLANTA 2° SOTANO PLANTA 1° SOTANO sardinel h=0.10 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 P-1.00x2.10 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 P-1.00x2.10 -1.0 -1.0 P-1.00x2.10 -1.0 -1.0 Ducto -1.0 -1.0 DUCTO DE PRESURIZACION -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 metálica Rejilla -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 G.C.I NPT-3.88 1.25 x 0.65 m. expulsion de aire Proy. ducto de 0.80x 0.60 m. extracción de aire Proy. ducto de 0.45x 0.30 m. Proy. ducto de 0.45x 0.30 m. Proy. ducto de 0.45x 0.30 m. Proy. ducto de 0.85x 0.50 m. Proy. ducto de CISTERNA NPT-6.12 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 PISO EN PENDIENTE = 8% -1.0 3 A-08 A-09 A-07 A-07 A-06 1 2 2 3 4 A-07 A-07 A-09 5 A-08 A-06 1 4 0.45x 0.30 m. Proy. ducto de 0.45x 0.30 m. Proy. ducto de metálica Rejilla 0.60x 0.35 m. Proy. ducto de 0.75x 0.40 m. extracción de aire Proy. ducto de LIMITE DE PROPIEDAD LIMITE DE PROPIEDAD descarga de monox. Ducto de LIMITE DE PROPIEDAD metálica Rejilla metálica Rejilla LIMITE DE PROPIEDAD metálica Rejilla l = 12.05m. h = 1.08 m. % = 8.96 RAMPA VEHICULAR CIRCULACION NPT-3.66 LIMITE DE PROPIEDAD LIMITE DE PROPIEDAD NPT-2.58 CIRCULACION VEHICULAR l = 12.05m. h = 1.80 m. % = 14.9 RAMPA l = 12.05m. h = 1.08 m. % = 8.96 RAMPA l = 12.05m. h = 1.08 m. % = 8.96 RAMPA NPT-0.78 CIRCULACION VEHICULAR Rejilla metálica LIMITE DE PROPIEDAD metálica Rejilla LIMITE DE PROPIEDAD LIMITE DE PROPIEDAD LIMITE DE PROPIEDAD columna metálica CIRCULACION VEHICULAR Proy. techo Sardinel h=0.10 m. 7 8 9 6 5 1 3 2 3° piso Celosia HALL NPT+4.80 NPT+4.80 NPT+4.80 NPT+3.90 NPT+3.90 NPT+3.90 23 24 25 26 27 28 29 31 32 33 34 20 19 18 22 21 30 NPT+3.90 NPT+3.90 Celosia NPT+4.80 Baranda h=0.90 m. 4 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 DUCTO DE PRESURIZACION -1.0 -1.0 -1.0 -1.0 17 16 1 2 3 4 5 -1.0 -1.0 -1.0 11 10 13 12 ESTACIONAMIENTOS ESTACIONAMIENTOS NPT+5.70 -1.0 -1.0 -1.0 -1.0 VACIO -1.0 -1.0 P-1.00x2.10 -1.0 -1.0 -1.0 -1.0 P-1.00x2.10 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 G.C.I -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Murete h=0.45 m. -1.0 -1.0 -1.0 -1.0 -1.0 3 A-08 A-09 5 A-07 A-07 A-06 1 2 2 3 4 A-07 A-07 A-09 5 A-08 A-06 1 4 LIMITE DE PROPIEDAD l = 5.60 m. h = 0.37 m. % = 6.61 RAMPA l = 12.05 m. h = 1.80 m. % = 14.9 RAMPA columna metálica Proy. techo l = 12.05m. h = 0.90 m. % = 7.46 RAMPA Proy. techo CIRCULACION VEHICULAR LIMITE DE PROPIEDAD Proyecc. techo -1.0 -1.0 -1.0 -1.0 Parantes @1.50 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 V 0.80 1.73 2.10 V 2.64 0.70 0.60 -1.0 -1.0 -1.0 SUB ESTACION ELECTRICA -1.0 -1.0 5 A-09 5 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 puerta cortafuego puerta cortafuego puerta cortafuego ´ ´ ´ ´ ´ ´ ´ ´ ´ 5 ´ Proyeccion Escalera de Arriba \A1;.30 \A1;2.40 ESTACIONAMIENTOS -1.0 NPT+13.50 4° PISO \A1;3.45 \A1;.15 \A1;.30 CORTE 2 - 2 \A1;.15 \A1;2.73 \A1;.30 \A1;2.58 \A1;.30 \A1;3.30 1° SOTANO 1° PISO ±0.00 ±0.00 1° SOTANO ±0.00 2° PISO 1° PISO 30 31 32 38 39 37 36 \A1;2.73 40 41 42 43 44 29 28 27 26 25 24 23 16 19 20 18 17 21 22 3 4 2 1 5 6 1S \A1;2.88 \A1;3.60 \A1;1.08 \A1;.15 2S 2° SOTANO CISTERNA \A1;.30 ±0.00 \A1;2.58 EQUIPO DE EXTRACC. DE AIRE \A1;3.54 ±0.00 ±0.00 13 12 11 10 9 8 7 6 14 15 NPT+2.10 NPT+0.10 NPT+0.30 NPT+0.10 NPT-3.66 NPT-6.12 NPT-0.78 -1.0 \A1;.90 \A1;4.50 .30 -1.0 \A1;3.00 TANQUE ELEVADO -1.0 -1.0 -1.0 3° PISO 4° PISO 5° PISO 7° PISO AZOTEA NPT+10.50 NPT+13.50 3° PISO 4° PISO 5° PISO 6° PISO 7° PISO AZOTEA ±0.00 NPT+10.50 NPT+13.50 \A1;2.70 4 5 6 7 -1.0 -1.0 \A1;2.70 -1.0 .30 47 Malla metálica INYECC. AIRE EQUIPO 0.60x0.25 Escalera de gato Dumper SH. SH. Rejilla OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS 3 ±0.00 ±0.00 -1.0 3 4 2 1 5 6 8 9 7 10 ´ ´ ´ ´ ´ ´ ´ ´ ´ ´ 33 34 35 45 46 55 56 54 52 50 49 48 51 53 59 60 58 57 61 62 63 64 72 73 71 69 67 66 65 68 70 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 TANQUE ELEVADO CUARTO DE MAQUINAS OFICINAS OFICINAS NTT+22.50 NTT+30.35 NPT+27.70 NTT+25.00 NTT+29.40 NPT+27.00 INYECCION AIRE OFICINAS OFICINAS OFICINAS EQUIPO DE OFICINAS OFICINAS OFICINAS SH. OFICINAS OFICINAS OFICINAS -1.0 \A1;.80 \A1;1.00 -1.0 -1.0 OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS -1.0 -1.0 \A1;2.50 \A1;.40 \A1;.25 ±0.00 ±0.00 \A1;.20 \A1;.20 \A1;.10 \A1;.40 \A1;.80 \A1;.60 \A1;1.20 \A1;.60 \A1;.60 \A1;.60 \A1;.30 \A1;2.70 \A1;.30 \A1;2.70 \A1;.30 \A1;2.70 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 \A1;.30 \A1;.30 \A1;3.00 \A1;.30 \A1;2.70 \A1;3.00 \A1;.30 \A1;2.70 \A1;3.00 \A1;.30 \A1;2.70 \A1;2.30 \A1;2.30 \A1;.20 \A1;2.30 \A1;2.50 \A1;.20 \A1;7.85 \A1;.15 \A1;2.50 \A1;2.70 \A1;.30 \A1;3.00 6° PISO 6° PISO ±0.00 6 \A1;2.70 \A1;.30 OFICINAS OFICINAS ±0.00 2° PISO -1.0 -1.0 -1.0 -1.0 VACIO VACIO VACIO 48 49 50 51 52 53 54 55 58 59 60 41 42 43 44 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 56 57 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 45 3´ -1.0 SH. SH. -1.0 -1.0 -1.0 -1.0 -1.0 SH. SH. SH. SH. -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 SH. SH. PLANTA TIPICA ( DEL 2° PISO) -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Muro cortina ASCENSOR P-1.00x2.10 P-1.00x2.10 P-1.00x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-1.00x2.10 -1.0 -1.0 P-1.00x2.10 -1.0 -1.0 -1.0 -1.0 ASCENSOR -1.0 -1.0 -1.0 G.C.I -1.0 -1.0 -1.0 -1.0 -1.0 A 9 C E D -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 1 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 2 3 4 6 7 8 B -1.0 -1.0 A C E D -1.0 -1.0 1 2 3 4 6 7 8 9 -1.0 5 -1.0 5 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 -1.0 -1.0 -1.0 -1.0 -1.0 1 -1.0 2 3 4 6 7 8 -1.0 -1.0 -1.0 A C E B -1.0 -1.0 1 2 3 4 6 7 8 9 -1.0 5 -1.0 5 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 9 A \A1;5.08 \A1;5.08 3 A-08 A-08 A-09 A-09 5 5 A-07 A-07 A-06 A-06 1 1 2 2 3 4 4 A-07 A-07 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 VACIO VACIO VACIO 65 66 67 68 69 70 71 11 12 13 62 63 64 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 73 10 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 SH. SH. -1.0 -1.0 -1.0 -1.0 -1.0 SH. SH. SH. SH. -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 SH. SH. PLANTA TIPICA ( DEL 3° PISO AL 7° PISO) -1.0 -1.0 -1.0 -1.0 -1.0 ASCENSOR P-1.00x2.10 P-1.00x2.10 P-1.00x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-1.00x2.10 -1.0 -1.0 P-1.00x2.10 -1.0 -1.0 -1.0 -1.0 ASCENSOR -1.0 -1.0 -1.0 G.C.I -1.0 -1.0 -1.0 -1.0 -1.0 A 9 C E D -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 3 4 6 7 8 B -1.0 -1.0 A C E D -1.0 -1.0 1 2 3 4 6 7 8 9 -1.0 5 -1.0 5 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 3 4 6 7 8 -1.0 -1.0 -1.0 A C E B -1.0 -1.0 1 2 3 4 6 7 8 9 -1.0 5 -1.0 5 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 9 A \A1;5.08 \A1;5.08 3 A-08 A-08 A-09 A-09 5 5 A-07 A-07 A-06 A-06 1 1 2 2 3 4 4 A-07 A-07 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 VACIO VACIO VACIO 72 11 12 13 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 10 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 4 -1.0 SH. SH. -1.0 -1.0 -1.0 -1.0 -1.0 SH. SH. SH. SH. -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 SH. SH. PLANTA TIPICA -1.0 -1.0 -1.0 -1.0 -1.0 ASCENSOR P-1.00x2.10 P-1.00x2.10 P-1.00x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-1.00x2.10 -1.0 -1.0 P-1.00x2.10 -1.0 -1.0 -1.0 -1.0 ASCENSOR -1.0 -1.0 -1.0 G.C.I -1.0 -1.0 -1.0 -1.0 -1.0 9 C D -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 3 4 6 7 8 B -1.0 -1.0 A C E D -1.0 -1.0 1 2 3 4 6 7 8 9 -1.0 5 -1.0 5 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 3 4 6 7 8 -1.0 -1.0 -1.0 A C E B -1.0 -1.0 1 2 3 4 6 7 8 9 -1.0 5 -1.0 5 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 9 \A1;5.08 \A1;5.08 3 A-08 A-08 A-09 A-09 5 5 A-07 A-07 A-06 A-06 1 1 2 2 3 4 4 A-07 A-07 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 PLANTA 2° PISO PLANTA 3°AL 7° PISO -1.0 -1.0 DIBUJO : ESCALA : FECHA : DE : LAMINA : PLANO : PROPIETARIO : PROYECTO : arquitecto cap 2329 arquitecto HAA. A-04 10 PLANTA TÍPICA PLANTA AZOTEA 1/75 ENE 2007 1 2 OFICINA - 1 (Área: 95.05 m2) OFICINA - 2 (Área: 95.05 m2) OFICINA - 3 (Área: 74.53 m2) secc. var. dcto met. columna metálica HALL (Área: 28.67 m2) OFICINA - 4 (Área: 71.47 m2) 0.20x0.20 Pase en viga 0.20x0.20 Pase en viga OFICINA - 1 (Área: 95.05 m2) 0.20x0.20 Pase en viga 0.20x0.20 Pase en viga 0.20x0.20 Pase en viga OFICINA - 4 (Área: 71.47 m2) OFICINA - 4 (Área: 71.47 m2) secc. var. dcto met. secc. var. dcto met. columna metálica columna metálica HALL (Área: 28.67 m2) HALL (Área: 28.67 m2) OFICINA - 3 (Área: 74.53 m2) OFICINA - 3 (Área: 74.53 m2) OFICINA - 2 (Área: 95.05 m2) OFICINA - 2 (Área: 95.05 m2) V 0.00 7.40 3.00 V 0.80 3.17 1.50 V 0.80 3.17 1.50 V 0.80 1.75 1.50 V 0.80 7.08 1.50 V 1.90 0.20 0.40 V 0.80 7.08 1.50 V 0.80 3.17 1.50 V 0.80 1.75 1.50 V 0.80 3.17 1.50 V 1.90 0.375 0.40 V 0.00 7.40 3.00 V 0.00 7.40 3.00 V 0.00 7.40 3.00 V 0.80 3.17 1.50 V 0.80 1.75 1.50 V 0.80 3.17 1.50 V 0.80 7.08 1.50 V 0.80 7.08 1.50 V 1.90 0.20 0.40 V 0.80 7.08 1.50 V 0.80 3.17 1.50 V 0.80 1.75 1.50 V 0.80 3.17 1.50 V 1.90 0.375 0.40 V 1.90 0.375 0.40 V 0.00 7.40 3.00 -1.0 -1.0 46 47 -1.0 -1.0 -1.0 Baranda h=0.90 m. Murete h=0.45 m. 1` 18 17 16 -1.0 -1.0 -1.0 PLANTA 1° PISO NPT+0.30 / -1.50 NPT+0.10 BERMA -1.0 15.00 VEREDA NPT+0.10 -1.0 -1.0 NPT+0.30 NPT+0.30 ESPERA NPT+0.30 NPT+0.30 RECEPCION NPT+0.30 HALL DESPERDICIOS ACOPIO -1.0 NPT+0.10 -1.0 -1.0 NPT+0.30 NPT+0.30 15 NPT+2.10 NPT+2.10 15.00 40.00 NPT+2.10 25 33 34 35 24 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 14 Extracción mecánica -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 NPT+2.10 27 28 29 30 21 22 26 DUCTO DE PRESURIZACION -1.0 19 23 -1.0 31 32 -1.0 -1.0 ESTACIONAMIENTOS ESTACIONAMIENTOS Botallanta NPT+2.10 NPT+0.30 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 P-1.00x2.10 P-1.00x2.10 P-0.70x2.10 P-0.90x2.10 P-2.00x2.10 P-1.80x2.30 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Ducto -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 -1.0 -1.0 G.C.I -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 DISCAPACITADOS BAÑO -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 3 A-08 A-07 A-07 A-06 1 2 2 3 4 A-07 A-07 A-09 5 A-08 A-06 1 4 PROPIEDAD LIMITE DE VEHICULAR INGRESO techo Proyecc. l = 4.50 m. h = 0.20 m. % =4.44 RAMPA BLOCK GRAS RAMPA % = 8.33 h = 0.20 m. l = 2.40 m. Espejo de agua Proyecc. jardinera VEHICULAR INGRESO l = 4.50 m. h = 0.20 m. % = 4.44 RAMPA Proyecc. techo PROPIEDAD LIMITE DE columna metálica l = 12.05m. h = 1.80 m. % = 14.9 RAMPA VEHICULAR CIRCULACION l = 12.05m. h = 1.08 m. % = 8.96 RAMPA -1.0 -1.0 -1.0 -1.0 V 1.65 0.45 0.45 V 0.40 0.80 2.50 V 0.40 0.80 2.50 -1.0 -1.0 -1.0 A-09 5 A-09 5 36 37 38 46 47 -1.0 -1.0 -1.0 HALL OFICINAS OFICINAS OFICINAS futuro falso cielo \A1;4.50 HALL OFICINAS OFICINAS OFICINAS futuro falso cielo \A1;.70 \A1;.70 \A1;.80 \A1;.30 \A1;1.00 .80 HALL OFICINAS OFICINAS OFICINAS futuro falso cielo HALL OFICINAS OFICINAS OFICINAS futuro falso cielo HALL OFICINAS OFICINAS OFICINAS futuro falso cielo \A1;4.20 \A1;4.20 OFICINAS OFICINAS OFICINAS -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Murete h=0.45 m. PLANTA 1° PISO NPT+0.30 / -1.50 15.00 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 3 A-07 A-07 2 2 3 A-07 A-07 A-09 5 A-08 A-06 1 4 5 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 3 6 -1.0 -1.0 D -1.0 -1.0 -1.0 -1.0 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 -1.0 -1.0 2 3 4 6 7 8 -1.0 -1.0 A C E B -1.0 -1.0 1 2 3 4 6 7 8 9 -1.0 5 -1.0 5 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 9 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 3 6 -1.0 -1.0 D -1.0 -1.0 -1.0 -1.0 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 -1.0 -1.0 2 3 4 6 7 8 -1.0 -1.0 A C E B -1.0 -1.0 1 2 3 4 6 7 8 9 -1.0 5 -1.0 5 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 9 \A1;4.65 \A1;4.65 \A1;4.65 \A1;4.65 4 1 -1.0 -1.0 -1.0 1 -1.0 Murete h=0.45 m. 40.00 15.00 PLANTA 1° SOTANO NPT-2.58 / -0.78 40.00 18 19 5 6 9 10 11 13 14 15 12 16 17 7 8 3 A-08 A-09 A-07 A-07 A-06 1 2 2 3 4 A-07 A-07 A-09 5 A-08 A-06 1 4 SUB ESTACION ELECTRICA 5 A-09 5 3 A-08 A-09 5 A-07 A-07 A-06 1 2 2 3 4 A-07 A-07 A-09 5 A-08 A-06 1 4 7 8 9 4 10 4 \A1;4.25 \A1;5.00 \A1;6.30 \A1;6.30 \A1;7.13 \A1;4.40 \A1;7.13 \A1;2.08 \A1;20.53 \A1;6.30 \A1;7.13 \A1;4.40 \A1;7.13 \A1;5.05 \A1;2.20 \A1;7.13 \A1;7.13 \A1;7.13 \A1;7.13 \A1;7.13 \A1;7.13 \A1;0.20 \A1;0.25 \A1;0.05 \A1;0.20 \A1;0.25 \A1;0.05 \A1;0.20 \A1;0.25 \A1;0.05 \A1;4.80 \A1;6.60 \A1;5.33 \A1;3.98 \A1;6.60 \A1;5.30 \A1;4.80 \A1;6.60 \A1;3.98 \A1;6.60 \A1;5.30 \A1;5.08 \A1;5.08 \A1;2.43 \A1;2.43 \A1;2.75 \A1;2.75 \A1;2.43 \A1;5.08 \A1;5.08 \A1;5.30 \A1;5.33 \A1;2.43 \A1;5.08 \A1;5.08 \A1;2.43 \A1;2.43 \A1;2.75 \A1;2.75 \A1;1.25 \A1;.90 \A1;.95 \A1;.90 \A1;.95 \A1;.90 \A1;1.25 \A1;1.05 \A1;1.25 \A1;1.25 \A1;.90 \A1;.95 \A1;.90 \A1;.95 \A1;.90 \A1;1.25 \A1;.85 \A1;.85 \A1;1.05 \A1;1.25 \A1;.85 \A1;.85 \A1;.85 \A1;.75 \A1;1.00 \A1;.85 \A1;.75 \A1;1.00 \A1;.85 \A1;.75 \A1;.80 \A1;.80 \A1;.85 \A1;.85 \A1;.85 \A1;.75 \A1;.80 \A1;.80 \A1;.85 \A1;1.05 \A1;.85 \A1;.85 \A1;1.05 \A1;.85 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;.85 \A1;.75 \A1;0.10 ó 0.15 \A1;0.25 \A1;4.80 \A1;6.60 \A1;5.33 \A1;3.98 \A1;6.60 \A1;5.30 \A1;4.80 \A1;6.60 \A1;3.98 \A1;6.60 \A1;5.30 \A1;2.75 \A1;2.43 \A1;5.08 \A1;5.08 \A1;5.30 \A1;2.43 \A1;2.75 \A1;6.60 \A1;2.75 \A1;5.33 \A1;2.75 \A1;6.60 \A1;2.75 \A1;5.33 \A1;2.75 \A1;1.25 \A1;1.05 \A1;.90 \A1;1.25 \A1;1.25 \A1;1.00 \A1;1.00 \A1;.70 \A1;.85 \A1;.70 \A1;1.20 \A1;.70 \A1;1.00 \A1;.70 \A1;.85 \A1;.70 \A1;.70 \A1;1.00 \A1;.25 \A1;.20 \A1;.85 \A1;.85 \A1;.85 \A1;.85 \A1;1.05 \A1;.90 \A1;.90 \A1;1.05 \A1;.90 \A1;1.05 \A1;.85 \A1;.85 \A1;1.25 \A1;.70 \A1;1.15 \A1;.70 \A1;1.15 \A1;.70 \A1;1.15 \A1;.70 \A1;1.15 \A1;.65 \A1;.95 \A1;.65 \A1;.95 \A1;.60 \A1;.80 \A1;.95 \A1;.65 \A1;.65 \A1;.95 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;.85 \A1;.85 \A1;1.20 \A1;5.08 \A1;5.08 \A1;2.43 \A1;2.43 \A1;5.08 \A1;5.08 \A1;2.43 \A1;2.43 \A1;5.08 \A1;5.08 \A1;2.43 \A1;2.43 \A1;5.08 \A1;5.08 \A1;2.43 \A1;2.43 \A1;Variable \A1;.45 \A1;Variable (0.90 a 0.70) \A1;.45 \A1;Variable \A1;Variable \A1;3.40 \A1;0.05 \A1;0.3 \A1;0.1 \A1;0.1 \A1;0.05 \A1;0.2 \A1;0.25 \A1;0.2 \A1;0.05 \A1;0.15 \A1;0.1 \A1;0.25 \A1;1.00 \A1;.60 \A1;.80 \A1;0.3 \A1;0.1 \A1;0.2 \A1;0.05 \A1;0.2 \A1;1.95 \A1;1.87 \A1;1.88 \A1;1.80 \A1;1.80 \A1;4.70 \A1;4.70 \A1;.80 \A1;.60 \A1;.80 \A1;.60 \A1;4.70 \A1;4.70 \A1;.80 \A1;.40 \A1;.80 \A1;.40 \A1;.80 \A1;4.72 \A1;2.72 \A1;4.74 \A1;1.45 \A1;1.45 \A1;7.03 \A1;7.03 \A1;4.70 \A1;4.70 \A1;.80 \A1;.80 \A1;7.13 \A1;7.13 \A1;.30 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;.40 \A1;.20 \A1;.25 \A1;.20 \A1;.25 \A1;4.72 \A1;4.74 \A1;.25 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;.40 \A1;.90 \A1;.90 \A1;4.70 \A1;4.70 \A1;1.00 \A1;1.00 \A1;4.70 \A1;4.70 \A1;1.20 \A1;1.20 \A1;4.72 \A1;2.72 \A1;4.74 \A1;1.40 \A1;1.40 \A1;4.70 \A1;4.70 \A1;.30 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;.40 \A1;4.72 \A1;3.14 \A1;.25 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;.40 \A1;.25 \A1;4.72 \A1;2.72 \A1;4.74 \A1;.25 \A1;1.10 \A1;.80 \A1;.80 \A1;.25 \A1;.25 \A1;.40 \A1;4.74 \A1;4.70 \A1;4.70 0,5 9,15 0,5 -1831.238191566476 -1831.238191566476 -1831.238191566476 3/8"@0.20" 3/8"@0.20" 6 1" 6 1" 1 3/8"@0.20 1 3/8"@0.20 1 3/8"@0.20 1 3/8"@0.20 \A1;0.50 \A1;9.15 \A1;0.50 \A1;0.60 \A1;11.70 \A1;0.60 \A1;0.40 \A1;4.55 \A1;0.20 \A1;1.37 \A1;0.55 \A1;4.20 .50 .10 .50 .15 1.00 \A1;4.20 .60 .10 1.10 \A1;.10 \A1;4.20 .60 .05 1.00 \A1;.10 .60 .05 1.00 \A1;1.75 \A1;1.75 \A1;.10 \A1;4.20 1.00 .05 .05 \A1;1.75 \A1;1.75 \A1;.10 \A1;4.20 .05 \A1;1.75 \A1;1.75 \A1;4.20 .05 .05 \A1;2.00 \A1;2.20 \A1;0.10 \A1;0.10 \A1;.54 \A1;0.20 \A1;0.15 \A1;.05 \A1;.60 \A1;.50 \A1;.10 \A1;.20 \A1;.05 \A1;.60 \A1;.50 \A1;.10 \A1;.20 \A1;0.90 \A1;0.25 \A1;0.95 \A1;1.47 \A1;1.47 \A1;1.47 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.60 \A1;0.30 \A1;0.05 \A1;0.60 \A1;0.60 \A1;Ver planta \A1;.60 \A1;0.05 \A1;0.70 \A1;Var. \A1;Ver planta \A1;1.00 \A1;.50 \A1;.54 \A1;.49 \A1;.49 \A1;.50 \A1;0.30 \A1;1.30 \A1;.30 \A1;.90 \A1;.30 \A1;.90 \A1;0.30 \A1;1.50 \A1;1.40 \A1;0.25 \A1;0.95 \A1;0.95 \A1;0.90 \A1;0.20 \A1;.25 \A1;.20 \A1;0.50 \A1;0.30 \A1;0.60 \A1;.60 \A1;.50 (TIP.) \A1;0.70 \A1;0.05 \A1;0.70 \A1;0.05 \A1;2.20 \A1;.70 \A1;.05 \A1;.70 \A1;.05 \A1;.70 \A1;1.80 \A1;1.80 \A1;.30 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.40 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.80 \A1;1.80 \A1;.30 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.40 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.80 \A1;1.80 \A1;.30 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.40 \A1;1.10 \A1;1.10 \A1;1.80 \A1;1.80 \A1;.30 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.40 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;.25 \A1;.25 \A1;.40 \A1;1.30 \A1;1.80 \A1;1.80 \A1;1.20 \A1;1.00 \A1;1.00 \A1;.25 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;.40 \A1;1.80 \A1;1.80 \A1;.30 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.40 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;.50 \A1;.80 \A1;.30 \A1;1.75 \A1;3.10 \A1;1.25 \A1;2.72 \A1;.80 \A1;.25 \A1;.25 \A1;.40 \A1;1.60 \A1;1.30 \A1;1.00 \A1;1.00 \A1;.25 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;.40 \A1;5.05 \A1;.30 \A1;.20 \A1;.25 \A1;.40 \A1;2.72 \A1;.80 \A1;.25 \A1;.25 \A1;.40 \A1;1.75 \A1;.15 \A1;.25 \A1;.25 \A1;.40 \A1;.15 \A1;.25 \A1;.40 \A1;4.80 \A1;6.60 \A1;5.33 \A1;3.98 \A1;6.60 \A1;4.65 \A1;5.30 \A1;4.80 \A1;6.60 \A1;3.98 \A1;6.60 \A1;4.65 \A1;5.30 \A1;5.08 \A1;5.08 \A1;2.43 \A1;2.43 \A1;2.75 \A1;2.75 \A1;2.43 \A1;4.65 \A1;5.08 \A1;5.08 \A1;5.30 \A1;5.33 \A1;2.43 \A1;5.08 \A1;5.08 \A1;2.43 \A1;2.43 \A1;2.75 \A1;2.75 \A1;4.80 \A1;6.60 \A1;5.33 \A1;3.98 \A1;6.60 \A1;4.65 \A1;5.30 \A1;4.80 \A1;6.60 \A1;3.98 \A1;6.60 \A1;4.65 \A1;5.30 \A1;5.08 \A1;5.08 \A1;2.43 \A1;2.43 \A1;2.75 \A1;2.75 \A1;2.43 \A1;4.65 \A1;5.08 \A1;5.08 \A1;5.30 \A1;5.33 \A1;2.43 \A1;5.08 \A1;5.08 \A1;2.43 \A1;2.43 \A1;2.75 \A1;2.75 \A1;.15 \A1;.17 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.80 \A1;1.80 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.80 \A1;1.80 \A1;4.20 \A1;4.20 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.60 \A1;1.80 \A1;1.80 \A1;.60 \A1;2.00 \A1;2.00 \A1;1.60 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.60 \A1;.72 \A1;.17 \A1;.17 \A1;2.00 \A1;1.60 \A1;2.00 \A1;1.60 \A1;1.60 \A1;5.00 \A1;7.68 \A1;.25 \A1;6.00 \A1;0.17 \A1;1.00 \A1;.45 \A1;1.20 \A1;1.20 \A1;.45 \A1;.60 \A1;.60 \A1;1.15 \A1;.35 \A1;.60 \A1;.35 \A1;.60 \A1;1.55 \A1;1.85 \A1;1.85 \A1;1.35 \A1;1.65 \A1;15.00 \A1;1.20 \A1;.45 \A1;1.20 \A1;.45 \A1;1.15 \A1;.35 \A1;.60 \A1;.35 \A1;1.55 \A1;1.55 \A1;1.65 \A1;1.35 \A1;1.15 \A1;1.15 \A1;3.80 \A1;3.05 \A1;4.40 \A1;3.65 \A1;4.55 \A1;3.75 \A1;2.40 \A1;2.15 \A1;1.95 \A1;2.20 \A1;1.25 \A1;.61 \A1;1.20 \A1;.60 \A1;.30 \A1;.60 \A1;.05 \A1;.50 \A1;.50 \A1;1.25 181.8205538684147 C-1 181.8205538684147 C-2 C-4 C-5 d3/4"@.175 181.8205538684147 d3/4"@.175 d1"@.25 d1"@.25 d1"@.25 d1"@.25 181.8205538684147 181.8205538684147 181.8205538684147 181.8205538684147 181.8205538684147 181.8205538684147 d1/2"@.175 d1/2"@.175 VC-01 (0.50x1.00) VC-02 (0.60x1.10) VC-03 (0.50x1.00) VC-04 (0.60x1.00) VC-05 (0.60x1.00) (0.60x1.00) VC-04 1 1 3 3 3 3 3 3 1 1 1 1 4 4 6 6 5 5 7 7 2 2 181.8205538684147 181.8205538684147 181.8205538684147 181.8205538684147 181.8205538684147 181.8205538684147 181.8205538684147 181.8205538684147 181.8205538684147 181.8205538684147 181.8205538684147 181.8205538684147 181.8205538684147 181.8205538684147 181.8205538684147 181.8205538684147 181.8205538684147 181.8205538684147 181.8205538684147 Z-1 H=0.70 NFZ=-3.88 Z-2 H=0.85 NFZ=-3.88 NFFZ=-6.72 Z-3 H=0.90 NFZ=-4.86 Z-4 H=0.60 NFZ=-4.86 Z-5 H=0.70 NFZ=-3.88 PLACA-1 PLACA-2 Z-6 H=0.70 NFZ=-4.86 Z-5 H=0.70 NFZ=VAR.-3.88/-4.86 Z-6 H=0.70 NFZ=-4.86 PLACA-1 PLACA-2 CIMENTACION (Esc. 1/100) 181.8205538684147 181.8205538684147 NFP=-2.58 E E 11d1" NFZ=-7.12 4d1" 3/8"d:1@.05,RTO.@.30 C/E 181.8205538684147 VC-03 (0.50x1.00) 181.8205538684147 181.8205538684147 2d1"(adicionales) 181.8205538684147 181.8205538684147 1d5/8" (ambas caras) 2d1"(adicionales) ver Ø muro cisterna Abertura de inspección 0.70x0.60m. verdplanta PLACA 1 MURO DE 181.8205538684147 181.8205538684147 NFC=-3.88 Solado d1/2"@0.20 CONTENCION MURO DE CONTENCION d1/2"@0.20 181.8205538684147 181.8205538684147 CORTE 6-6 NFC=-4.86 ver Ø muro cisterna 2d1"(adicionales) 181.8205538684147 NFC=-4.86 \A1;1.55 \A1;1.35 \A1;1.85 \A1;1.85 \A1;1.35 \A1;1.65 \A1;1.25 \A1;.61 \A1;1.20 \A1;0.60 \A1;0.05 \A1;0.50 \A1;0.50 \A1;15.00 \A1;1.20 \A1;.45 \A1;1.20 \A1;.45 \A1;1.15 \A1;.35 \A1;.60 \A1;.35 \A1;1.55 \A1;1.55 \A1;1.65 \A1;1.15 \A1;1.15 \A1;3.80 \A1;3.05 \A1;4.40 \A1;3.65 \A1;4.55 \A1;3.75 \A1;2.40 \A1;2.15 \A1;1.95 \A1;2.20 \A1;.60 \A1;.30 \A1;1.25 \A1;4.10 \A1;.65 \A1;1.00 \A1;7.00 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.98 \A1;.60 \A1;4.43 \A1;.25 \A1;1.75 \A1;1.10 \A1;1.00 \A1;.65 \A1;1.75 \A1;1.10 \A1;.20 \A1;.25 \A1;.40 \A1;.40 \A1;1.20 \A1;.25 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;.25 \A1;.40 \A1;3.10 \A1;1.25 \A1;.15 \A1;.25 \A1;.40 \A1;.80 \A1;4.20 \A1;6.00 \A1;1.60 \A1;4.20 \A1;6.00 \A1;1.60 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.30 -864.0835911031197 REFUERZO HORIZONTAL EN TABIQUES DE ALBAÑILERIA 2 alambres #08@ 3 hiladas Endentado de 5 cm \A1;0.30 \A1;0.20 \A1;Maximo 2.00mt. \A1;0.20 \A1;0.20 \A1;.17 \A1;0.70 \A1;0.10 \A1;0.25 \A1;0.20 \A1;0.20 H \A1;h 2 h/3 h/6 h/6 L L \A1;H \A1;H/6 \A1;2H/3 \A1;H/6 \A1;Le \A1;Le \A1;.30 \A1;2.70 \A1;.30 \A1;3.00 \A1;2.10 \A1;2.70 \A1;.30 \A1;.30 \A1;.80 \A1;1.50 \A1;.40 \A1;.80 \A1;.90 \A1;7.08 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;.30 \A1;.80 \A1;3.00 \A1;.40 \A1;.30 \A1;2.30 \A1;2.30 \A1;2.70 \A1;4.20 \A1;4.50 \A1;.30 \A1;4.20 \A1;2.66 \A1;2.70 \A1;.30 \A1;2.18 \A1;.48 \A1;.22 \A1;2.88 \A1;2.10 \A1;.30 \A1;2.70 \A1;2.30 \A1;.40 \A1;.30 \A1;3.00 \A1;.70 \A1;2.30 \A1;.40 \A1;.40 \A1;2.90 \A1;.48 \A1;2.18 \A1;.45 \A1;4.20 \A1;2.88 \A1;.22 \A1;.25 \A1;.40 \A1;.30 \A1;2.30 \A1;.40 \A1;.30 \A1;3.00 \A1;.80 \A1;1.50 \A1;.40 \A1;.80 \A1;.80 \A1;1.50 \A1;.40 \A1;.80 \A1;.80 \A1;1.50 \A1;.40 \A1;.80 \A1;.80 \A1;1.50 \A1;.40 \A1;.80 \A1;.80 \A1;1.50 \A1;.40 \A1;.80 \A1;2.30 \A1;.40 \A1;.30 \A1;3.00 \A1;2.30 \A1;.40 \A1;.30 \A1;3.00 \A1;2.30 \A1;.40 \A1;.30 \A1;3.00 \A1;2.30 \A1;.40 \A1;.30 \A1;3.00 \A1;2.70 \A1;.30 \A1;2.70 \A1;.30 \A1;2.70 \A1;.30 \A1;2.70 \A1;.30 \A1;2.70 \A1;.30 \A1;3.34 \A1;.30 \A1;3.70 \A1;2.18 \A1;.48 \A1;2.88 \A1;.22 \A1;.30 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;.48 \A1;.22 \A1;2.18 \A1;.22 \A1;3.16 \A1;.20 \A1;.80 \A1;.40 \A1;.30 \A1;.22 \A1;2.18 \A1;.30 \A1;.22 \A1;2.18 \A1;.48 \A1;.22 \A1;2.10 \A1;2.10 \A1;.30 \A1;2.70 \A1;.60 \A1;2.10 \A1;.60 \A1;.48 \A1;3.80 \A1;2.18 \A1;4.20 \A1;.80 \A1;.30 \A1;2.90 \A1;.48 \A1;2.18 \A1;2.18 \A1;.48 \A1;2.88 \A1;.22 \A1;.90 \A1;9.45 \A1;4.50 \A1;.25 \A1;.70 \A1;.50 \A1;.80 \A1;.80 \A1;12.90 \A1;.60 \A1;4.40 \A1;1.50 \A1;.55 \A1;.60 \A1;5.40 \A1;.30 \A1;.70 \A1;.70 \A1;4.60 \A1;3.80 \A1;.40 \A1;.70 \A1;.30 \A1;2.30 \A1;.40 \A1;.30 \A1;2.30 \A1;.15 \A1;.60 \A1;3.70 \A1;3.70 \A1;.25 \A1;.30 \A1;.25 \A1;.30 \A1;.30 \A1;.80 \A1;.80 \A1;4.92 \A1;2.13 \A1;.80 \A1;2.19 \A1;4.93 \A1;.60 \A1;.60 \A1;1.15 \A1;.35 \A1;.35 \A1;.60 \A1;1.20 \A1;.45 \A1;.45 \A1;1.20 \A1;.60 \A1;.60 \A1;.35 \A1;1.15 \A1;.35 \A1;.60 \A1;.90 \A1;.45 \A1;.45 \A1;.90 \A1;.60 \A1;.60 \A1;.35 \A1;1.15 \A1;.35 \A1;.60 \A1;.45 \A1;.90 \A1;.90 \A1;.45 \A1;.35 \A1;1.15 \A1;.45 \A1;.70 \A1;.45 \A1;.70 \A1;.40 \A1;.35 \A1;.70 \A1;.40 \A1;.70 \A1;.60 \A1;3.80 \A1;12.90 \A1;3.70 \A1;10.10 \A1;.20 \A1;10.10 \A1;.25 \A1;.30 \A1;.22 \A1;2.18 \A1;.48 \A1;2.18 \A1;.48 \A1;.22 \A1;2.88 \A1;2.10 \A1;2.70 \A1;3.00 \A1;3.00 \A1;.60 \A1;.60 \A1;.80 \A1;11.78 \A1;11.78 \A1;.22 \A1;1.73 \A1;1.74 \A1;2.36 \A1;2.35 \A1;2.60 \A1;2.60 \A1;.48 \A1;.48 \A1;.48 \A1;3.29 \A1;1.59 \A1;7.08 \A1;6.525 \A1;.50 \A1;7.08 \A1;3.70 \A1;.20 \A1;1.30 \A1;3.34 \A1;2.24 \A1;.10 \A1;.60 \A1;.40 \A1;.40 \A1;1.00 \A1;.30 \A1;.80 \A1;2.18 \A1;.22 \A1;2.18 \A1;.40 \A1;2.18 \A1;.22 \A1;2.18 \A1;3.00 \A1;.80 \A1;1.50 \A1;.40 \A1;.80 \A1;.80 \A1;1.50 \A1;.40 \A1;.80 \A1;.80 \A1;1.50 \A1;.40 \A1;.80 \A1;.80 \A1;1.50 \A1;.40 \A1;.80 \A1;.80 \A1;1.50 \A1;.40 \A1;.80 \A1;2.70 \A1;.30 \A1;2.70 \A1;.30 \A1;2.70 \A1;.30 \A1;2.70 \A1;.30 \A1;2.70 \A1;.30 \A1;2.70 \A1;.30 \A1;2.30 \A1;.40 \A1;.30 \A1;2.30 \A1;.40 \A1;.30 \A1;2.30 \A1;.40 \A1;.30 \A1;2.30 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.22 \A1;.80 \A1;1.50 \A1;.80 \A1;.80 \A1;1.50 \A1;.40 \A1;.80 \A1;.80 \A1;1.50 \A1;.40 \A1;.80 \A1;.80 \A1;1.50 \A1;.40 \A1;.80 \A1;2.30 \A1;.40 \A1;.30 \A1;2.30 \A1;.40 \A1;.30 \A1;2.30 \A1;.40 \A1;.30 \A1;2.30 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.30 \A1;2.70 \A1;.30 \A1;2.70 \A1;.30 \A1;2.70 \A1;.30 \A1;2.70 \A1;.30 \A1;2.70 \A1;.30 \A1;0.25 \A1;0.05 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.05 \A1;.95 \A1;.55 \A1;.70 \A1;1.70 \A1;3.40 \A1;2.80 \A1;1.90 \A1;1.35 \A1;1.35 \A1;.15 \A1;.80 \A1;.55 \A1;0.20 \A1;0.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;2.20 \A1;1.80 \A1;1.80 \A1;7.03 \A1;7.03 \A1;.40 \A1;.50 \A1;.50 \A1;9.15 \A1;0.50 \A1;0.50 \A1;.38 \A1;.38 \A1;3.65 \A1;4.40 \A1;.03 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;5.08 \A1;5.08 \A1;5.08 \A1;5.08 \A1;5.08 \A1;5.08 \A1;5.08 \A1;5.08 \A1;5.08 \A1;5.08 \A1;5.08 \A1;5.08 A 9 C E D 5 5 5 5 5 5 5 5 5 5 5 2 3 4 6 7 8 B 5 5 A C E D 5 5 2 3 4 6 7 8 9 5 5 5 5 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 5 5 5 5 5 2 3 4 6 7 8 5 5 5 A C E B 5 5 2 3 4 6 7 8 9 5 5 5 5 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 9 A \A1;6.60 \A1;5.08 \A1;5.08 \A1;2.42 \A1;2.42 \A1;5.08 \A1;5.08 \A1;2.42 \A1;2.42 5 d3/8" 5 5 5 5 5 d3/8" 5 d3/8" d3/8" d3/8" d3/8" d3/8" 5 5 d3/8" 5 d3/8" 5 5 5 5 5 d3/8" 5 5 5 d3/8" d3/8" d3/8" d3/8" 5 5 d3/8" 5 5 d3/8" d3/8" d3/8" d3/8" 5 5 d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" 5 5 5 d3/8" d3/8" d3/8" d3/8" d3/8" 5 5 5 d3/8" d3/8" d3/8" d3/8" 5 5 5 5 d3/8" d3/8" d3/8" d3/8" 5 5 5 5 d3/8" d3/8" 5 5 5 d3/8" d3/8" 5 5 5 5 5 5 5 5 5 NPT (Ver planta) 2d3/8" 1 d1/4":@.10 (anclan .20m en losa adyacente) 0.10 ó 0.15 0.25 CORTE 1-1 MALLA 6 mmd@.25 DOBLAN .15m EN EXTREMOS 0.3 0.1 0.1 0.05 0.2 MALLA 6mmd@.25 DOBLAN .15m EN EXTREMOS 0.25 0.2 0.05 0.15 0.1 DOBLAN .15m EN EXTREMOS 0.25 1.00 DETALLE DE ENSANCHE ALTERNADO EN ALIGERADO TÍPICO (h=0.25m.) A 9 C E D 5 5 5 5 5 5 5 5 5 5 5 2 3 4 8 B 2 3 4 6 7 8 9 5 5 5 5 5 5 2 3 4 8 5 2 3 4 6 7 8 9 5 5 9 A C-6 5 6 7 5 5 5 6 7 5 5 5 6 7 5 5 5 6 7 5 5 5 d3/8" d1/2" d3/8" 5 5 d3/8" 5 d3/8" d3/8" d3/8" d3/8" d1/2" 5 PLACA-6 b b a a d3/8" d3/8" 5 d1/2" d3/8" d3/8" d1/2" d3/8" 5 5 5 d1/2" d3/8" d3/8" d1/2" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d1/2" d1/2" d3/8" d1/2" d3/8" 5 5 5 5 5 5 d1/2" d1/2" d3/8" d1/2" d3/8" 5 5 5 5 5 5 5 d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d1/2" d3/8" 5 5 d3/8" 5 5 5 5 d3/8" 5 5 5 5 d3/8" d3/8" 5 5 5 5 5 5 5 d1/2" d3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A C D A C E B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Variable 5 Variable (0.90 a 0.70) 5 Variable Variable MALLA 6mmd@.25 DOBLAN .15m EN EXTREMOS 0.3 0.1 0.2 0.05 0.2 DETALLE DE ALIGERADO TÍPICO h=0.25m. CON VIGUETA DOBLE MALLA 3/8d@.20 DOBLAN .15m EN EXTREMOS 5 0.05 1 1 NPT (Ver planta) 3d1/2" d3/8":1@0.05,4@0.10,rto@0.25m Doblan 0.15m en extremos 0.20 0.25 CORTE 2-2 0.05 d3/8" d1/2" d8mm d5/8" NPT (Ver planta) 2d5/8"+1d1/2" (anclan .40m en losa adyacente) 0.20 0.25 CORTE 3-3 0.05 2d3/8" NPT (Ver planta) 2d5/8"+1d1/2" (anclan .40m en losa adyacente) 0.20 0.25 CORTE 4-4 0.05 2d5/8"+1d1/2" 2d3/8" 5 5 5 1d1" 2d1" 2d1" 2d1" 2d1" 1@0.05, 8@0.15, rto@0.25m 1@0.05, 8@0.15, rto@0.25m VIGA V-102 (0.30x0.65) 1º al 6º PISO 2d1" 2d1" 2d1" 2d1" 2d1" 1@0.05, 8@0.15, rto@0.25m 1@0.05, 8@0.15, rto@0.25m 5 5 5 5 1d1" 1d1" 1d3/4" 5 5 5 5 1d1" 2d1" 2d1" 2d1" 2d1" 1@0.05, 8@0.15, rto@0.25m 1@0.05, 8@0.15, rto@0.25m 5 5 1d3/4" 1d3/4" 1d3/4" 5 5 5 5 VIGA V-103 (0.30x0.65) 1º al 6º PISO VIGA V-104 (0.30x0.65) 1º al 6º PISO 2d3/4" 2d1" 2d1" 2d3/4" 1@0.05, 8@0.15, rto@0.25m 1@0.05, rto@0.15 VIGA V-306 (0.25x0.65) 3º al 6º PISO 2d3/4" 1d1" 5 1@0.05, 8@0.15, rto@0.25m 1d3/4" 2d3/4" 2d1" 2d1" 2d3/4" 1@0.05, 8@0.15, rto@0.25m 1@0.05, rto@0.15 VIGA V-106 (0.25x0.65) 1º al 2º PISO 2d3/4" 1d1" 1@0.05, 8@0.15, rto@0.25m 5 5 5 1d1" 2d1" 2d1" 2d1" 1@0.05, 8@0.15, rto@0.25m 1@0.05, 8@0.15, rto@0.25m VIGA V-107 (0.30x0.65) 1º al 6º PISO 5 5 5 5 2d1" 5 5 1d3/4" 1d3/4" 1d1/2" 2d1/2" 2d1/2" 2d1/2" 1@0.05, 8@0.15, rto@0.25m 1@0.05, 8@0.15, rto@0.25m VIGA VCH-101/107 (0.20x0.25) 1º al 7º PISO 5 5 2d1/2" 5 5 5 5 5 5 5 5 A-A B-B A A B B 5 5 5 5 5 5 A-A B-B A A B B 5 5 5 5 5 5 A-A B-B A A B B 5 5 5 A-A A A B B 5 5 5 5 5 5 A-A B-B A A B B 5 5 5 B-B A A A-A 5 5 B B B-B 5 5 2d3/4" 2d3/4" 2d3/4" 1@0.05, 9@0.125, rto@0.25m VIGA V-105A (0.25x0.65) 1º al 6º PISO 1@0.05, 8@0.15, rto@0.25m 5 5 5 5 5 B-B B B 5 5 5 A-A VIGA V-105B (0.25x0.65) 1º al 2º PISO 2d5/8" A A 1d3/4" 2d3/4" 2d1" 2d1" 2d3/4" 1@0.05, 8@0.15, rto@0.25m 1@0.05, 8@0.15, rto@0.25m VIGA V-702 (0.30x0.65) 7º PISO 2d1" 2d1" 2d1" 2d1" 1@0.05, 8@0.15, rto@0.25m 1@0.05, 8@0.15, rto@0.25m 5 5 5 5 1d3/4" 1d3/4" 1d3/4" 5 5 2d3/4" 2d1" 2d1" 2d3/4" 1@0.05, 8@0.15, rto@0.25m 1@0.05, 8@0.15, rto@0.25m 5 5 1d3/4" 1d3/4" 1d3/4" 5 5 VIGA V-703 (0.30x0.65) 7º PISO VIGA V-704 (0.30x0.65) 7º PISO 2d3/4" 2d3/4" 2d3/4" 2d3/4" 1@0.05, 8@0.15, rto@0.25m 1@0.05, rto@0.15 VIGA V-706 (0.25x0.65) 7º PISO 2d3/4" 1d5/8" 1@0.05, 8@0.15, rto@0.25m 5 5 5 1d1/2" 2d3/4" 2d3/4" 2d3/4" 1@0.05, 12@0.10, rto@0.25m 1@0.05, 12@0.10, rto@0.25m VIGA V-707 (0.30x0.65) 7º PISO 5 5 2d3/4" 5 5 1d3/4" 1d3/4" 5 5 5 5 5 5 A-A B-B A A B B 5 5 5 5 5 5 A-A B-B A A B B 5 5 5 