Multifamily Building DWG Block for AutoCAD

Multifamily Building DWG Block for AutoCAD

Multifamily Building 6 houses, 4 flats and 2 duplex; contains architectural plants and structures.

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

reception, avenue la libertad, calle los pinos, calle e. galvez, passage eloy reategui, urbanization federico villarreal, room, dining room, study, patio, car-port, asc., first level, second level, third level, d.-main, bathroom, kitchen, stirrups, specified, coating, plate or beam, column ø, det. of bending of stirrups, in columns and footings, length of, development, length of development for, standard hook, minimum extension., minimum radius of bending for bars, typical detail of lightened, steel of temperature, bottom of slabs, bottom of beams , minimum times of demoulding, flooring, fp, table of columns, type, floor, cut and and, zz cut, xx cut, azot, -the concrete of the confinement columns will be subsequently emptied, note:, to the construction of the wall of masonry. This concrete will start from, the upper edge of the foundation, not the overburden., -the bearing walls are indicated shaded in the formwork plans., of encofrar ceilings., all the shaded walls are, bearing. to lift them up before, important note:, consult the calculator engineer., any type of demolition is prohibited, or chopped on them. otherwise, referential plant, without scale, seismic design parameters, zusc, – seismic analysis, – structural system:, – max. of the project:, dynamic analysis:, joint between, structures, technical specifications, reinforced concrete, foundation beams, masonry, beams,: for laying foundation see architecture plans, foundations, slabs and flat beams, note, stairs, partitions , fences and parapets, alternatively use brick tambourine in partitions., the unit of masonry will be of industrial solid type, and must have a resistance, equal to or greater than that indicated below., columns, plates, not cemented on peat, soil organic, topsoil, landfill or sanitary landfill., soil underlying the foundation, these inadequate materials must be removed in their entirety and replaced with selected soils, before starting the construction of the building., – of placing pipes in the walls , corresponding to the installations of any, installation of pipes in walls, – the placement will be done in cavities left during the construction process, of the walls, which will then be filled with concrete., – the installations will always be vertical and, for no reason, the wall will be cut or cut to house them. – The pipes with larger diameters will have routes outside the supporting walls. or, in false columns or they will be housed in special ducts or in non-bearing walls., – see detail of protection of walls with pipes, – all the stages of the construction must be carried out under the direction, execution, quality control, and supervision of professional and qualified technical personnel. – Adequate precautions must be taken to ensure that the products constructed meet or exceed the requirements of the project specifications. for this purpose, they must establish and maintain throughout the construction process, quality control procedures, – the construction must be carried out by collegial civil engineers, who will be responsible for compliance with the plans and technical specifications. del, present project., relationship of standards used for the design:, existing, neighboring construction, new foundation, shoelace, typical elevation of calzadura, note: the numbers indicate the construction sequence, the caliper cloths, construction process of calzadura , carefully emptied, using a vibrator and ensuring that the concrete enters, totally in the excavations without leaving gaps, in the emptying of a horizontal strip, each of which is made, must have the complementary safety measures that, variable width, bar with alternating joints, suitable area for overlays, beam cant, two stirrups , maximum displacement last level :, maximum relative displacement:, seismic separation board:, n.p.t., elevator box, cto. machine, soil improvement with, a-a cut, b-b cut, corr foundation, Mejoram. floor with, cc cut, sanitary lid, pit, sedimentation, tank tank lid, cistern detail, plate, ladder, vae, qq cut, elevator box, check this height according to manufacturer, elevator, pp cut, detail ladder, starter, ladder, slab lightened first level

Raw text data extracted from CAD file:

recepcion N 07 021 022 023 024 027 001 002 003 004 005 006 007 008 009 010 011 012 013 014 015 016 017 018 028 001 002 003 004 005 006 007 008 014 015 016 017 018 019 001 002 003 004 036 001 009 010 014 015 016 011 012 013 014 015 098 001 AVENIDA LA LIBERTAD CALLE LOS PINOS CALLE E. GALVEZ PASAJE ELOY REATEGUI URBANIZACION FEDERICO VILLARREAL A A \A1;.30 \A1;20.00 \A1;8.00 \A1;3.85 \A1;1.00 \A1;2.30 \A1;.25 \A1;3.63 \A1;.30 \A1;.90 \A1;1.35 \A1;.15 \A1;.95 \A1;.30 \A1;2.55 \A1;.30 \A1;2.25 \A1;2.50 \A1;.30 \A1;2.55 \A1;.30 \A1;2.05 \A1;.90 \A1;20.00 \A1;3.80 \A1;2.85 \A1;2.55 \A1;2.00 \A1;2.85 \A1;2.85 \A1;3.10 \A1;.30 \A1;.90 \A1;2.45 \A1;.30 \A1;2.55 \A1;.30 \A1;2.25 \A1;.30 \A1;2.90 \A1;.15 \A1;1.50 \A1;.30 \A1;2.55 \A1;.30 \A1;2.05 \A1;.90 \A1;20.00 \A1;3.80 \A1;2.85 \A1;2.55 \A1;4.85 \A1;2.85 \A1;3.10 \A1;.25 \A1;2.60 \A1;.25 \A1;1.05 \A1;.15 \A1;3.45 \A1;.25 \A1;8.00 \A1;2.98 \A1;1.18 \A1;3.85 \A1;.15 \A1;1.30 \A1;.10 \A1;.25 \A1;1.00 \A1;3.63 \A1;.30 \A1;.90 \A1;1.35 \A1;.15 \A1;.95 \A1;.30 \A1;2.55 \A1;.30 \A1;2.25 \A1;2.50 \A1;.30 \A1;2.55 \A1;.30 \A1;2.05 \A1;.90 \A1;20.00 \A1;3.80 \A1;2.85 \A1;2.55 \A1;2.00 \A1;2.85 \A1;2.85 \A1;3.10 \A1;.30 \A1;.90 \A1;2.45 \A1;.30 \A1;2.55 \A1;.30 \A1;2.25 \A1;.30 \A1;2.90 \A1;.15 \A1;1.50 \A1;.30 \A1;2.55 \A1;.30 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\A1;.40 \A1;.65 \A1;.15 \A1;1.20 \A1;.25 \A1;.25 \A1;1.20 \A1;4.55 \A1;.30 \A1;1.55 \A1;.30 \A1;2.95 \A1;1.35 \A1;2.40 \A1;1.00 \A1;.30 \A1;8.00 \A1;4.38 \A1;.30 \A1;1.65 \A1;.40 \A1;2.80 \A1;.15 \A1;4.75 \A1;.15 \A1;.15 \A1;.15 \A1;1.65 \A1;.50 \A1;.25 \A1;.15 \A1;1.25 \A1;1.80 \A1;1.50 \A1;1.45 \A1;.15 \A1;3.95 \A1;.15 \A1;2.25 \A1;.55 \A1;.75 \A1;.65 \A1;.65 \A1;1.05 \A1;2.40 \A1;1.45 \A1;1.10 \A1;1.30 \A1;.80 \A1;.10 \A1;.40 \A1;.40 \A1;.71 \A1;1.65 \A1;.75 \A1;.85 \A1;.60 \A1;3.00 \A1;.80 \A1;.30 \A1;1.90 \A1;1.45 \A1;1.50 \A1;.90 \A1;.15 \A1;3.10 \A1;.60 \A1;1.95 \A1;.70 \A1;.15 \A1;.90 \A1;1.80 \A1;.15 \A1;.95 \A1;1.20 \A1;.75 \A1;.15 \A1;.35 \A1;.35 \A1;.90 \A1;.55 \A1;.65 \A1;.15 \A1;.90 \A1;.15 \A1;1.30 \A1;1.50 \A1;.90 \A1;2.10 \A1;.60 \A1;2.00 \A1;.10 \A1;.70 \A1;.90 \A1;.15 \A1;3.70 \A1;.15 \A1;2.55 \A1;.30 \A1;2.05 \A1;2.80 \A1;.15 \A1;1.00 \A1;.80 \A1;.15 \A1;1.60 \A1;.15 \A1;1.20 \A1;.50 \A1;1.20 \A1;.40 \A1;1.00 \A1;.15 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.40 \A1;.65 \A1;.15 \A1;1.20 \A1;.25 \A1;.25 \A1;1.20 \A1;4.55 \A1;.30 \A1;1.55 \A1;1.15 \A1;.15 \A1;.60 \A1;.15 \A1;.35 \A1;6.65 \A1;1.65 \A1;2.70 \A1;2.60 \A1;.25 \A1;2.85 \A1;1.65 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.10 \A1;.30 \A1;.10 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.95 \A1;.90 \A1;3.85 \A1;.30 \A1;2.25 \A1;.30 \A1;2.70 \A1;3.40 \A1;.15 \A1;.45 \A1;2.20 \A1;.25 \A1;.30 \A1;.80 \A1;.80 \A1;.30 \A1;.30 SH.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 4 5 6 7 8 9 10 11 12 13 14 15 16 SALA piso porcelanato 60 x60 n.p.t + 0.20 COMEDOR piso porcelanato 60 x60 n.p.t + 0.20 ESTUDIO piso porcelanato 60 x60 n.p.t + 0.20 PATIO piso porcelanato 60 x60 n.p.t + 0.10 CAR-PORT piso porcelanato 60 x60 n.p.t + 0.00 n.p.t + 0.10 ASC. CAR-PORT piso porcelanato 60 x60 n.p.t + 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 5 2.05 .90 5 5 5 5 5 5 5 5 A B C C D E F G 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .90 5 5 5 5 5 5 5 A B C D E F G 5 5 5 5 5 5 5 5 5 5 5 1 1 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2.05 .90 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2.05 .90 5 5 5 5 5 5 5 5 A B C C D E F G 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .90 5 5 5 5 5 5 5 A B C D E F G 5 5 5 5 5 5 5 5 5 5 5 1 1 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .40 .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 .35 .35 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 3 1 3 SH.1 10 26 27 28 29 30 31 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2.05 .90 5 5 5 5 5 5 5 5 A B C C D E F G 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .90 5 5 5 5 5 5 5 A B C D E F G 5 5 5 5 5 5 5 5 5 5 5 1 1 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .40 .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 .35 .35 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 3 5 5 5 5 5 PRIMER NIVEL SEGUNDO NIVEL TERCER NIVEL 1 2 3 4 5 6 7 8 SALA piso porcelanato 60 x60 n.p.t + 5.80 COMEDOR piso porcelanato 60 x60 n.p.t + 5.80 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 D.-PRINCIPAL piso porcelanato 60 x60 n.p.t + 3.00 DORMIT.-1 piso porcelanato 60 x60 n.p.t + 3.00 DORMIT.-2 piso porcelanato 60 x60 n.p.t + 3.00 BAÑO piso porcelanato 60 x60 n.p.t + 3.00 BAÑO piso porcelanato 60 x60 n.p.t + 3.00 D.-PRINCIPAL piso porcelanato 60 x60 n.p.t + 3.00 CL CL CL CL CL SALA piso porcelanato 60 x60 n.p.t + 3.00 COMEDOR piso porcelanato 60 x60 n.p.t + 3.00 DORMIT.-1 piso porcelanato 60 x60 n.p.t + 3.00 DORMIT.-2 piso porcelanato 60 x60 n.p.t + 3.00 DORMIT.-2 piso porcelanato 60 x60 n.p.t + 5.80 DORMIT.-1 piso porcelanato 60 x60 n.p.t + 5.80 D.-PRINCIPAL piso porcelanato 60 x60 n.p.t + 5.80 SALA piso porcelanato 60 x60 n.p.t + 5.80 COMEDOR piso porcelanato 60 x60 n.p.t + 5.80 ASC. ASC. 17 18 19 20 21 22 23 24 25 5 5 5 5 5 5 32 33 34 35 36 37 31 31 COCINA piso porcelanato 60 x60 n.p.t + 0.20 5 5 5 5 5 CL 5 5 5 5 5 Ø ; D ESTRIBOS ESTRIBOS A A \A1;0.41 45° a 45° r r 5 ESPECIFICADO RECUBRIMIENTO PLACA O VIGA ø DE COLUMNA, DET. DE DOBLADO DE ESTRIBOS EN COLUMNAS Y ZAPATAS 1/2" 2.5 1/4" 3/8" 2.0 1.3 d r(cm.) 13.0 10.0 6.5 a(cm.) 0.4058854485929261 \A1;r \A1;r r r LONGITUD DE DESARROLLO LONGITUD DE DESARROLLO PARA GANCHO STANDAR, EXTENSION MINIMA. RADIO MINIMO DE DOBLADO PARA BARRAS r (cm) long.