5 5 5 A-A B-B A A B B 5 5 5 A-A A A B B 5 5 5 5 5 5 A-A B-B A A B B 5 5 5 B-B 2d3/4" 2d1" 2d5/8" 1@0.05, 9@0.125, rto@0.25m VIGA V-705A (0.25x0.65) 7º PISO 1@0.05, 9@0.125, rto@0.25m 5 5 5 5 5 B-B B B 5 5 5 A-A VIGA V-305B (0.25x0.65) 3º al 6º PISO 2d5/8" A A 2d3/4" 5 5 5 A-A 5 B-B 5 5 5 A A B B C C 5 C-C 5 1d3/4" 5 5 1d5/8" 2d3/4" 2d1" 1@0.05, 8@0.15, rto@0.25m 5 5 5 C-C C C VIGA V-705B (0.25x0.65) 7º PISO 5 5 5 1d3/4" 1d3/4" 6 1" 1 3/8"@0.20 1 3/8"@0.20 3/8"@0.20cm (Piso 1 y 2) 6 1" +2 3/8"1@0.05, 1 3/8"@0.20cm 3/8"@0.225cm (Piso 3 y 4) 3/8"@0.25cm (Piso 5 al 7) (Pisos 1 y 2) 3/8"@0.20cm (Piso 1 y 2) 3/8"@0.225cm (Piso 3 y 4) 3/8"@0.25cm (Piso 5 al 7) 2 3/4" 1 3/8"@0.225cm 1 3/8"@0.225cm (Pisos 3 y 4) + 4 1" 6 3/4" 1 3/8"@0.25cm 1 3/8"@0.25cm (Pisos 5 al 7) 2 3/4" 1 3/8"@0.225cm 1 3/8"@0.225cm (Pisos 3 y 4) + 4 1" 6 3/4" 1 3/8"@0.25cm 1 3/8"@0.25cm (Pisos 5 al 7) (Pisos 1 y 2) PLACA P-2 0.50 9.15 0.50 8 1" 2 3/8"@0.20cm (Pisos 1 y 2) 4 3/4" 2 3/8"@0.225cm (Pisos 3 y 4) + 4 1" 8 3/4" 2 3/8"@0.25cm (Pisos 5 al 7) 3/8"@0.20cm (Piso 1 y 2) 3/8"@0.225cm (Piso 3 y 4) 3/8"@0.25cm (Piso 5 al 7) 3/8"@0.20cm (Piso 1 y 2) 3/8"@0.225cm (Piso 3 y 4) 3/8"@0.25cm (Piso 5 al 7) 8 1" 2 3/8"@0.20cm (Pisos 1 y 2) 2 3/8"@0.225cm (Pisos 3 y 4) 12 5/8" 8 3/4" 2 3/8"@0.25cm (Pisos 5 al 7) PLACA P-1 0.60 11.70 0.60 0.40 4.55 0.20 1.37 0.55 8 1" 2 3/8"@0.20cm (Pisos 1 y 2) 4 3/4" 2 3/8"@0.225cm (Pisos 3 y 4) + 4 1" 8 3/4" 2 3/8"@0.25cm (Pisos 5 al 7) 8 3/4" 2 3/8"@0.20cm (Pisos 1 y 2) 4 5/8" 2 3/8"@0.225cm (Pisos 3 y 4) + 4 3/4" 8 5/8" 2 3/8"@0.25cm (Pisos 5 al 7) 4 3/4" 1 3/8"@0.20cm (Pisos 1 al 4) 4 5/8" 1 3/8"@0.20cm (Pisos 5 al 7) PLACA P-3 3/8"@0.20cm (Piso 1 y 2) 3/8"@0.225cm (Piso 3 y 4) 3/8"@0.25cm (Piso 5 al 7) 3/8"d:1@.05,RTO.@.30 C/E 3/8"d:1@.05,RTO.@.30 C/E 5 5 4d1" 4d1" 5 4d1" 7d1" 4d1" 4d1" 7d1" 5 5 NFZ=-3.88 NFP=-2.58 VC-01 (0.50x1.00) 5 5 SECCION A-A A A 5 .05 5 5 SECCION E-E 5 .05 1/2"d:1@.05,RTO.@.30 C/E 1/2"d:1@.05,RTO.@.30 C/E 5 5 6d1" 6d1" 5 3d1 3/8" 6d1 3/8" 6d1" 6d1" 5 5 NFZ=-3.88 NFP=-2.58 VC-02 (0.60x1.10) 5 5 SECCION B-B B B 5 .05 6d1 3/8" 1d1 3/8" 1d1 3/8" 1/2"d:1@.05,RTO.@.30 C/E 1/2"d:1@.05,RTO.@.30 C/E 5 5 5d1" 5d1" 5 2d1 3/8" 5d1 3/8" 5d1" 5d1" 5 5 NFZ=-4.86 NFP=-3.66 VC-05 (0.60x1.00) 5 5 SECCION C-C C C 5 .05 5d1 3/8" 1/2"d:1@.05,RTO.@.30 C/E 5d1" 5 5d1 3/8"+5d1" NFZ=-4.86 NFP=-2.58 VC-04 (0.60x1.00) 5 5 SECCION D-D D D 5 .05 5 5d1 3/8"+5d1" 5 NFZ=-7.12 5d1" 0.05 0.60 0.60 0.10 NFP=-2.58 NFP=-3.66 NFC=-3.88 NFC=-4.86 Ver planta 5 Solado CORTE 1-1 CORTE 3-3 verdplanta 0.05 0.70 Var. 0.10 NFP VAR. (MAX.-2.58/MIN.-3.66) NFC=-3.88 NFC=-4.86 Ver planta 5 Solado CORTE 2-2 verdplanta verdplanta PLACA 1 PLACA 2 MURO DE CONTENCION verdplanta .50 (TIP.) 0.70 0.05 0.70 d1/2"@0.20 0.05 NFC=-4.86 NFC=-3.88 2.20 d5/8"@0.15 CORTE 4-4 Solado Solado verdplanta PLACA 1 PLACA 2 MURO DE CONTENCION verdplanta 5 5 5 5 NFC=-4.86 NFC=-3.88 CORTE 6-6 Solado Solado MURO DE CONTENCION 5 5 5 d1/2"@0.20 d1/2"@0.20 d5/8"@0.15 d1/2"@0.20 d1/2"@0.20 F'c=100kg/cm2 Falsa Zapata 5 5 5 5 5 verdplanta dcolumna NFP=-2.58 verdplanta NFZ=-3.88 NSZ=-6.72 NFZ=-7.02 NPT=-6.12 0.25 d1/2"@0.20 FALSA ZAPATA F'C=100kg/cm2 0.95 0.95 0.95 1.47 1.47 1.47 0.40 0.30 0.30 0.60 verdplanta verdplanta 2d1"(adicionales) 0.90 d1/2"@0.20 2d1"(adicionales) dcolumna d3/8"@0.20 d1/2"@0.20 4d1/2" 0.20 .25 .20 0.50 0.30 0.30 0.60 CORTE 5-5 NFP=-2.58 NFP=-7.02 NFP=-6.12 0.30 0.20 0.15 1.30 d3/8"@0.25 RELLENO COMPACTADO dplaca verdplanta CORTE 7-7 5 5 5 5 NFP=-3.66 NFC=-4.86 5 Solado CORTE 8-8 5 d1/2"@0.20 5 d3/8"@0.20 5 5 5 5 NFP=-3.66 NFC=-4.86 5 Solado CORTE 9-9 5 d1/2"@0.20 5 d3/8"@0.20 N.VAR. N=-6.12 0.30 verdplanta CORTE 7-7 (CONTINUACIÓN) 0.90 0.25 d3/8"@0.20 1.50 d3/8"@0.15 NFP=-3.66 1.40 8 1" 3/8"@0.20cm (Pisos 1 y 2) 4 3/4" 3/8"@0.225cm (Pisos 3 y 4) + 4 1" 8 3/4" 3/8"@0.25cm (Pisos 5 al 7) 3/8"@0.20cm (Pisos 1 y 2) 3/4" 3/8"@0.225cm (Pisos 3 y 4) + 4 1" 3/4" 3/8"@0.25cm (Pisos 5 al 7) 3/8"@0.20cm (Pisos 1 y 2) 3/4" 3/8"@0.225cm (Pisos 3 y 4) + 4 1" 3/4" 3/8"@0.25cm (Pisos 5 al 7) 8 1" 8 1" PLACA P-4 2d3/4" 2d5/8" 2d3/4" 2d5/8" 1@0.05, 10@0.125, rto@0.25m 1@0.05, rto@0.125m VIGA VS-107 (0.30x0.65) 1º y 2º SÓTANO 5 5 2d3/4" 2d5/8" 2d5/8" 5 5 5 5 5 5 A-A B-B A A B B 5 5 5 5 2d1" 2d3/4" 2d1" 2d3/4" 1@0.05, 8@0.15, rto@0.25m 1@0.05, 8@0.15, rto@0.25m VIGA VS-108 (0.30x0.65) 1º y 2º SÓTANO 5 5 2d1" 2d3/4" 2d3/4" 5 5 5 5 5 5 A-A B-B A A B B 5 5 5 5 1d1" 2d1" 2d1" 2d1" 1@0.05, 8@0.15, rto@0.25m 1@0.05, 8@0.15, rto@0.25m VIGA VS-102 (0.30x0.65) 1º SÓTANO 5 5 2d1" 1d1" 1d1" 5 5 5 5 5 5 A-A B-B A A B B 5 5 5 5 2d1" 2d1" 2d1" 2d1" 1@0.05, 10@0.125, rto@0.25m VIGA VS-103 (0.30x0.65) 1º SÓTANO 5 5 2d1" 1d5/8" 2d5/8" 5 5 5 5 5 5 A-A B-B A A B B 5 5 5 5 VIGA VS-101B (0.25x0.65) 1º y 2º SÓTANO 5 5 5 A-A 5 5 5 5 5 5 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" A A B B B B C C 5 5 5 B-B 5 5 5 C-C 1d3/4" 2d5/8" 2d5/8" 2d5/8" VIGA VS-104 (0.30x0.65) 1º SÓTANO 5 5 2d5/8" 1d5/8" 1d5/8" 5 5 5 5 5 5 A-A B-B A A B B 5 5 5 5 5 5 5 5 1d5/8" 2d5/8" 2d3/4" VIGA VS-101C (0.20x0.65) 1º SÓTANO VIGA VS-101D (0.20x0.65) 1º SÓTANO 2d1/2" 2d1/2" VIGA VS-104´ (0.15x0.65) 1º y 2º SÓTANO 5 5 3d5/8" 2d5/8" 5 5 VIGA VS-206 (0.25x0.65) 2º SÓTANO 5 5 5 A-A A A 5 5 5 5 2d5/8" 2d5/8" 2d5/8" 2d5/8" 1d5/8" 5 5 5 A-A 5 5 5 B-B 5 5 5 C-C A A B B C C C C VIGA VS-101A (0.25x0.65) 1º SÓTANO 2d5/8" 2d5/8" 5 5 A A 5 5 5 A-A VIGA VS-101F (0.20x0.65) 1º y 2º SÓTANO VIGA VS-101E (0.20x0.65) 1º y 2º SÓTANO 2d5/8" 2d5/8" 5 5 VIGA VS-106 (0.25x0.65) 1º SÓTANO 5 5 5 A-A A A 2d5/8" 2d5/8" 5 2d5/8" 2d5/8" 5 VIGA VS-201A (0.25x0.65) 2º SÓTANO 5 5 5 A-A A A 5 5 5 A-A A A NIVEL C1 CUADRO DE COLUMNAS C3 C4 C5 C2 PISO 1 0.60X0.35m PISO 2 PISO 3 PISO 4 PISO 5 PISO 6 PISO 7 SÓTANO 2 SÓTANO 1 1 6@0.10,rto@0.25cm +2 3/8"1@0.05, 12 5/8" 0.60X0.35m 1 6@0.10,rto@0.25cm 3 3/8"1@0.05,6@0.10, 16 1" 0.60X0.60m rto@0.30cm 3 3/8"1@0.05,6@0.10, 16 1" 0.60X0.60m rto@0.30cm 3 3/8"1@0.05,6@0.10, 16 1" 0.60X0.60m rto@0.30cm 3 3/8"1@0.05,6@0.10, 16 1" 0.60X0.60m rto@0.30cm 4 1" 0.60X0.40m +8 3/4" 4 3/4" 0.60X0.40m rto@0.30cm +8 5/8" +2 3/8"1@0.05,6@0.10 2 4 3/4" 0.60X0.40m rto@0.30cm +8 5/8" +2 3/8"1@0.05,6@0.10 2 4 3/4" 0.60X0.40m rto@0.30cm +8 5/8" +2 3/8"1@0.05,6@0.10 2 4 3/4" 0.60X0.40m rto@0.30cm +8 5/8" +2 3/8"1@0.05,6@0.10 2 1.20X0.45m 14 1" rto@0.10cm +3 3/8"1@0.05, 2 rto@0.30cm +2 3/8"1@0.05,6@0.10 2 0.90X0.45m 12 1" 9@0.10,rto@0.30cm +2 3/8"1@0.05, 2 0.90X0.45m 12 1" 9@0.10,rto@0.30cm +2 3/8"1@0.05, 2 0.70X0.45m 7@0.10,rto@0.30cm +2 3/8"1@0.05, 1 4 1" +6 3/4" 0.70X0.45m 7@0.10,rto@0.30cm +2 3/8"1@0.05, 1 4 1" +6 3/4" 0.70X0.45m 7@0.10,rto@0.30cm +2 3/8"1@0.05, 1 4 1" +6 3/4" 0.70X0.45m 7@0.10,rto@0.30cm +2 3/8"1@0.05, 1 4 1" +6 3/4" 0.70X0.45m 7@0.10,rto@0.30cm +2 3/8"1@0.05, 1 4 1" +6 3/4" 1.20X0.45m 4 1 3/8" +12 1" rto@0.10cm +3 3/8"1@0.05, 2 0.90X0.45m 4 1 3/8" +10 1" 9@0.10,rto@0.30cm +2 3/8"1@0.05, 1 0.90X0.45m 4 1 3/8" +10 1" 9@0.10,rto@0.30cm +2 3/8"1@0.05, 1 0.70X0.45m 7@0.10,rto@0.30cm +2 3/8"1@0.05, 2 12 1" 0.70X0.45m 7@0.10,rto@0.30cm +2 3/8"1@0.05, 2 12 1" 0.70X0.45m 7@0.10,rto@0.30cm +2 3/8"1@0.05, 2 12 1" 0.70X0.45m 7@0.10,rto@0.30cm +2 3/8"1@0.05, 2 12 1" 0.70X0.45m 7@0.10,rto@0.30cm +2 3/8"1@0.05, 2 12 1" 1.15X0.35m 4 1 3/8" +12 1" rto@0.10cm +3 3/8"1@0.05, 2 1.15X0.35m 4 1 3/8" +12 1" rto@0.10cm +3 3/8"1@0.05, 2 1.15X0.35m 4 1" +12 3/4" rto@0.10cm +3 3/8"1@0.05, 2 1.15X0.35m 4 1" +12 3/4" rto@0.10cm +3 3/8"1@0.05, 2 0.70X0.35m 4 1" +8 3/4" 7@0.10,rto@0.30cm +2 3/8"1@0.05, 2 0.70X0.35m 4 1" +8 3/4" 7@0.10,rto@0.30cm +2 3/8"1@0.05, 2 0.70X0.35m 4 1" +8 3/4" 7@0.10,rto@0.30cm +2 3/8"1@0.05, 2 0.70X0.35m 4 1" +8 3/4" 7@0.10,rto@0.30cm +2 3/8"1@0.05, 2 0.70X0.35m 4 1" +8 3/4" 7@0.10,rto@0.30cm +2 3/8"1@0.05, 2 (III) TIPOS DE COLUMNAS (II) Mayores Mayores Mayores Mayores (II) 14 (V) 16 Mayores Mayores (III) 12 (IV) 10 Mayores Mayores (I) 16 (V) (V) (V) (V) (I) (III) (III) (III) (III) (III) (III) (III) (III) (III) (III) (III) (III) (III) (III) (III) (III) (II) (II) (I) (III) (III) (I) (IV) (IV) (IV) (IV) (IV) (I) (I) 1@0.05, rto@0.125m 1@0.05, rto@0.125m 1@0.05, 10@0.125, rto@0.25m 1@0.05, 10@0.125, rto@0.25m 1@0.05, 10@0.125, rto@0.25m 1@0.05, 12@0.10, rto@0.25m 1@0.05, rto@0.10m 1@0.05, rto@0.125m 1@0.05, rto@0.125m 1@0.05, 10@0.125, rto@0.25m 1@0.05, 12@0.10, rto@0.25m 1@0.05, 10@0.125, rto@0.25m 1@0.05, 10@0.125, rto@0.25m 1@0.05, 10@0.125, rto@0.25m 1@0.05, rto@0.125m 1@0.05, 10@0.125, rto@0.25m 1@0.05, 10@0.125, rto@0.25m 1@0.05, 10@0.125, rto@0.25m 1@0.05, rto@0.125m A A 40.00 37 38 21 22 25 26 27 29 30 31 28 36 23 24 3 A-08 A-09 A-07 A-07 A-06 1 2 2 3 4 A-07 A-07 A-09 5 A-08 A-06 1 4 C E D 5 5 5 5 5 5 5 5 5 5 5 5 5 3 6 B 5 5 D 5 5 5 5 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 5 5 5 5 5 1 5 2 3 4 6 7 8 5 5 5 A C E B 5 5 1 2 3 4 6 7 8 9 5 5 5 5 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 9 A 5 ENCOFRADO 2° SOTANO C E D 5 5 5 5 5 5 5 5 5 5 5 5 5 6 B 5 5 D 5 5 5 5 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 5 5 5 5 5 1 5 2 4 6 7 8 5 5 5 A C E B 5 5 1 2 3 4 6 7 8 9 5 5 5 5 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 \A1;2.42 9 A 3 A-08 A-09 5 A-07 A-07 A-06 1 2 2 3 4 A-07 A-07 A-09 5 A-08 A-06 1 4 RAMPA VIENE DEL 1er PISO RAMPA VA AL 1er PISO NPT 2d3/8" 1 d1/4"@.20 (anclan 0.20m en losa adyacente) .15 .17 RAMPA VIENE DEL 1er SOTANO CORTE 1-1 DOBLAN .12m EN EXTREMOS 0.17 1.00 DETALLE DE LOSA MACIZA LOSA 1er SOTANO LOSA DEL 1er PISO 1er PISO 1/2 "@0.25m (inf) 3/8"@0.15m (sup) 1/2 "@0.25m (inf) 3/8"@0.15m (sup) \A1;3/8"@0.20m\A0; (inf.) 1/2 "@0.25m (inf) 3/8"@0.15m (sup) 5 5 5 5 5 5 5 5 5 5 LEYENDA LOSA H=17 CM. S/C= 250 Kg/m2 ENCOFRADO 1° SOTANO S/C= 250 Kg/m2 RAMPA VA AL 1er PISO 1/2 "@0.25m (inf) 3/8"@0.15m (sup) LOSA MACIZA 3/8"@0.20m (sup) 3/8 "@0.20m (inf) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) \A1;3/8"@0.20m\A0; (sup.) 5 5 Ø3/8"@0.25m 5 5 Ø3/8"@0.40m 5 5 Ø3/8"@0.25m 3/8"@0.20m (sup) 5 5 Ø3/8"@0.25m Ø3/8"@0.25m 5 5 Ø3/8"@0.25m 5 5 Ø3/8"@0.25m Ø3/8"@0.25m 5 5 5 5 Ø3/8"@0.20m 5 5 5 5 5 5 5 Ø3/8"@0.40m 5 5 5 3/8 "@0.15m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3/8 "@0.20m (inf) 3/8"@0.20m (sup) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) 3/8"@0.20m (sup) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) 3/8 "@0.20m (inf) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) 3/8 "@0.20m (sup e inf) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) Ø3/8"@0.25m Ø3/8"@0.25m Ø3/8"@0.40m Ø3/8"@0.25m 3/8"@0.20m (sup) Ø3/8"@0.25m Ø3/8"@0.25m Ø3/8"@0.25m Ø3/8"@0.25m 3/8 "@0.20m (inf) 3/8"@0.20m (sup) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) 3/8 "@0.20m (inf) 3/8"@0.20m (sup) DETALLE LOSA MACIZA 1 1 1 1 1 1 1 1 1 1 1 1 NIVEL +2.05 \A1;3/8"@0.20m\A0; (inf.) \A1;3/8"@0.20m\A0; (sup.) \A1;3/8"@0.20m\A0; (sup. e inf.) 3/8"@0.20m (inf.) \A1;3/8"@0.20m (sup.) \A1;3/8"@0.20m\A0; (sup. e inf.) \A1;3/8"@0.20m\A0; (sup. e inf.) Ø3/8"@0.20m Ø3/8"@0.20m Ø3/8"@0.20m 3/8 "@0.15m NIVEL -2.63 NIVEL +0.25 NIVEL -0.83 NIVEL +0.25 33 34 32 35 18 19 5 6 9 10 11 13 14 15 12 16 17 7 8 5 5 Ø3/8"@0.40m (sup. e inf.) 5 Ø3/8"@0.40m (SUP) Ø3/8"@0.25m Ø3/8"@0.40m (SUP) 5 5 5 5 Ø3/8"@0.40m Ø3/8"@0.40m (SUP) Ø3/8"@0.40m 5 5 5 5 5 5 5 5 Ø3/8"@0.40m 3/8"@0.20m (sup) 5 Ø3/8"@0.20m 3/8"@0.20m (sup) 3/8"@0.25m (sup) DETALLE DE RAMPA Ø3/8"@0.40m (inf) Ø3/8"@0.40m (inf) 3/8"@0.20m (sup) 5 Ø3/8"@0.40m (SUP) CISTERNA 4` 4` C` 4` 4` C` 5 5 5 5 5 C-1 5 C-2 C-4 C-5 d3/4"@.175 5 d3/4"@.175 d1"@.25 d1"@.25 d1"@.25 d1"@.25 5 5 5 5 5 5 d1/2"@.175 d1/2"@.175 VC-01 (0.50x1.00) VC-02 (0.60x1.10) VC-03 (0.50x1.00) VC-04 (0.60x1.00) VC-05 (0.60x1.00) (0.60x1.00) VC-04 1 1 3 3 3 3 3 3 1 1 1 1 4 4 6 5 5 7 7 2 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Z-1 H=0.70 NFZ=-3.88 Z-2 H=0.85 NFZ=-3.88 NFFZ=-6.72 Z-3 H=0.90 NFZ=-4.86 Z-4 H=0.60 NFZ=-4.86 Z-5 H=0.70 NFZ=-3.88 PLACA-1 PLACA-2 Z-6 H=0.70 NFZ=-4.86 Z-5 H=0.70 NFZ=VAR.-3.88/-4.86 Z-6 H=0.70 NFZ=-4.86 PLACA-1 PLACA-2 CIMENTACIÓN (Esc. 1/100) 5 5 NFZ=-3.88 NFP=-2.58 E E 11d1" NFZ=-7.12 4d1" 3/8"d:1@.05,RTO.@.30 C/E 5 VC-03 (0.50x1.00) 5 5 2d1"(adicionales) 5 5 1d5/8" (ambas caras) 2d1"(adicionales) ver Ø muro cisterna Abertura de inspección 0.70x0.60m. verdplanta PLACA 1 MURO DE 0.60 0.05 NFC=-3.88 Solado d1/2"@0.20 CONTENCION MURO DE CONTENCION d1/2"@0.20 0.50 0.50 CORTE 6-6 NFC=-4.86 ver Ø muro cisterna 2d1"(adicionales) 5 NFC=-4.86 C-3 N.P.T -2.58 d8mm@.30 (Sup.) 5 d8mm@.30 (Inf.) 5 5 5 d8mm@.30 (Sup.) 5 d8mm@.30 (Sup.) 5 5 5 5 5 5 5 5 5 5 5 d8mm@.30 (Sup.) 5 5 5 d8mm@.30 (Inf.) (S/C = 250 kg/m2) DOBLE MALLA: d3/8" @30 (Sup.) LOSA MACIZA DE H = 0.20m. En las losas macizas las mallas se colocan corridas y en planta solo se indican los bastones adicionales. d3/8" @.30 (Inf.) ENCOFRADO TECHO CISTERNA 5 5 5 A-A 1@0.05, 10@0.125, rto@0.25m 1@0.05, 10@0.125, rto@0.25m VIGA V-101B (0.25x0.65) 1º al 7º PISO 5 5 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d3/4" 2d5/8" 1@0.05, 10@0.125, rto@0.25m 1@0.05, rto@0.125m VIGA V-101A (0.25x0.65) 1º al 3º y 7º PISO 5 5 5 A-A A A A A B B 5 5 5 A-A 5 A-A 1@0.05, 10@0.125, rto@0.25m 1@0.05, 10@0.125, rto@0.25m 2d3/4" 2d3/4" 2d3/4" 2d3/4" VIGA V-101A (0.25x0.65) 4º al 6º PISO 5 5 5 A-A A A A A 2d1" 2d3/4" VIGA V-104´ (0.15x0.65) 1º al 7º PISO 5 5 5 5 5 A-A A A 1@0.05, 12@0.10, rto@0.25m 1@0.05, rto@0.10m 5 5 5 5 5 5 5 0.50 0.50 3/8"@0.25m 3/8"@0.25m 3/8"@0.25m 3/8"@0.25m 0.50 3/8"@0.25m 3/8"@0.25m 3/8"@0.25m 0.50 3/8"@0.25m 3/8"@0.25m 3/8"@0.25m 3/8"@0.25m 3/8"@0.25m 3/8"@0.25m 3/8"@0.25m Ver d en planta Ver d en planta Ver d en planta TRAMO 1, 3 Y 5 TRAMO 2 Y 4 TRAMO 7, 9, 11, 13, 15 Y 17 TRAMO 8, 10, 12, 14, 16 Y 18 ESCALERA 1 0.30 REFUERZO HORIZONTAL EN TABIQUES DE ALBAÑILERIA 2 alambres #08@ 3 hiladas Endentado de 5 cm 5 2@.10, Rto,@.20 d6mm:1@.05, 2d3/8" Maximo <>mt. C C 5 5 .17 0.70 B B 5 5 5 5 B B Cb B-B REFUERZO EN PARAPETO EN PLACAS, COLUMNAS Y VIGAS ESPECIFICADO O COLUMNAS d DE PLACAS, VIGAS DETALLE DE DOBLADO DE ESTRIBOS 45° ESPECIFICADO 45° r a 13 cm 8 cm a 3 cm 2 cm 3/8" 1/4" r d 4 cm 4 cm DETALLE DE GANCHO (PLANTA) ESTRIBO 6 cm ALAMBRE #16 (ESPACIAMIENTO IGUAL AL ESTRIBO HORIZONTAL) ATORTOLAR AL d VERTICAL EL 3/8"d CON C 6 cm (SIN ESCALA) (SIN ESCALA) B- EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS POR LOS PORCENTAJES A- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN UNA MISMA SECCION SEÑALADOS, AUMENTAR LA LONGITUD DE EMPALME EN UN 30%, O CONSULTAR C- PARA ALIGERADOS, VIGAS CHATAS Y LOSAS, EL ACERO INFERIOR SE EMPALMA SOBRE LOS APOYOS, SIENDO LA LONGITUD DE EMPALME 50 CM. PARA FIERROS AL PROYECTISTA NOTAS: EMPALMES TRASLAPADOS PARA VIGAS, LOSAS Y ALIGERADOS H >= .30 .75 .45 .90 1.25 .45 1.15 1" 3/4" .65 .65 .90 VALORES DE M REFUERZO INFERIOR d H. CUALQUIERA 5/8" 1/2" 3/8" .40 .55 .45 REFUERZO SUPERIOR .40 H < .30 .55 .45 L/4 L/3 L/4 L/4 M M L/3 L/3 L/4 H DE 3/8", 60 CM. PARA 1/2" Y 70 CM. PARA 5/8 1 @ .05 REMATE DE COLUMNAS .20 .20 INDICADO Rto. S/COL. @ .10 DETALLE DE ZAPATA N.F.P.