(m) 12db (m) 0.20 0.25 0.15 0.12 0.21 0.28 0.35 0.42 3/8" 1/2" 5/8" 3/4" Ø 5.0 6.0 4.0 3.0 \A1;.15 \A1;.05 \A1;.30 \A1;.10 \A1;.10 \A1;.30 \A1;.10 \A1;4.25 \A1;.45 \A1;.30 \A1;.60 \A1;.30 \A1;.30 \A1;2.85 \A1;1.05 \A1;.95 \A1;1.40 \A1;.60 \A1;.60 \A1;.45 \A1;.30 \A1;4.25 \A1;.45 \A1;.30 \A1;.60 \A1;.30 \A1;.30 \A1;2.85 \A1;.60 \A1;.45 \A1;.30 \A1;1.05 \A1;.45 \A1;1.40 \A1;.60 \A1;3.25 \A1;.45 \A1;.30 \A1;.60 \A1;.30 \A1;.30 \A1;2.85 \A1;.60 \A1;.45 \A1;.30 \A1;.40 \A1;.70 \A1;1.40 \A1;.60 \A1;1.00 \A1;.95 \A1;3.25 \A1;.60 \A1;.30 \A1;.30 \A1;2.85 \A1;.70 \A1;.60 \A1;1.00 \A1;.40 \A1;1.40 \A1;.60 \A1;.95 \A1;.45 \A1;.30 \A1;.45 \A1;.30 \A1;3.25 \A1;.45 \A1;.30 \A1;.60 \A1;.30 \A1;.30 \A1;2.85 \A1;.30 \A1;.45 \A1;.30 \A1;1.00 \A1;.40 \A1;1.30 \A1;.80 \A1;3.25 \A1;.45 \A1;.30 \A1;.60 \A1;.30 \A1;.30 \A1;2.85 \A1;.30 \A1;.45 \A1;.30 \A1;1.00 \A1;.40 \A1;1.30 \A1;.80 \A1;.20 \A1;.20 \A1;.20 \A1;.25 \A1;.20 \A1;.15 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;4.06 \A1;.85 \A1;1.35 \A1;.79 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.28 \A1;1.10 \A1;.28 \A1;2.95 \A1;2.13 \A1;3.58 \A1;3.35 \A1;1.35 \A1;1.00 \A1;1.00 \A1;1.10 \A1;1.10 \A1;1.10 \A1;.61 \A1;.30 \A1;.61 \A1;1.10 \A1;.30 \A1;1.35 \A1;1.00 \A1;1.10 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;4.06 \A1;1.35 \A1;1.10 \A1;1.00 \A1;.28 \A1;1.10 \A1;.28 \A1;2.95 \A1;2.13 \A1;3.58 \A1;3.35 \A1;.79 \A1;.85 \A1;.61 \A1;1.10 \A1;.35 \A1;.30 \A1;1.35 \A1;1.00 \A1;1.10 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.89 \A1;.30 \A1;.30 \A1;3.66 \A1;.76 \A1;1.10 \A1;1.00 \A1;1.65 \A1;2.95 \A1;2.13 \A1;3.58 \A1;2.45 \A1;.60 \A1;.30 \A1;.90 \A1;.35 \A1;.30 \A1;.89 \A1;.30 \A1;.30 \A1;3.66 \A1;1.20 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;1.65 \A1;1.35 \A1;1.00 \A1;1.10 \A1;1.10 \A1;.61 \A1;.35 \A1;.30 \A1;.35 \A1;.30 \A1;.60 \A1;2.95 \A1;2.13 \A1;3.58 \A1;2.45 \A1;1.10 \A1;.90 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;1.65 \A1;1.00 \A1;.35 \A1;2.95 \A1;2.13 \A1;3.58 \A1;2.45 \A1;.90 \A1;.50 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.35 \A1;.30 \A1;.30 \A1;.30 \A1;.28 \A1;1.10 \A1;.28 \A1;2.95 \A1;2.13 \A1;3.58 \A1;3.35 \A1;.35 \A1;.35 \A1;.30 \A1;.89 \A1;.30 \A1;.30 \A1;3.66 \A1;.76 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;1.65 \A1;1.35 \A1;1.00 \A1;1.10 \A1;1.10 \A1;.61 \A1;.35 \A1;.30 \A1;.35 \A1;.30 \A1;.89 \A1;.30 \A1;.30 \A1;3.66 \A1;1.20 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;1.65 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;1.65 \A1;1.00 \A1;.35 \A1;1.35 \A1;1.00 \A1;1.10 \A1;1.10 \A1;.61 \A1;.35 \A1;.30 \A1;.35 \A1;.30 \A1;2.95 \A1;2.13 \A1;3.58 \A1;2.45 \A1;1.00 \A1;1.10 \A1;.30 \A1;2.95 \A1;2.13 \A1;3.58 \A1;2.45 \A1;2.95 \A1;2.13 \A1;3.58 \A1;2.45 \A1;.90 \A1;1.10 \A1;.90 \A1;.50 \A1;.90 \A1;1.30 \A1;2.40 \A1;.90 \A1;1.15 \A1;.50 \A1;.30 \A1;.30 \A1;.30 \A1;1.50 \A1;.10 \A1;.50 \A1;.80 \A1;.30 \A1;1.15 \A1;.50 \A1;.30 \A1;.30 \A1;.10 \A1;.20 \A1;3.35 \A1;3.58 \A1;2.13 \A1;2.95 \A1;.58 \A1;1.10 \A1;.58 \A1;4.01 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;1.30 \A1;1.50 \A1;2.40 \A1;.10 \A1;.10 \A1;.50 \A1;.80 \A1;.30 \A1;.20 \A1;.90 \A1;.70 \A1;.50 \A1;.30 \A1;1.65 \A1;.50 \A1;.70 \A1;1.20 \A1;1.10 \A1;1.20 \A1;.89 \A1;.30 \A1;.30 \A1;1.15 \A1;.50 \A1;.30 \A1;.30 \A1;3.35 \A1;3.58 \A1;2.13 \A1;2.95 \A1;.30 \A1;3.66 \A1;.50 \A1;.50 \A1;1.20 \A1;.70 \A1;1.20 \A1;1.10 \A1;.80 \A1;.90 \A1;.50 \A1;.30 \A1;1.65 \A1;.50 \A1;.70 \A1;1.20 \A1;1.10 \A1;1.20 \A1;.89 \A1;.30 \A1;.30 \A1;.50 \A1;.30 \A1;.30 \A1;3.35 \A1;3.58 \A1;2.13 \A1;2.95 \A1;.30 \A1;3.66 \A1;.50 \A1;.50 \A1;1.20 \A1;1.30 \A1;1.50 \A1;1.20 \A1;.10 \A1;.10 \A1;.50 \A1;.80 \A1;.30 \A1;.20 \A1;1.30 \A1;1.70 \A1;.30 \A1;.10 \A1;.50 \A1;.80 \A1;.30 \A1;.20 \A1;.30 \A1;.30 \A1;.70 \A1;.50 \A1;.15 \A1;.20 \A1;.70 \A1;.50 \A1;.15 \A1;.20 \A1;.70 \A1;.50 \A1;.15 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.90 \A1;.25 \A1;.90 \A1;.25 \A1;.90 \A1;.25 \A1;.30 \A1;.30 \A1;.15 \A1;1.00 \A1;.30 \A1;1.00 \A1;.30 \A1;.15 \A1;.30 \A1;1.00 \A1;.30 \A1;.15 \A1;.30 \A1;.90 \A1;1.00 \A1;.30 \A1;.15 \A1;.15 \A1;.30 \A1;.90 \A1;1.00 \A1;.30 \A1;.15 \A1;.15 \A1;.30 \A1;.30 \A1;.275 \A1;.275 \A1;.30 \A1;.30 \A1;2.35 \A1;.15 \A1;.15 \A1;1.65 \A1;.15 \A1;h \A1;ANCHO VARIABLE \A1;.20 \A1;.20 \A1;.20 \A1;L \A1;L \A1;h/3 central \A1;L \A1;PERALTE DE VIGA \A1;PERALTE DE VIGA \A1;PERALTE DE VIGA \A1;1.50 \A1;19.60 \A1;2.50 \A1;1.65 \A1;1.30 \A1;1.50 \A1;1.20 \A1;.10 \A1;.10 \A1;.50 \A1;.80 \A1;.30 \A1;.20 \A1;.70 \A1;.30 \A1;.90 \A1;.50 \A1;1.50 \A1;.90 \A1;.50 \A1;1.50 \A1;.30 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.90 \A1;.50 \A1;1.50 \A1;.30 \A1;.45 \A1;.60 \A1;.55 \A1;.90 \A1;.50 \A1;1.50 \A1;.30 \A1;.60 \A1;.45 \A1;.150 \A1;.50 \A1;1.85 \A1;.15 \A1;.40 \A1;.15 \A1;.25 \A1;.26 \A1;.60 \A1;1.93 \A1;2.80 \A1;2.45 \A1;1.05 \A1;1.50 \A1;.45 \A1;.25 \A1;.25 \A1;2.50 \A1;.15 \A1;2.50 \A1;.15 \A1;.15 \A1;.30 \A1;.30 \A1;.55 \A1;.55 \A1;.15 \A1;.30 \A1;1.20 \A1;1.05 \A1;.35 \A1;.15 \A1;.80 \A1;.50 \A1;1.20 \A1;.15 \A1;.30 \A1;.20 \A1;.15 \A1;.15 \A1;.30 \A1;.30 \A1;.55 \A1;.55 \A1;.15 \A1;1.20 \A1;1.20 \A1;.15 \A1;.30 \A1;.15 \A1;.15 \A1;.15 \A1;.30 \A1;.30 \A1;.55 \A1;.55 \A1;.15 \A1;.30 \A1;1.20 \A1;1.20 \A1;.15 \A1;1.20 \A1;.60 \A1;.30 \A1;1.95 \A1;2.50 \A1;2.40 \A1;.10 \A1;.10 \A1;.60 \A1;.86 \A1;.20 \A1;.45 \A1;1.20 \A1;1.95 \A1;.10 \A1;.20 \A1;.45 \A1;1.20 \A1;1.30 \A1;.15 \A1;.15 \A1;20.00 \A1;3.83 \A1;2.83 \A1;2.55 \A1;4.85 \A1;2.85 \A1;3.10 \A1;20.00 \A1;3.83 \A1;2.83 \A1;2.55 \A1;4.85 \A1;2.85 \A1;3.10 \A1;8.00 \A1;3.33 \A1;.83 \A1;3.85 \A1;20.00 \A1;3.83 \A1;2.83 \A1;2.55 \A1;4.85 \A1;2.85 \A1;3.10 \A1;20.00 \A1;3.83 \A1;2.83 \A1;2.55 \A1;4.85 \A1;2.85 \A1;3.10 \A1;8.00 \A1;3.33 \A1;.83 \A1;3.85 \A1;.85 \A1;.80 \A1;1.10 \A1;.85 \A1;.70 \A1;.85 \A1;.85 \A1;1.10 \A1;.85 \A1;1.45 \A1;.85 \A1;1.45 \A1;.80 \A1;.85 \A1;.84 \A1;.49 \A1;.85 \A1;.85 \A1;.85 \A1;.84 \A1;.70 \A1;.70 \A1;.85 \A1;1.45 \A1;.85 \A1;1.45 \A1;.80 \A1;.85 \A1;.84 \A1;.69 \A1;.85 \A1;.85 \A1;1.10 \A1;1.25 \A1;.85 \A1;.85 \A1;1.45 \A1;.85 \A1;1.45 \A1;.80 \A1;.85 \A1;.84 \A1;.69 \A1;.85 \A1;.50 \A1;.85 \A1;.85 \A1;.84 \A1;1.45 \A1;.80 \A1;.85 \A1;.85 \A1;1.10 \A1;1.25 \A1;.85 \A1;.85 \A1;.85 \A1;.84 \A1;20.00 \A1;3.83 \A1;2.83 \A1;2.55 \A1;4.85 \A1;2.85 \A1;3.10 \A1;20.00 \A1;3.83 \A1;2.83 \A1;2.55 \A1;4.85 \A1;2.85 \A1;3.10 \A1;8.00 \A1;3.33 \A1;.83 \A1;3.85 \A1;.85 \A1;.80 \A1;1.10 \A1;.85 \A1;.70 \A1;.85 \A1;.85 \A1;1.10 \A1;.85 \A1;1.45 \A1;.85 \A1;1.45 \A1;.80 \A1;.85 \A1;.84 \A1;.49 \A1;.85 \A1;.85 \A1;.85 \A1;.84 \A1;.49 \A1;.85 \A1;1.45 \A1;.85 \A1;1.45 \A1;.80 \A1;.85 \A1;.84 \A1;.69 \A1;.85 \A1;.85 \A1;1.10 \A1;1.25 \A1;.85 \A1;.85 \A1;1.45 \A1;.85 \A1;1.45 \A1;.80 \A1;.85 \A1;.84 \A1;.69 \A1;.85 \A1;.50 \A1;.85 \A1;.85 \A1;.84 \A1;1.45 \A1;.80 \A1;.85 \A1;.85 \A1;1.10 \A1;1.25 \A1;.85 \A1;.85 \A1;.85 \A1;.84 \A1;.85 \A1;.85 \A1;.85 \A1;1.10 \A1;1.25 \A1;1.10 \A1;.15 \A1;.15 \A1;20.00 \A1;3.83 \A1;2.83 \A1;2.55 \A1;4.85 \A1;2.85 \A1;3.10 \A1;20.00 \A1;3.83 \A1;2.83 \A1;2.55 \A1;4.85 \A1;2.85 \A1;3.10 \A1;8.00 \A1;3.33 \A1;.83 \A1;3.85 \A1;.85 \A1;.80 \A1;1.10 \A1;.85 \A1;.70 \A1;.85 \A1;.85 \A1;1.10 \A1;.85 \A1;1.45 \A1;.85 \A1;1.45 \A1;.80 \A1;.85 \A1;.84 \A1;.49 \A1;.85 \A1;.85 \A1;.85 \A1;.84 \A1;.70 \A1;.70 \A1;.85 \A1;1.45 \A1;.85 \A1;1.45 \A1;.80 \A1;.85 \A1;.84 \A1;.69 \A1;.85 \A1;.85 \A1;1.10 \A1;1.25 \A1;.85 \A1;.85 \A1;1.45 \A1;.85 \A1;1.45 \A1;.80 \A1;.85 \A1;.84 \A1;.69 \A1;.85 \A1;.50 \A1;.85 \A1;.85 \A1;.84 \A1;1.45 \A1;.80 \A1;.85 \A1;.85 \A1;1.10 \A1;1.25 \A1;.85 \A1;.85 \A1;.85 \A1;.84 \A1;.15 5 DETALLE TIPICO DE ALIGERADO 5 5 Esc. 1/10 5 Ø1/4" @.25 Acero de Temperatura 5 <> 5 LATERALES DE COLUMNAS, VIGAS Y MUROS 12 Hs. FONDO DE LOSAS Luz menor de 3 m 4 dias Luz menor de 6 m 7 dias Luz mayor de 6 m 10 dias FONDO DE VIGAS Luz menor de 3 m 7 dias Luz menor de 6 m 14 dias Luz mayor de 6 m 21 dias TIEMPOS MINIMOS DE DESENCOFRADOS PRIMER NIVEL 5 5 <1-1> 5 3Ø5/8"corr 3Ø5/8"corr 5 1 1 5 5 3/8" 1@.05, 9@.10, 3@.15, R@.20, c/e VP-101,201,301,401 (0.30x 0.45) 5 5 5 5 3Ø5/8"corr 3Ø5/8"corr 3Ø5/8"corr 3/8" 1@.05, 9@.10, 3@.15, R@.20, c/e 2 2 3Ø5/8"ref 1Ø5/8"ref 2Ø5/8"ref 5 5 1Ø3/4"ref 1Ø3/4"ref 5 <2-2> 5 3Ø5/8"corr 3Ø5/8"corr 1Ø3/4"ref 3Ø5/8"ref 5 5 <1-1> 5 3Ø5/8"corr 2Ø5/8"corr 5 1 1 5 5 3/8" 1@.05, 9@.10, 3@.15, R@.20, c/e VP-501 (0.30x 0.45) 5 5 5 5 3Ø5/8"corr 3Ø5/8"corr 3Ø5/8"corr 3/8" 1@.05, 9@.10, 3@.15, R@.20, c/e 2 2 2Ø5/8"ref 2Ø5/8"ref 5 5 1Ø5/8"ref 1Ø5/8"ref 5 <2-2> 5 3Ø5/8"corr 3Ø5/8"corr 1Ø5/8"ref 2Ø5/8"ref 5 5 <1-1> 5 3Ø5/8"corr 3Ø5/8"corr 5 1 1 5 5 3/8" 1@.05, 9@.10, 3@.15, R@.20, c/e VP-102,202,302,402 (0.30x 0.45) 5 5 5 5 3Ø5/8"corr 3Ø5/8"corr 3Ø5/8"corr 3/8" 1@.05, 9@.10, 3@.15, R@.20, c/e 2 2 3Ø5/8"ref 1Ø5/8"ref 3Ø5/8"ref 5 5 1Ø3/4"ref 1Ø3/4"ref 5 <2-2> 5 3Ø5/8"corr 3Ø5/8"corr 1Ø3/4"ref 3Ø5/8"ref 5 5 3Ø5/8"corr 3Ø5/8"corr 3Ø5/8"corr 5 5 1 1 5 5 3/8" 1@.05, 9@.10, 3@.15, R@.20, c/e VP-502 (0.30x 0.45) 5 5 5 5 3Ø5/8"corr 3Ø5/8"corr 3Ø5/8"corr 3/8" 1@.05, 9@.10, 3@.15, R@.20, c/e 2 2 2Ø5/8"ref 1Ø5/8"ref 1Ø5/8"ref 5 5 1Ø5/8"ref 5 5 3Ø5/8"corr 5 <1-1> 5 3Ø5/8"corr 2Ø5/8"corr 1Ø5/8"ref 5 <2-2> 5 3Ø5/8"corr 3Ø5/8"corr 1Ø5/8"ref 2Ø5/8"ref 5 5 <1-1> 5 3Ø5/8"corr 3Ø5/8"corr 5 1 1 5 5 3/8" 1@.05, 9@.10, 3@.15, R@.20, c/e VP-103,203,303,403 (0.30x 0.45) 5 5 5 5 3Ø5/8"corr 3Ø5/8"corr 3Ø5/8"corr 3/8" 1@.05, 9@.10, 3@.15, R@.20, c/e 2 2 2Ø5/8"ref 1Ø5/8"ref 2Ø5/8"ref 5 <2-2> 5 3Ø5/8"corr 3Ø5/8"corr 2Ø5/8"ref 5 5 3Ø5/8"corr 2Ø5/8"ref 1Ø5/8"ref 5 5 <1-1> 5 2Ø5/8"+1Ø1/2"corr 2Ø5/8"corr 5 1 1 5 5 3/8" 1@.05, 9@.10, 3@.15, R@.20, c/e VP-503 (0.30x 0.45) 5 5 5 5 2Ø5/8"corr 2Ø5/8"+1Ø1/2"corr 3/8" 1@.05, 9@.10, 3@.15, R@.20, c/e 2 2 1Ø5/8"ref 1Ø5/8"ref 1Ø5/8"ref 5 <2-2> 5 2Ø5/8"corr 5 5 1Ø5/8"ref 1Ø5/8"ref 2Ø5/8"corr 2Ø5/8"+1Ø1/2"corr 2Ø5/8"+1Ø1/2"corr 2Ø5/8"ref 5 VA-2 (25X20) 5 3Ø1/2"corr 3Ø1/2"corr 3/8" 1@.05, 6@.10, R@.15 5 VA (15X20) 5 2Ø3/8"corr 2Ø3/8"corr 1/4" 1@.05, 5@.10, R@.15 5 VA-1 (15X20) 5 2Ø1/2"corr 2Ø1/2"corr 3/8" 1@.05, 5@.10, R@.15 <1-1> 5 2Ø5/8"corr 2Ø5/8"corr 5 1 1 5 5 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e VS-101,201,301,401 (0.30x 0.35) 5 5 5 2Ø5/8"corr 2Ø5/8"corr 2 2 1Ø5/8"ref 5 5 5 5 5 5 5 5 5 5 5 5 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 3/8" 1@.05, 7@.10, R@.15, c/e 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e 5 1Ø5/8"ref 5 5 5 1Ø5/8"ref 1Ø5/8"ref 5 5 5 2Ø5/8"corr 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e 1Ø5/8"ref <2-2> 5 2Ø5/8"corr 2Ø5/8"corr 1Ø5/8"ref <1-1> 5 2Ø5/8"corr 2Ø5/8"corr 5 1 1 5 5 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e VS-501 (0.30x 0.35) 5 5 5 2Ø5/8"corr 2Ø5/8"corr 2 2 1Ø1/2"ref 5 5 5 5 5 5 5 5 5 5 5 5 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 3/8" 1@.05, 7@.10, R@.15, c/e 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e 5 1Ø1/2"ref 5 5 5 1Ø1/2"ref 1Ø1/2"ref 5 5 5 2Ø5/8"corr 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e 1Ø1/2"ref <2-2> 5 2Ø5/8"corr 2Ø5/8"corr 1Ø1/2"ref <1-1> 5 2Ø5/8"corr 2Ø5/8"corr 5 1 1 5 5 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e VS-102,202,302,402 (0.30x 0.35) 5 3.66 5 2Ø5/8"corr 2Ø5/8"corr 2 2 1Ø5/8"ref 5 5 5 5 5 5 5 5 5 2.45 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e 5 1Ø5/8"ref 5 5 5 1Ø5/8"ref 1Ø5/8"ref 5 5 5 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e 1Ø5/8"ref 5 <2-2> 5 2Ø5/8"corr 2Ø5/8"corr 1Ø5/8"ref 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 5 1Ø1/2"ref 5 <1-1> 5 2Ø5/8"corr 2Ø5/8"corr 5 1 1 5 5 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e VS-502 (0.30x 0.35) 5 3.66 5 2Ø5/8"corr 2Ø5/8"corr 2 2 1Ø1/2"ref 5 5 5 5 5 5 5 5 5 2.45 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e 5 1Ø1/2"ref 5 5 1Ø1/2"ref 1Ø5/8"ref 5 5 5 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e 1Ø1/2"ref 5 <2-2> 5 2Ø5/8"corr 2Ø5/8"corr 1Ø5/8"ref 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 5 5 1Ø5/8"ref <1-1> 5 2Ø5/8"corr 2Ø5/8"corr 1 1 5 VS-602 (0.30x 0.35) 5 2Ø5/8"corr 2Ø5/8"corr 5 5 5 5 5 5 5 5 2.45 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e 5 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 5 5 5 5 <1-1> 5 2Ø5/8"corr 2Ø5/8"corr 1 1 5 VS-601 (0.30x 0.35) 5 2Ø5/8"corr 2Ø5/8"corr 5 5 5 5 5 5 5 5 5 5 5 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 3/8" 1@.05, 7@.10, R@.15, c/e 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e 2Ø5/8"corr 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e 1 1 1 1 1 1 5 5 <1-1> 5 2Ø5/8"corr 2Ø5/8"corr 5 1 1 5 5 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e VS-102,202,302,402 (0.30x 0.35) 5 3.66 5 2Ø5/8"corr 2Ø5/8"corr 2 2 1Ø5/8"ref 5 5 5 5 5 5 5 5 2.45 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e 5 1Ø5/8"ref 5 5 5 1Ø5/8"ref 1Ø5/8"ref 5 5 5 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e 1Ø5/8"ref 5 <2-2> 5 2Ø5/8"corr 2Ø5/8"corr 1Ø5/8"ref 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 5 1Ø1/2"ref 5 <1-1> 5 2Ø5/8"corr 2Ø5/8"corr 5 1 1 5 5 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e VS-502 (0.30x 0.35) 5 3.66 5 2Ø5/8"corr 2Ø5/8"corr 2 2 1Ø1/2"ref 5 5 5 5 5 5 5 5 2.45 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e 5 1Ø1/2"ref 5 5 1Ø1/2"ref 1Ø5/8"ref 5 5 5 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e 1Ø1/2"ref 5 <2-2> 5 2Ø5/8"corr 2Ø5/8"corr 1Ø5/8"ref 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 5 5 1Ø5/8"ref <1-1> 5 2Ø5/8"corr 2Ø5/8"corr 1 1 5 VS-602 (0.30x 0.35) 5 2Ø5/8"corr 2Ø5/8"corr 5 5 5 5 5 5 5 5 2.45 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e 5 3/8" 1@.05, 7@.10, 3@.15, R@.20, c/e 2Ø5/8"corr 2Ø5/8"corr 2Ø5/8"corr 5 5 5 4Ø3/4"corr 4Ø3/4"corr # Ø3/8" S O L A D O 4 Ø5/8" CORTE 1-1 1Ø5/8"@.175 Df=-1.50m respecto nivel de vereda VIGA DE CIMENTACION.: VC-101 - EJE 2 5 5 5 3/8" 1@.05, 6@.10, 3@.15, R@.25, c/e 3/8" 1@.05, 6@.10, 3@.15, R@.25, c/e 3/8" 1@.05, 6@.10, 3@.15, R@.25, c/e 4Ø3/4" 4 Ø3/4" 5 5 5 5 5 5 5 3/8" @.20 5 5 5 5 5 3/8" @.20 3/8" @.20 1 1 2 2 1Ø5/8"@.15 2Ø3/4"ref 1Ø3/4" 1Ø3/4" 1Ø3/4" 2Ø3/4" N.P.T.+0.20 F.P. N.T.N.+0.00 5 3/8" 1@.05, 6@.10, 3@.15, R@.25, c/e 1Ø3/4" 5 3/8" 1@.05, 6@.10, 3@.15, R@.25, c/e 2 Ø5/8" 2 Ø5/8" 1Ø3/4" 5 5 5 5 5 5 5 5 5 5 5 5 4 Ø3/4" 2Ø3/4" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 5 5 4 Ø3/4" 2Ø3/4" 4Ø3/4" 4Ø3/4" 4Ø3/4" 4Ø3/4" 4Ø3/4" 3/8" @.20 3/8" @.20 3/8" @.20 3/8" @.20 4 Ø3/4" 4 Ø3/4" 4 Ø3/4" 4Ø3/4"corr 4Ø3/4"corr # Ø3/8" S O L A D O 4 Ø5/8" CORTE 2-2 1Ø5/8"@.175 Df=-1.50m respecto nivel de vereda 5 5 5 5 5 5 5 1Ø5/8"@.15 2Ø3/4"ref N.P.T.+0.20 F.P. N.T.N.+0.00 5 5 1Ø3/4"ref VIGA DE CIMENTACION.: VC-102 - EJE 1 5 5 5 3/8" 1@.05, 6@.10, 3@.15, R@.25, c/e 3/8" 1@.05, 6@.10, 3@.15, R@.25, c/e 3/8" 1@.05, 6@.10, 3@.15, R@.25, c/e 4Ø3/4" 4 Ø3/4" 3/8" @.20 5 5 5 5 5 3/8" @.20 3/8" @.20 3 3 4 4 1Ø3/4" 1Ø5/8" 1Ø5/8" 2Ø3/4" 5 3/8" 1@.05, 6@.10, 3@.15, R@.25, c/e 1Ø3/4" 5 3/8" 1@.05, 6@.10, 3@.15, R@.25, c/e 2 Ø5/8" 2 Ø5/8" 1Ø3/4" 5 5 5 5 5 5 5 5 5 5 4 Ø3/4" 2Ø3/4" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 5 4 Ø3/4" 2Ø3/4" 4Ø3/4" 4Ø3/4" 4Ø3/4" 4Ø3/4" 4Ø3/4" 3/8" @.20 3/8" @.20 3/8" @.20 3/8" @.20 4 Ø3/4" 4 Ø3/4" 4 Ø3/4" 5 5 5 1Ø3/4" 5 5 1Ø3/4" 1Ø3/4" 5 1Ø3/4" 5 5 5 1Ø3/4" VIGA DE CIMENTACION.: VC-103 - EJE 3 5 5 5 3/8" 1@.05, 6@.10, 3@.15, R@.25, c/e 3/8" 1@.05, 6@.10, 3@.15, R@.25, c/e 3/8" 1@.05, 6@.10, 3@.15, R@.25, c/e 4Ø3/4" 4 Ø3/4" 3/8" @.20 5 5 5 3/8" @.20 3/8" @.20 5 5 1Ø3/4" 1Ø5/8" 1Ø3/4" 5 3/8" 1@.05, 6@.10, 3@.15, R@.25, c/e 1Ø3/4" 5 3/8" 1@.05, 6@.10, 3@.15, R@.25, c/e 2 Ø5/8" 2 Ø5/8" 1Ø3/4" 5 5 5 5 5 5 5 5 5 5 4 Ø3/4" 1Ø3/4" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 2 Ø5/8" 5 4 Ø3/4" 1Ø3/4" 4Ø3/4" 4Ø3/4" 4Ø3/4" 4Ø3/4" 4Ø3/4" 3/8" @.20 3/8" @.20 3/8" @.20 3/8" @.20 4 Ø3/4" 4 Ø3/4" 4 Ø3/4" 5 5 5 1Ø3/4" 5 5 1Ø5/8" 4Ø3/4"corr 4Ø3/4"corr # Ø3/8" S O L A D O 4 Ø5/8" CORTE 3-3 1Ø5/8"@.175 Df=-1.50m respecto nivel de vereda 5 5 5 5 5 5 5 2Ø3/4"ref N.P.T.