(INDICADO) .08 N.N.T. @.10 VER PLANTA .30 .08 .30 .30 1@.05 Rto. S/COL NFP f'c= 100 Kg/m2 SOLADO .10cm. h 2 h/3 LONGITUD DE EMPALME (L) CONSIDERANDO ZONA DE REFUERZOS ALTOS, PERO QUE SE EMPALMAN MENOS DEL 50% DE LAS VARILLAS PARA COLUMNAS Y PLACAS CONSIDERANDO ZONA DE REFUERZOS BAJOS 3/4"d 1/2"d 5/8"d .70 .85 .56 NFP= INDICADA LONGITUD DE EMPALME (L) 1"d 1.40 h/6 .91 5/8"d .73 1/2"d 1.82 1"d 1.10 3/4"d NFP= INDICADA h/6 L PARTES TRATANDO DE HACER EMPALMAR EN DIFERENTES ZONA DE CONFINAMIENTO LOS EMPALMES FUERA DE LA L 3/8"d .42 .55 3/8"d H ALTERNARSE LOS EMPALMES. UNA MISMA SECCION, DEBIENDO DEL 50% DE LA ARMADURA EN NOTA: NO SE EMPALMARÁ MÁS 3/4" 5/8" 0.80 0.60 Le (m) 3/8" 1/2" d 0.40 0.50 H/6 2H/3 H/6 Le Le NIVEL DE ENCOFRADO NIVEL DE ENCOFRADO EMPALME TIPICO DE REFUERZO EN COLUMNAS 5 5 VACIO PLANTA AZOTEA VACIO 11 12 13 14 15 16 17 VACIO VACIO TERRAZA NPT+22.80 NPT+22.80 1 2 3 4 5 6 7 8 DUCTO DE PRESURIZACION 10 9 PLANTA AZOTEA P-1.00x2.10 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 NPT+22.80 HALL NPT+22.80 TERRAZA TERRAZA NPT+22.80 ESTACIONAMIENTOS ESTACIONAMIENTOS ESTACIONAMIENTOS ESTACIONAMIENTOS 40.00 15.00 15.00 21' PLANTA 1° SOTANO NPT-2.58 / -0.78 HALL NPT-2.58 NPT-0.78 NPT-2.58 NPT-0.78 31 30 24' 23' 22' 27 29 24 23 22 28 NPT-2.58 40.00 18 19 5 6 9 10 11 13 14 15 21 12 (21) (23) (24) (26) (25) (28) (27) (30) (29) (33) (34) (35) (36) (39) 25 26 25' 32 33 (32) (37) (38) 16 17 7 8 15.00 15.00 PLANTA 2° SOTANO NPT-6.54 NPT-3.66 NPT-3.66 51 50 NPT-3.66 47 49 48 NPT-6.12 2 3 5 6 3 4 6 8 9 10 7 (59) (60) (61) (62) (69) 52 (63) (64) 1 1´ 2 CUARTO DE BOMBAS FOSA DE ASCENSOR ESTACIONAMIENTOS ESTACIONAMIENTOS ESTACIONAMIENTOS ESTACIONAMIENTOS NPT-0.78 NPT-2.58 (22) PLANTA 1° PISO PLANTA 2° SOTANO PLANTA 1° SOTANO P-1.00x2.10 NPT-3.88 CISTERNA NPT-6.12 A-08 A-06 1 4 LIMITE DE PROPIEDAD l = 12.05m. h = 1.08 m. % = 8.96 RAMPA VEHICULAR CIRCULACION NPT-3.66 NPT-2.58 CIRCULACION VEHICULAR l = 12.05m. h = 1.80 m. % = 14.9 RAMPA l = 12.05m. h = 1.08 m. % = 8.96 RAMPA l = 12.05m. h = 1.08 m. % = 8.96 RAMPA NPT-0.78 CIRCULACION VEHICULAR columna metálica SUB ESTACION ELECTRICA 5 puerta cortafuego puerta cortafuego ´ ´ ´ ´ ´ ´ ´ ´ ´ 5 ´ Proyeccion Escalera de Arriba VACIO VACIO VACIO 48 49 50 51 52 53 54 55 58 59 60 41 42 43 44 56 57 45 SH. SH. SH. SH. SH. SH. SH. SH. PLANTA TIPICA ( DEL 2° PISO) 5 Muro cortina ASCENSOR P-1.00x2.10 P-1.00x2.10 P-1.00x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-1.00x2.10 P-1.00x2.10 ASCENSOR 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 VACIO VACIO VACIO 65 66 67 68 69 70 71 11 12 13 62 63 64 73 10 SH. SH. SH. SH. SH. SH. SH. SH. PLANTA TIPICA ( DEL 3° PISO AL 7° PISO) 5 ASCENSOR P-1.00x2.10 P-1.00x2.10 P-1.00x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-1.00x2.10 P-1.00x2.10 ASCENSOR 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 VACIO VACIO VACIO 72 11 12 13 10 SH. SH. SH. SH. SH. SH. SH. SH. PLANTA TIPICA 5 ASCENSOR P-1.00x2.10 P-1.00x2.10 P-1.00x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-0.75x2.10 P-1.00x2.10 P-1.00x2.10 ASCENSOR 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 PLANTA 2° PISO PLANTA 3°AL 7° PISO OFICINA - 1 (Área: 95.05 m2) OFICINA - 2 (Área: 95.05 m2) OFICINA - 3 (Área: 74.53 m2) columna metálica HALL (Área: 28.67 m2) OFICINA - 4 (Área: 71.47 m2) OFICINA - 1 (Área: 95.05 m2) OFICINA - 4 (Área: 71.47 m2) OFICINA - 4 (Área: 71.47 m2) columna metálica columna metálica HALL (Área: 28.67 m2) HALL (Área: 28.67 m2) OFICINA - 3 (Área: 74.53 m2) OFICINA - 3 (Área: 74.53 m2) OFICINA - 2 (Área: 95.05 m2) OFICINA - 2 (Área: 95.05 m2) V 0.00 7.40 3.00 V 0.80 3.17 1.50 V 0.80 3.17 1.50 V 0.80 1.75 1.50 V 0.80 7.08 1.50 V 1.90 0.20 0.40 V 0.80 7.08 1.50 V 0.80 3.17 1.50 V 0.80 1.75 1.50 V 0.80 3.17 1.50 V 1.90 0.375 0.40 V 0.00 7.40 3.00 V 0.00 7.40 3.00 V 0.00 7.40 3.00 V 0.80 3.17 1.50 V 0.80 1.75 1.50 V 0.80 3.17 1.50 V 0.80 7.08 1.50 V 0.80 7.08 1.50 V 1.90 0.20 0.40 V 0.80 7.08 1.50 V 0.80 3.17 1.50 V 0.80 1.75 1.50 V 0.80 3.17 1.50 V 1.90 0.375 0.40 V 1.90 0.375 0.40 V 0.00 7.40 3.00 46 47 Baranda h=0.90 m. Murete h=0.45 m. 18 17 16 PLANTA 1° PISO NPT+0.30 / -1.50 NPT+0.10 BERMA 15.00 VEREDA NPT+0.10 NPT+0.30 NPT+0.30 ESPERA NPT+0.30 NPT+0.30 RECEPCION NPT+0.30 HALL DESPERDICIOS ACOPIO NPT+0.10 NPT+0.30 NPT+0.30 15 NPT+2.10 NPT+2.10 15.00 40.00 NPT+2.10 25 33 34 35 24 14 Extracción mecánica NPT+2.10 27 28 29 30 21 22 26 19 23 31 32 ESTACIONAMIENTOS ESTACIONAMIENTOS NPT+0.30 P-1.00x2.10 P-1.00x2.10 P-0.70x2.10 P-0.90x2.10 P-2.00x2.10 P-1.80x2.30 DISCAPACITADOS BAÑO 3 PROPIEDAD LIMITE DE VEHICULAR INGRESO techo Proyecc. BLOCK GRAS RAMPA % = 8.33 h = 0.20 m. l = 2.40 m. VEHICULAR INGRESO l = 4.50 m. h = 0.20 m. % = 4.44 RAMPA Proyecc. techo columna metálica l = 12.05m. h = 1.80 m. % = 14.9 RAMPA VEHICULAR CIRCULACION l = 12.05m. h = 1.08 m. % = 8.96 RAMPA V 1.65 0.45 0.45 V 0.40 0.80 2.50 V 0.40 0.80 2.50 A-09 5 36 37 38 46 47 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-1 5 5 5 5 5 5 5 5 5 5 C-5 C-5 C-6 C-2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT+0.10 NPT-2.56 1° SOTANO NPT+4.80 2° PISO 3° PISO 4° PISO AZOTEA NPT+0.30 1° PISO NPT+7.80 NPT+10.80 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT+0.10 NPT-0.78 NPT+4.80 NPT+2.10 NPT+7.80 NTT+22.80 5 1 3 CORTE 4 - 4 4 2 3 6 5 7 \A1;4.20 NPT+0.30 NPT-2.58 5 5 5 5 5 5 NPT-3.66 5 5 NPT+10.80 NPT+13.80 NPT+16..80 NPT+19.80 5° PISO NPT+13.80 6° PISO NPT+16.80 7° PISO NPT+19.80 NTT+22.80 NPT+0.10 NPT-2.58 1° SOTANO NPT+4.80 3° PISO AZOTEA NPT+0.30 1° PISO NPT+7.80 5 5 5 5 5 1° SOTANO 1° PISO 2° PISO 3° PISO 5 5 5 5 5 5 5 5 5 5 NPT+0.10 NPT-0.78 NPT+4.80 NPT+2.10 NPT+7.80 \A1;.80 1 CORTE 5 - 5 4 2 3 6 5 7 5 5 5 5 \A1;4.20 5 5 5 2° SOTANO NPT-3.66 5 INGRESO VEHICULAR CIRCULACION VEHICULAR ESTACIONAMIENTOS Botallanta CIRCULACION VEHICULAR l = 12.05 m. h = 1.08 m. % = 8.96 RAMPA CIRCULACION VEHICULAR CUARTO DE BOMBAS falso cielo raso PISTA PISTA 5 5 5 5 5 AZOTEA 5 NTT+22.80 4° PISO NPT+10.80 5° PISO NPT+13.80 6° PISO NPT+16.80 7° PISO NPT+19.80 5 5 5 5 4° PISO NPT+10.80 5° PISO NPT+13.80 6° PISO NPT+16.80 7° PISO NPT+19.80 NPT+22.80 ELEVACION FRONTAL 1° SOTANO 1° PISO 2° PISO 3° PISO 4° PISO AZOTEA NPT-2.58 NPT+0.30 NPT+7.80 NPT+10.80 HALL OFICINAS OFICINAS OFICINAS futuro falso cielo NPT+4.80 5° PISO NPT+13.80 6° PISO NPT+16.80 7° PISO NPT+19.80 NPT+22.80 HALL OFICINAS OFICINAS OFICINAS futuro falso cielo ESTACIONAMIENTOS RAMPA l = 12.05 m. h = 1.08 m. % = 8.96 2° PISO 1° PISO 1° SOTANO 2° PISO 3° PISO 4° PISO 2° SOTANO AZOTEA 5° PISO 6° PISO 7° PISO CIRCULACION VEHICULAR CIRCULACION VEHICULAR HALL OFICINAS OFICINAS OFICINAS futuro falso cielo NPT+0.10 HALL OFICINAS OFICINAS OFICINAS futuro falso cielo FOSO DE ASCENSOR ESTACIONAMIENTOS Botallanta sardinel h=0.10 NPT-6.12 NPT-6.12 OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS Botallanta OFICINAS OFICINAS OFICINAS 5 NPT-3.88 5 5 OFICINAS OFICINAS OFICINAS Losa de concreto 5 CISTERNA NPT-6.12 5 5 5 5 Nivel agua V = 72.37 m3 registro HALL OFICINAS OFICINAS OFICINAS futuro falso cielo HALL OFICINAS OFICINAS OFICINAS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS \A1;.80 \A1;1.50 \A1;.40 \A1;.80 5 5 \A1;.40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;.30 \A1;.80 5 5 falso cielo raso futuro falso cielo 5 5 5 ESTACIONAMIENTOS ESTACIONAMIENTOS NPT+0.10 1° SOTANO 1° PISO 2° PISO NPT+0.10 NPT-0.78 NPT+2.10 NPT+4.80 NPT+7.80 NPT+13.80 NPT+16.80 NPT+19.80 NTT+22.80 5 5 \A1;2.40 \A1;.30 5 5 ESTACIONAMIENTOS 2° SOTANO NPT-3.66 5 5 5 ESTACIONAMIENTOS ESTACIONAMIENTOS CORTE 3 - 3 3° PISO 5° PISO 6° PISO