+0.20 F.P. N.T.N.+0.00 5 5 4Ø3/4"corr 4Ø3/4"corr # Ø3/8" S O L A D O 4 Ø5/8" CORTE 5-5 1Ø5/8"@.175 Df=-1.70m respecto nivel de vereda 5 5 5 5 5 5 1Ø3/4"ref N.P.T.+0.20 F.P. N.T.N.+0.00 5 5 CUADRO DE COLUMNAS TIPO PISO ESC. 1/25 1° 2° C-1 4Ø3/4"+4Ø5/8" 4@.15, R@.20: c/ext. 3/8" 1@.05, 7@.10, C-2 C-3 5 5 5° 4@.15, R@.20: c/ext. 4@.15, R@.20: c/ext. 3/8" 1@.05, 6@.10, 8 Ø5/8" 5 S/C 5 5 CORTE y-y ESC.: 1/25 N.T.N.+0.00 N.P.T.+0.20 F.P. F.P. 5 5 S/C 5 5 CORTE z-z ESC.: 1/25 N.T.N.+0.00 N.P.T.+0.20 F.P. F.P. 5 5 S/C 5 5 CORTE X-X ESC.: 1/25 N.T.N.+0.00 N.P.T.+0.30 F.P. N.P.T.+0.30 F.P. 5 2Ø3/4"+1Ø5/8" 2Ø5/8" 2Ø3/4"+1Ø5/8" 4Ø3/4"+4Ø5/8" 4@.15, R@.20: c/ext. 3/8" 1@.05, 6@.10, 5 5 2Ø3/4"+1Ø5/8" 2Ø5/8" 2Ø3/4"+1Ø5/8" 3° 4° Azot 5 5 3Ø5/8" 2Ø5/8" 3Ø5/8" 5 5 3Ø5/8" 2Ø3/4" 3Ø5/8" 2Ø3/4"+6Ø5/8" 4@.15, R@.20: c/ext. 3/8" 1@.05, 7@.10, 5 5 3Ø5/8" 2Ø3/4" 3Ø5/8" 4@.15, R@.20: c/ext. 3/8" 1@.05, 6@.10, 2Ø3/4"+6Ø5/8" 5 5 4@.15, R@.20: c/ext. 4@.15, R@.20: c/ext. 3/8" 1@.05, 6@.10, 8 Ø5/8" 3Ø5/8" 2Ø5/8" 3Ø5/8" 5 5 3Ø5/8" 2Ø5/8" 3Ø5/8" 8 Ø5/8" 4@.15, R@.20: c/ext. 3/8" 1@.05, 7@.10, 5 5 3Ø5/8" 2Ø5/8" 3Ø5/8" 8 Ø5/8" 4@.15, R@.20: c/ext. 3/8" 1@.05, 7@.10, 5 5 3Ø5/8" 2Ø5/8" 3Ø5/8" 8 Ø5/8" 4@.15, R@.20: c/ext. 3/8" 1@.05, 7@.10, C-4 5 5 3Ø5/8" 2Ø5/8" 3Ø5/8" 14 Ø5/8" 4@.15, R@.20: c/ext. 3/8" 1@.05, 7@.10, 2 2Ø5/8" 2Ø5/8" 2Ø5/8" 5 5 3Ø5/8" 2Ø5/8" 3Ø5/8" 14 Ø5/8" 4@.15, R@.20: c/ext. 3/8" 1@.05, 6@.10, 2 2Ø5/8" 2Ø5/8" 2Ø5/8" 5 5 3Ø5/8" 2Ø5/8" 3Ø5/8" 14 Ø5/8" 4@.15, R@.20: c/ext. 3/8" 1@.05, 6@.10, 2 2Ø5/8" 2Ø5/8" 2Ø5/8" PL-1 5 5 5 5 4@.15, R@.20: c/ext. 3/8" 1@.05, 6@.10, 8 Ø5/8" 8 Ø3/8" 4 Ø3/8" 3/8" 1@.05, 5@.10, 3@.15, R@.20 5 5 5 5 4@.15, R@.20: c/ext. 3/8" 1@.05, 5@.10, 8 Ø5/8" 8 Ø3/8" 4 Ø3/8" 3/8" 1@.05, 4@.10, 3@.15, R@.20 5 5 5 5 4@.15, R@.20: c/ext. 3/8" 1@.05, 5@.10, 6Ø5/8"+2Ø1/2" 8 Ø3/8" 4 Ø3/8" 3/8" 1@.05, 4@.10, 3@.15, R@.20 2Ø1/2" 5 5 PL-2 5 5 5 5 4 Ø3/8" 8 Ø3/8" 4@.15, R@.20: c/ext. 3/8" 1@.05, 6@.10, 3/8" 1@.05, 5@.10, 3@.15, R@.20 5 5 5 5 5 5 4 Ø3/8" 8 Ø3/8" 4@.15, R@.20: c/ext. 3/8" 1@.05, 6@.10, 3/8" 1@.05, 5@.10, 3@.15, R@.20 8 Ø5/8" 6 Ø5/8" 2Ø1/2" 4 Ø3/8" 6 Ø3/8" 5 5 5 5 5 5 5 5 5 5 5 PL-3 4@.15, R@.20: c/ext. 3/8" 1@.05, 6@.10, 3/8" 1@.05, 5@.10, 3@.15, R@.20 3/8" 1@.05, 5@.10, 3@.15, R@.20 3/8" 1@.05, 5@.10, 3@.15, R@.20 8 Ø5/8" 8 Ø5/8" 4Ø1/2" 4Ø1/2" 26 Ø1/2" 26 Ø1/2" 16 Ø1/2" -EL CONCRETO DE LAS COLUMNAS DE CONFINAMIENTO SE VACIARÁ POSTERIORMENTE NOTA: A LA CONSTRUCCION DEL MURO DE ALBAÑILERÌA.ESTE CONCRETO EMPEZARÁ DESDE EL BORDE SUPERIOR DEL CIMIENTO, NO DEL SOBRECIMIENTO. -TODOS LOS TABIQUES NACEN SOBRE EL FALSO PISO. (VER DETALLE DE CIMENTACION DE TABIQUES) -LOS MUROS PORTANTES SE INDICAN SOMBREADOS EN LOS PLANOS DE ENCOFRADOS. DE ENCOFRAR TECHOS. TODOS LOS MUROS SOMBREADOS SON PORTANTES. LEVANTARLOS A TOPE ANTES NOTA IMPORTANTE : CONSULTAR AL INGENIERO CALCULISTA. SE PROHIBE CUALQUIER TIPO DE DEMOLICION ó PICADO SOBRE ELLOS. CASO CONTRARIO PLANTA REFERENCIAL SIN ESCALA Y X RESULTADO DEL ANALISIS:(Maximos) (FACTOR DE ZONA,ZONA 3) (FACTOR DE AMPLIFICACION) (FACTOR DE SUELO) (FACTOR DE USO) (NORMAS TECNICAS E-030) PARAMETROS DE DISEÑO SISMICO P ZUSC R 0.40 2.5 1.4 1.0 Z = V= C = S = U = X Y (ZONAS) - ANALISIS SISMICO - SISTEMA ESTRUCTURAL : (FACTOR DE REDUCION-SISTEMA dual-concreto REGULAR) 7 Ry = - DISTORSION MAX. DEL PROYECTO : - LIMITE MAXIMO DE DISTORSION : Y-Y = 0.007A CONCRETO RNE-E-60 ANALISIS DINAMICO : JUNTA ENTRE VECINOS =5cm X-X = 0.007 CONCRETO RNE-E-60 7 Rx = -LONGITUDINAL(Y-Y)DUAL (PORTICOS DE CONCRETO) - TRANVERSAL(X-X)DUAL (PORTICOS DE CONCRETO) : RECUBRIMIENTO SOBRECARGAS= INDICADAS EN LOS PLANOS fy = 4200 kg/cm2 ESTRUCTURAS wt = 0.77 kg/cm2 (INDICADO EN ESTUDIO DE SUELOS, FIRMADO POR EL ING. JOSE JULIO) ESPECIFICACIONES TECNICAS CONCRETO ARMADO f'c=210 kg/cm2 4cm 2cm VIGAS DE CIMENTACION ALBAÑILERIA VIGAS MUROS Y PLACAS e=13.0 cm. MORTERO : CEMENTO-ARENA 1:4 (MUROS PORTANTES) : PARA EL TRAZADO DE CIMENTACION VER PLANOS DE ARQUITECTURA CIMENTACIÓN COLUMNAS DE CONFINAMIENTO DE 13 cm. CEMENTO ARENA 1:5 (TABIQUES, CERCOS Y PARAPETOS) 2cm LOSAS Y VIGAS CHATAS NOTA 2cm ESCALERAS LADRILLO TIPO IV f'b=130 Kg/cm2 f'm=65 kg/cm2 - 25% VACIOS : LADRILLO TIPO III f'b=55 Kg/cm2 f'm=35kg/cm2-25% VACIOS TABIQUES, CERCOS Y PARAPETOS ALTERNATIVAMENTE USAR LADRILLO PANDERETA EN TABIQUES. LA UNIDAD DE ALBAÑILERÍA SERÁ DE TIPO SÓLIDO INDUSTRIAL, Y DEBERÁ TENER UNA RESISTENCIA IGUAL Ó MAYOR A LA INDICADA A CONTINUCIÓN. (VER NOTA DE ASENTADO DE MUROS PORTANTES) 2cm 8cm 2cm COLUMNAS 4cm PLACAS 2cm 2cm VIGAS PERALTADAS e=13 cm. NO SE CIMENTARA SOBRE TURBA, SUELO ORGANICO, TIERRA VEGETAL, DESMONTE ó RELLENO SANITARIO. SUELO SUBYACENTE A LA CIMENTACION ESTOS MATERIALES INADECUADOS DEBERAN SER REMOVIDOS EN SU TOTALIDAD Y REMPLAZADOS CON SUELOS SELECCIONADOS, ANTES DE INICIAR LA CONSTRUCCION DE LA EDIFICACION. - DE COLOCARSE TUBOS EN