AZOTEA 7° PISO NPT-6.12 ESTACIONAMIENTOS 5 NPT+10.80 4° PISO \A1;3.45 \A1;.15 \A1;.30 CORTE 2 - 2 \A1;.15 \A1;2.73 \A1;.30 \A1;2.58 \A1;.30 \A1;3.30 1° SOTANO 1° PISO -3.66 ±0.00 1° SOTANO +4.80 2° PISO 1° PISO 30 31 32 38 39 37 36 \A1;2.73 40 41 42 43 44 29 28 27 26 25 24 23 16 19 20 18 17 21 22 3 4 2 1 5 6 \A1;2.88 \A1;3.60 \A1;1.08 \A1;.15 2° SOTANO CISTERNA \A1;.30 ±0.00 \A1;2.58 \A1;3.54 ±0.00 ±0.00 13 12 11 10 9 8 7 6 14 15 NPT+2.10 NPT+0.10 NPT+0.30 NPT+0.10 NPT-3.66 NPT-6.12 NPT-0.78 \A1;.90 \A1;4.50 .30 5 \A1;3.00 5 5 5 \A1;2.70 \A1;.30 \A1;3.00 \A1;2.70 \A1;.30 \A1;3.00 \A1;2.70 \A1;.30 \A1;3.00 \A1;.30 \A1;.30 3° PISO 4° PISO 5° PISO 7° PISO AZOTEA NPT+10.50 NPT+13.50 4° PISO 5° PISO 6° PISO 7° PISO AZOTEA NPT+7.80 NPT+10.80 ±0.00 ±0.00 ±0.00 ±0.00 \A1;2.70 4 5 6 7 \A1;2.70 \A1;.30 \A1;2.70 \A1;.30 \A1;2.70 \A1;.30 5 5 \A1;2.70 5 .30 47 OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS 3 ±0.00 ±0.00 3 4 2 1 5 6 8 9 7 10 ´ ´ ´ ´ ´ ´ ´ ´ ´ ´ 33 34 35 45 46 55 56 54 52 50 49 48 51 53 59 60 58 57 61 62 63 64 72 73 71 69 67 66 65 68 70 \A1;.70 ±0.00 ±0.00 ±0.00 \A1;2.70 \A1;.30 \A1;3.00 6° PISO ±0.00 \A1;2.70 \A1;.30 OFICINAS OFICINAS ±0.00 2° PISO HALL OFICINAS OFICINAS OFICINAS futuro falso cielo 5 5 5 5 \A1;4.50 5 HALL OFICINAS OFICINAS OFICINAS futuro falso cielo OFICINAS OFICINAS OFICINAS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 4 2 3 6 5 7 INGRESO VEHICULAR CIRCULACION VEHICULAR CIRCULACION VEHICULAR ESTACIONAMIENTOS CORTE 1 - 1 l = 12.05 m. h = 1.80 m. % = 14.9 RAMPA l = 12.05 m. h = 1.80 m. % = 14.9 RAMPA NPT+0.10 NPT-2.58 1° SOTANO NPT+4.80 3° PISO AZOTEA NPT+0.30 1° PISO NPT+7.80 NTT+22.80 4° PISO NPT+10.80 5° PISO NPT+13.80 6° PISO NPT+16.80 7° PISO NPT+19.80 2° PISO PISTA 1° SOTANO 1° PISO 2° PISO 3° PISO NPT±0.00 NPT-0.78 NPT+4.80 NPT+2.10 NPT+7.80 2° SOTANO NPT-3.66 AZOTEA NTT+22.80 4° PISO NPT+10.80 5° PISO NPT+13.80 6° PISO NPT+16.80 7° PISO NPT+19.80 NPT-6.12 5 5 ESTACIONAMIENTOS Rejilla 5 OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS 5 5 5 5 5 5 5 OFICINAS OFICINAS NTT+22.80 OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS 5 \A1;.80 5 OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS OFICINAS .90 5 5 5 ESTACIONAMIENTOS 5 5 Deposito Deposito 5 3° PISO ±0.00 5 5 5 5 5 5 5 5 5 5 5 MURO H=0.80m MURO H=0.80m MURO H=0.80m MURO H=0.80m 5 MURO H=2.50m 5 5 5 5 5 5 5 5 NTT+22.80 5 \A1;.80 5 5 5 5 5 5 5 NPT+22.80 NPT+22.80 \A1;.40 5 5 \A1;1.50 5 5 5 5 5 5 5 5 5 5 5 5 5 Deposito 2S 1S 5 5 5 5 NPT-3.66 5 5 5 NPT (Ver en planta) 2d3/4" (anclan .40m en losa adyacente) 0.15 0.25 CORTE 5-5 0.05 2d5/8" ENCOFRADO 1° al 6º PISO LEYENDA LOSA H=25 CM. S/C= 250 Kg/m2 LOSA MACIZA ENCOFRADO 7º PISO S/C= 100 Kg/m2 NPT (Ver en planta) 2d5/8" 1 d3/8":1@0.05,4@0.10,rto@0.25 (anclan .40m en losa adyacente) 0.15 0.25 CORTE 6-6 0.05 2d3/8" 1 d3/8":1@0.05,4@0.10,rto@0.25m 5 5 5 5 3.40 2.80 1.90 1.35 ENSANCHE ALTERNADO ENSANCHE ALTERNADO 1 d3/8":1@0.05,3@0.125,rto@0.25 1 d3/8":1@0.05,3@0.125,rto@0.25 DETALLE ALIGERADO TÍPICO h=0.25m DETALLE DE LOSA MACIZA h=0.25m 1 1 2 2 2 2 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 6 6 6 6 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 y = 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 Y PLACAS VIGAS PERALTADAS LOSAS Y ESCALERAS ALIGERADOS Y VIGAS CHATAS b m t = = f W s/c ZAPATAS Y VIGAS DE CIMENTACIÓN 135 55 1:1:5 1.2 IV cm. kg/cm2 4200 4.0 INDICADAS kg/cm2 2 2 4 cm 4 8 cm cm cm cm Falsa zapata concreto ciclopeo c = f' kg/cm2 (Todos los elementos) 210 Solado 10cm Concreto f'c = 100 kg/cm2 Tipo de cimentación: Estrato de apoyo de la Factor de seguridad por corte: 3 Usar cemento Portland Tipo I Zapatas aisladas y vigas de conexión Grava pobremente gradada (GP) Profundidad de cimentación: Df=1.50m Presión admisible: Qadm=3.0 kg/cm2 Agresividad del suelo a la cimentación: Ninguna Cimentación Z = U = FUERZA SÍSMICA PARAMETROS DE 210 4200 210 4200 S = Rx = Tp = 0.4 Seg. C = 2.5 (Tp) 4200 Ry = RESUMEN DE LAS CONDICIONES DE CIMENTACIÓN VIGA V-101A (0.25x0.65) VIGA VS-101A (0.25x0.65) VIGA VS-101B (0.25x0.65) VIGA V-101B (0.25x0.65) VIGA V-101A (0.25x0.65) VIGA VS-102 (0.30x0.65) VIGA VS-103 (0.30x0.65) VIGA VS-104 (0.30x0.65) VIGA VS-107 (0.30x0.65) VIGA VS-108 (0.30x0.65) VIGA VS-207 (0.30x0.65) VIGA VS-208 (0.30x0.65) VIGA VS-201B (0.25x0.65) VIGA VS-106 (0.25x0.65) VIGA VS-104´(0.15x0.65) VIGA VS-204´(0.15x0.65) VIGA VS-201G (0.20x0.65) VIGA VS-201F(0.20x0.65) VIGA VS-101E (0.20x0.65) VIGA VS-101F(0.20x0.65) VIGA VS-206 (0.25x0.65) VIGA VS-201A(0.25x0.65) VIGA VS-101C (0.20x0.65) VIGA VS-101D (0.20x0.65) VIGA V-104´(0.15x0.65) 4` 4` 4` 4` VIGA V-102 (0.30x0.65) VIGA V-103 (0.30x0.65) VIGA V-104 (0.30x0.65) VIGA V-107 (0.30x0.65) VIGA V-702 (0.30x0.65) VIGA V-703 (0.30x0.65) VIGA V-704 (0.30x0.65) VIGA V-707 (0.30x0.65) VIGA V-106 (0.25x0.65) VIGA V-105 (0.25x0.65) VIGA VCH-107 (0.20x0.25) VIGA V-705 (0.25x0.65) VIGA V-706 (0.25x0.65) VIGA VCH-707 (0.20x0.25) VIGA V-704´(0.15x0.65) VIGA V-701B (0.25x0.65) VIGA V-701A (0.25x0.65) PLACA-4 PLACA-3 PLACA-2 PLACA-2 PLACA-1 PLACA-3 PLACA-4 PLACA-1 PLACA-2 PLACA-2 PLACA-1 PLACA-3 PLACA-4 PLACA-1 5 5 5 5 VIGA VCH-101 (0.20x0.25) 0.20 0.50 Arranque escalera C-3 d5/8"@.15 (inf) d1/2"@.15 (sup) d1/2"@.15 (sup) d1/2"@.15 (inf) d5/8"@.15 (inf) d1/2"@.15 (sup) d1/2"@.15 (sup) d1/2"@.15 (inf) d1/2"@.20 (sup e inf) d1/2"@.20 (sup) d5/8"@.20 (inf) d1/2"@.15 (sup) d3/4"@.15 (inf) d1/2"@.15 (sup e inf) 5 5 d1/2"@.20 (sup) d5/8"@.20 (inf) d1/2"@.20 (sup) d5/8"@.20 (inf) 5 d1/2"@.15 (sup e inf) d1/2"@.15 (sup) d3/4"@.15 (inf) d1/2"@.15 (sup) d3/4"@.15 (inf) d1/2"@.15 (sup e inf) 5 5 d1/2"@.15 (sup e inf) d1/2"@.15 (sup) d3/4"@.15 (inf) d1/2"@.15 (sup) d3/4"@.15 (inf) d1/2"@.15 (sup e inf) 6 P-1.00x2.10 1d1" 2d1" 2d1" 2d1" 2d1" 1@0.05, 8@0.15, rto@0.25m 1@0.05, 8@0.15, rto@0.25m VIGA V-202 (0.30x0.65) 2º PISO 5 5 5 5 A A B B Z-7 H=var (máx 0.90/mín 0.30m) NFZ=-7.02 d3/8"@0.25 d3/8"@0.25 Muro de Contención Muro de Contención Nace placa P2 Nace placa P2 Nace placa P1 Nace placa P1 d3/8"@.20 (sup e inf) d1/2"@.20 (sup) d5/8"@.20 (inf) 5 d3/8"@.20 (inf) 5 5 d1/2"@.20 (sup) d5/8"@.20 (inf) d1/2"@.175 (inf) d1/2"@.175 (inf) d1/2"@.20 (inf) d1/2"@.20 (inf) 9.15 0.50 0.50 6 1" 1 3/8"@0.20cm 6 1" 1 3/8"@0.20cm 4 3/4" 3/8"@0.20cm 5 5 Ao 5 5 NIVEL -2.63 2 2 2 3 3 3 2 2 2 8 4 4 8 3/8"@0.15cm (Pisos 1 y 2) 3/4" 3/8"@0.20cm (Pisos 3 y 4) + 4 5/8" 5/8" 3/8"@0.25cm (Pisos 5 al 7) 8 3/4" 2 2 2 4 8 4 3/4" 1 3/8"@0.20cm (Pisos 1 y 2) 4 5/8" 1 3/8"@0.225cm (Pisos 3 y 4) 4 1/2" 1 3/8"@0.25cm (Pisos 5 al 7) 4 3/4" 1 3/8"@0.20cm (Pisos 1 y 2) 4 5/8" 1 3/8"@0.225cm (Pisos 3 y 4) 4 1/2" 1 3/8"@0.25cm (Pisos 5 al 7) 4 3/4" 1 3/8"@0.20cm (Pisos 1 y 2) 4 5/8" 1 3/8"@0.225cm (Pisos 3 y 4) 4 1/2" 1 3/8"@0.25cm (Pisos 5 al 7) 4 3/4" 5 3/8 "@0.20m (inf) Ø3/8"@0.25m 3/8 "@0.20m (inf) VER DETALLE 1 C-3 C-2 LOSA H=25 CM. LOSA ALIGERADA LOSA H=25 CM. LOSA MACIZA DETALLE 1 : EMPALMES TRASLAPADOS SOTANO 2 Esc: 1/75 PRIMERA PLANTA Esc: 1/75 CORTE 5-5 Esc: 1/75 SOTANO 1 Esc: 1/75

Language	Spanish
Drawing Type	Full Project
Category	Office
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park, Pool, Elevator, Parking
Tags	architectural, autocad, banco, bank, basements, building, bureau, buro, bürogebäude, business center, centre d'affaires, centro de negócios, distribution, drawings, DWG, elevations, escritório, floors, full, immeuble de bureaux, la banque, office, office building, offices, plans, prédio de escritórios, Project, sections, stories