LOS MUROS, CORRESPONDIENTES A LAS INSTALACIONES DE CUALQUIER INSTALACION DE TUBERIAS EN MUROS NATURALEZA DEBEN TENER COMO DIAMETRO MAXIMO 1/5 DEL ESPESOR DEL MURO. - LA COLOCACION SE HARÀ EN CAVIDADES DEJADAS DURANTE EL PROCESO DE CONSTRUCCION DE LOS MUROS, QUE LUEGO SE RELLENARÀN CON CONCRETO. - LOS RECORRIDOS DE LAS INSTALACIONES SERÀN SIEMPRE VERTICALES Y POR NINGÙN MOTIVO SE PICARÀ ó SE RECORTARÀ EL MURO PARA ALOJARLAS. - LOS TUBOS CON DIÀMETROS MAYORES TENDRÀN RECORRIDOS FUERA DE LOS MUROS PORTANTES ó EN FALSA COLUMNAS ó SE ALOJARÀN EN DUCTOS ESPECIALES ó EN MUROS NO PORTANTES. - VER DETALLE DE PROTECCION DE MUROS CON TUBERIAS - TODAS LAS ETAPAS DE LA CONSTRUCCION DEBERAN SER REALIZADAS BAJO LA DIRECCION , EJECUCION CONTROL DE CALIDAD Y SUPERVISION DE PERSONAL PROFESIONAL Y TECNICO CALIFICADO. - SE DEBE TOMAR LAS PRECAUCIONES ADECUADAS PARA ASEGURAR QUE LOS PRODUCTOS CONSTRUIDOS CUMPLEN ó EXCEDEN LOS REQUERIMIENTOS DE LAS ESPECIFICACIONES DEL PROYECTO. PARA ESTE FIN DEBEN ESTABLECER Y MANTENER A LO LARGO DEL PROCESO CONSTRUCTIVO, PROCEDIMEINTOS DE CONTROL DE CALIDAD. - LA CONSTRUCCION DEBERA SER EJECUTADA POR INGENIEROS CIVILES COLEGIADOS, LOS CUALES SERAN RESPONSABLES DEL CUMPLIMIENTO DE LO INDICADO EN LOS PLANOS Y ESPECIFICACIONES TECNICAS DEL PRESENTE PROYECTO. RELACION DE NORMAS EMPLEADAS PARA EL DISEÑO : - NORMA TECNICA DE EDIFICACIONES E-020 CARGAS. - NORMA TECNICA DE EDIFICACIONES E-030 DISEÑO SISMORRESISTENTE. - NORMA TECNICA DE EDIFICACIONES E-050 SUELOS Y CIMENTACIONES. - NORMA TECNICA DE EDIFICACIONES E-060 CONCRETO ARMADO - NORMA TECNICA DE EDIFICACIONES E-070 ALBAÑILERIA. - BUILDING CODE REQUERIMENTS FOR STRUCTURAL CONCRETE (ACI 318) - NORMA ACI 350 (ESTRUCTURAS HIDRAULICAS) EXISTENTE NIV.±0.00 CONSTRUCCION VECINA CIMENTACION NUEVA NIV.-1.80 ESCALA: S/N CALZADURA ESCALA: S/N ELEVACION TIPICA DE CALZADURA NOTA : LOS NUMEROS INDICAN LA SECUENCIA DE CONSTRUCCION DE LOS PAÑOS DE CALZADURA PROCESO CONSTRUCTIVO DE CALZADURA 1.- EL CONCRETO A EMPLEARSE EN LAS CALZADURAS SERA DE fc' = 100 Kg/cm2. ESTAS S ERAN VACIADAS CUIDADOSAMENTE , UTILIZANDO VIBRADOR Y ASEGURANDOSE QUE EL CONCRETO INGRESE TOTALMENTE EN LAS EXCAVACIONES SIN DEJAR VACIOS ADICIONALMENTE SE AGREGARA A LA MEZCLA UN 30% DE PIEDRAS GRANDES 2.- EL PROCEDIMIENTO PARA LA REALIZACION DE LAS CALZADURAS SERA EL TIPICO , CONSISTE EN EL VACIADO DE UNA FRANJA HORIZONTAL , CADA UNA DE LAS CUALES SE HACE EN PAÑOS ALTERNADOS ( VER ELEVACION) ADICIONALMENTE SE AGREGARA A LA MEZCLA UN 30% DE PIEDRAS GRANDES 3 1 5 4 3.- LAS CALZADURAS FORMAN PARTE DEL PROCESO CONSTRUCTIVO , POR ELLO EL CONTRATISTA DEBERA DISPONER DE LAS MEDIDAS DE SEGURIDAD COMPLEMENTARIAS QUE JUZGUE CONVENIENTE ( POR EJEMPLO APUNTALAMIENTOS PROVISIONALES ) \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;( VER EN OBRA ) \A1;.70 \A1;.60 \A1;.70 \A1;.25 \A1;.15 \A1;.60 h ANCHO VARIABLE .20 .20 .20 L L \A1;Barra en 2\S1/2;\H1.562x; Pisos Barra en 2 Pisos \A1;Barra en 1\S1/2;\H1.562x; Pisos Barra con empalmes alternados h/3 central Zona Adecuada Para Traslapes \LDISPOSICION \fTimes New Roman|b1|i1|c0|p18;DE BARRAS EN\fTimes New Roman|b1|i0|c0|p18; \fTimes New Roman|b1|i1|c0|p18;COLUMNAS\l \LY\l \LPLACAS L 1/2" 3/8" 3/4" 5/8" ds L 0.35 0.50 0.75 0.60 PERALTE DE VIGA PERALTE DE VIGA PERALTE DE VIGA Dos Estribos adicionales Dos Estribos adicionales Dos Estribos adicionales (FACTOR DE REDUCION-SISTEMA dual-concreto REGULAR) MAXIMA DISTORSIÓN DE ENTREPISO: 0.0062 MAXIMO DESPLAZAMIENTO ULTIMO NIVEL: 0.141 mts 0.0202 mts MAXIMO DESPLAZAMIENTO RELATIVO : JUNTA DE SEPARACION SISMICA : 5.00 cms 5 2.50 19.60 N.P.T. CAJA ASCENSOR ESC . 1/50 CTO. DE MAQUINA SERNAQUE SOSA) GRAVON DE TAMAÑO MAX Ø4" MEJORAMIENTO DE SUELO CON GRAVON DE TAMAÑO MAX Ø4" MEJORAMIENTO DE SUELO CON GRAVON DE TAMAÑO MAX Ø4" MEJORAMIENTO DE SUELO CON 5 GRAVON DE TAMAÑO MAX Ø4" MEJORAMIENTO DE SUELO CON 4Ø3/4"+1Ø5/8" 4Ø3/4"corr # Ø3/8" S O L A D O 4 Ø5/8" CORTE 4-4 1Ø5/8"@.175 Df=-1.50m respecto nivel de vereda 5 5 5 5 5 5 5 2Ø3/4"ref N.P.T.+0.20 F.P. N.T.N.+0.00 5 5 GRAVON DE TAMAÑO MAX Ø4" MEJORAMIENTO DE SUELO CON 5 5 5 5 2Ø1/2" CORTE A-A N.T.N.+0.00 3/8" 1@.05, 5@.10, 3@.15, R@.25, c/ext. 5 N.P.T.+0.20 F.P. 3Ø3/4" 4Ø3/4" 2Ø1/2" 5 5 5 2Ø1/2" CORTE B-B N.T.N.+0.00 3/8" 1@.05, 5@.10, 3@.15, R@.25, c/ext. 5 N.P.T.+0.20 F.P. 3Ø3/4" 4Ø3/4" 2Ø1/2" 5 5 5 5 5 5 cimiento corr GRAVON T.MAX Ø4" MEJORAM. SUELO CON 5 5 5 2Ø1/2" CORTE C-C N.T.N.+0.00 3/8" 1@.05, 5@.10, 3@.15, R@.25, c/ext. 5 N.P.T.+0.20 F.P. 3Ø3/4" 4Ø3/4" 2Ø1/2" 5 cimiento corr GRAVON T.MAX Ø4" MEJORAM. SUELO CON 5 5 5 5 5 2Ø1/2" CORTE B-B N.T.N.+0.00 3/8" 1@.05, 5@.10, 3@.15, R@.25, c/ext. 5 N.P.T.+0.20 F.P. 3Ø3/4" 4Ø3/4" 2Ø1/2" 5 cimiento corr GRAVON T.MAX Ø4" MEJORAM. SUELO CON 5 1Ø3/8"@.175 1Ø3/8"@.175 1/2" @ 0.20 Ø3/8"@.25 1/2" @ 0.20 .60x.60 TAPA SANITARIA 5 .50 FOSA DE N.P.T. +0.15 Ø3/8"@0.20 Ø3/8"@.20 SEDIMENTACION \A1;45.00° CORTE A-A 5 5 5 5 5 5 5 5 <> <> 5 1.05 1.50 5 TAPA DE TANQUE CISTERNA DETALLE DE CISTERNA ESC.: 1/25 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 5 5 5 2d1/2" 2d1/2" 5 5 SEDIMENTACION .15 5 Ø3/8"@.25 5 5 Ø1/2"@.20 Ø1/2"@.20 Ø3/8"@.25 5 Ø3/8"@.25 5 Ø 1/2"@.25 Ø 1/2"@.25 5 5 5 5 PLACA TRAMO 2,3,6,7 ESCALERA S/C: 400 KG/M2 ESC. 1/25 5 VAE (15X35) 5 2Ø5/8"corr ESC.:1/25 2 3 5 5 Ø1/2"@.20 5 1 1Ø1/2@.20 1Ø3/8@.25 4 5 5 1Ø1/2@.20 PLACA 5 4 6 7 7 8 5 VAE TRAMO 1 ESCALERA S/C: 400 KG/M2 ESC. 1/25 2Ø5/8"corr 2Ø1/2"corr 3/8" 1@.05, 4@.10, 3@.15, R@.20, c/e .15 5 Ø3/8"@.25 5 5 Ø1/2"@.20 Ø1/2"@.20 Ø3/8"@.25 5 Ø3/8"@.25 5 Ø 1/2"@.25 Ø 1/2"@.20 5 5 5 5 TRAMO 4,8,12,16 ESCALERA S/C: 400 KG/M2 ESC. 1/25 4 6 7 7 8 5 VS-101 VAE 5 .15 5 Ø3/8"@.25 5 5 Ø1/2"@.20 Ø1/2"@.20 Ø3/8"@.25 5 Ø3/8"@.25 Ø 1/2"@.25 Ø 1/2"@.20 5 5 5 5 TRAMO 5,9,13 ESCALERA S/C: 400 KG/M2 ESC. 1/25 4 6 7 7 8 5 PLACA VS-101 5 5 4Ø3/4"corr 4Ø3/4"corr # Ø3/8" S O L A D O 4 Ø5/8" 1Ø5/8"@.175 5 5 5 2Ø3/4"ref N.P.T.+0.20 F.P. GRAVON DE TAMAÑO MAX Ø4" MEJORAMIENTO DE SUELO CON 4Ø3/4"corr 4Ø3/4"corr S O L A D O 2Ø3/4" 1Ø5/8"@.175 Df=-1.75m respecto nivel de vereda 5 5 5 5 5 5 1Ø5/8"@.15 2Ø3/4"ref N.P.T.+0.20 F.P. N.T.N.+0.00 5 5 1Ø3/4"ref GRAVON DE TAMAÑO MAX Ø4" MEJORAMIENTO DE SUELO CON 5 5 CORTE Q-Q ESC. 1/25 S O L A D O GRAVON DE TAMAÑO MAX Ø4" MEJORAMIENTO DE SUELO CON 5 5 5 5 2Ø5/8"ref 2Ø5/8"ref 2Ø5/8"ref 2Ø3/4" 2Ø3/4" CAJA DE ASCENSOR 5 VERIFICAR ESTA ALTURA SEGUN FABRICANTE DE ASCENSOR 5 2Ø3/4"ref 2Ø3/4"ref N.P.T.+0.20 S O L A D O 8Ø3/4"ref 6Ø3/4"ref 8Ø3/4"ref 6Ø3/4"ref 2Ø3/4"ref 2Ø3/4"ref CORTE P-P ESC. 1/25 DETALLE DE ESCALERA ESC.: 1/25 ASC. CAR-PORT piso porcelanato 60 x60 n.p.t + 0.00 5 5 x x 1Ø5/8"@.175 1Ø5/8"@.175 A A D D Arranque de Escalera 1Ø5/8"@.175 1Ø5/8"@.175 1Ø5/8"@.175 1Ø5/8"@.175 1Ø5/8"@.175 1Ø5/8"@.175 1Ø5/8"@.175 1Ø5/8"@.175 1Ø5/8"@.175 VC-102 VC-102 VC-102 VC-102 VC-102 VC-102 VC-102 VC-101 VC-103 VC-103 VC-103 VC-103 VC-103 VC-103 C-1 PL-2 PL-2 D D D D A A A A A A B B 1Ø5/8"@.175 1Ø5/8"@.175 1Ø5/8"@.175 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 x x 5 5 G 5 5 5 5 5 F E D C B A C-2 C-2 C-2 C-3 C-3 C-4 PL-2 Q 5 5 G 5 5 5 5 5 F E D C B A 5 5 5 1 2 3 5 4 B B A A x x A A 1Ø5/8"@.175 1Ø5/8"@.175 1Ø5/8"@.175 1Ø5/8"@.175 1Ø5/8"@.175 ASC. 5 PL-2 PL-2 C-1 C-1 C-1 C-2 C-2 5 5 G 5 5 5 5 5 F E D C B A C-2 C-3 C-3 C-4 PL-2 5 5 G 5 5 5 5 5 F E D C B A 5 5 5 1 2 3 5 4 5 1@1/2" 5 1@1/2" 5 5 1@1/2" 5 5 5 1@1/2" 5 5 1@1/2" 5 5 5 5 1@1/2" 5 5 1@1/2" 5 5 VP-101 (30X45) VP-101 (30X45) VP-101 (30X45) VP-101 (30X45) VP-101 (30X45) VP-101 (30X45) VP-101 (30X45) VP-101 (30X45) VS-101 (30X35) VS-101 (30X35) VS-101 (30X35) VS-101 (30X35) VS-101 (30X35) VS-101 (30X35) VS-101 (30X35) VA-2 VA-1 VA-2 VA-2 1@1/2" 1@1/2" 1@1/2" 1@1/2" 1@1/2" 5 5 5 1@1/2" 5 5 1@1/2" 1@1/2" 1@1/2" 5 1@1/2" 5 5 1@1/2" 1@1/2" 1@1/2" 5 5 1@1/2" 1@1/2" 1@1/2" 1@1/2" 5 5 1@1/2" 1@1/2" 5 5 VP-101 (30X45) VP-101 (30X45) 5 1@1/2" 5 5 1@1/2" 1@1/2" 5 5 1@1/2" 5 5 1@1/2" 1@1/2" 5 5 1@1/2" 5 5 1@1/2" 1@1/2" 5 5 5 5 5 5 1@1/2" 5 5 1@1/2" 5 1@1/2" 5 1@1/2" 5 5 1@1/2" 1@1/2" 5 1@1/2" 5 1@1/2" 5 5 1@1/2" VA-2 VP-103 (30X45) VP-102 (30X45) VP-102 (30X45) VP-102 (30X45) ASC. 5 PL-2 PL-2 C-1 C-1 C-1 C-2 C-2 5 5 G 5 5 5 5 5 F E D C B A C-2 C-3 C-3 C-4 PL-2 Q 5 5 G 5 5 5 5 5 F E D C B A 5 5 5 1 2 3 5 4 5 1@1/2" 5 1@1/2" 5 5 1@1/2" 5 5 5 1@1/2" 5 5 1@1/2" 5 5 5 5 1@1/2" 5 5 1@1/2" 5 5 VP-101 (30X45) VP-101 (30X45) VP-101 (30X45) VP-101 (30X45) VP-101 (30X45) VP-101 (30X45) VP-101 (30X45) VP-101 (30X45) VA-2 VA-2 1@1/2" 1@1/2" 1@1/2" 1@1/2" 1@1/2" 5 5 5 1@1/2" 5 1@1/2" 1@1/2" 1@1/2" 5 1@1/2" 5 5 1@1/2" 1@1/2" 1@1/2" 5 5 1@1/2" 1@1/2" 1@1/2" 1@1/2" 5 5 1@1/2" 1@1/2" 5 5 VP-101 (30X45) VP-101 (30X45) 5 1@1/2" 5 5 1@1/2" 1@1/2" 5 5 1@1/2" 5 5 1@1/2" 1@1/2" 5 5 1@1/2" 5 5 1@1/2" 1@1/2" 5 5 5 5 5 5 1@1/2" 5 5 1@1/2" 5 1@1/2" 5 1@1/2" 5 5 1@1/2" 1@1/2" 5 1@1/2" 5 1@1/2" 5 5 1@1/2" VA-2 VP-103 (30X45) VP-102 (30X45) VP-102 (30X45) VP-102 (30X45) 5 5 5 1@1/2" 5 5 1@1/2" 5 LOSA ALIGERADA PRIMER NIVEL S/C.: 200 KG/M2 ESC.: 1/50 LOSA ALIGERADA 2DO, 4TO, 6TO NIVEL S/C.: 200 KG/M2 ESC.: 1/50 VS-102 (30X35) VS-102 (30X35) VS-102 (30X35) VS-102 (30X35) VS-102 (30X35) VS-102 (30X35) VS-102 (30X35) VS-202 (30X35) VS-202 (30X35) VS-202 (30X35) VS-202 (30X35) VS-202 (30X35) VS-202 (30X35) VS-202 (30X35) VS-201 (30X35) VS-201 (30X35) VS-201 (30X35) VS-201 (30X35) VS-201 (30X35) VS-203 (30X35) VS-203 (30X35) VS-203 (30X35) VS-203 (30X35) VS-203 (30X35) VS-203 (30X35) ASC. 5 PL-2 PL-2 C-1 C-1 C-1 C-2 C-2 5 5 G 5 5 5 5 5 F E D C B A C-2 C-3 C-3 C-4 PL-2 5 5 G 5 5 5 5 5 F E D C B A 5 5 5 1 2 3 5 4 5 1@1/2" 5 1@1/2" 5 5 1@1/2" 5 5 5 1@1/2" 5 5 1@1/2" 5 5 5 5 1@1/2" 5 5 1@1/2" 5 5 VP-101 (30X45) VP-101 (30X45) VP-101 (30X45) VP-101 (30X45) VP-101 (30X45) VP-101 (30X45) VP-101 (30X45) VP-101 (30X45) VA-2 VA-1 VA-2 VA-2 1@1/2" 1@1/2" 1@1/2" 1@1/2" 1@1/2" 5 5 5 1@1/2" 5 5 1@1/2" 1@1/2" 1@1/2" 5 1@1/2" 5 5 1@1/2" 1@1/2" 1@1/2" 5 5 1@1/2" 1@1/2" 1@1/2" 1@1/2" 5 5 1@1/2" 1@1/2" 5 5 VP-101 (30X45) VP-101 (30X45) 5 1@1/2" 5 5 1@1/2" 1@1/2" 5 5 1@1/2" 5 5 1@1/2" 1@1/2" 5 5 1@1/2" 5 5 1@1/2" 1@1/2" 5 5 5 5 5 5 1@1/2" 5 5 1@1/2" 5 1@1/2" 5 1@1/2" 5 5 1@1/2" 1@1/2" 5 1@1/2" 5 1@1/2" 5 5 1@1/2" VA-2 VP-103 (30X45) VP-102 (30X45) VP-102 (30X45) VP-102 (30X45) LOSA ALIGERADA 3ER, 5TO NIVEL S/C.: 200 KG/M2 ESC.: 1/50 VS-502 (30X35) VS-502 (30X35) VS-502 (30X35) VS-502 (30X35) VS-502 (30X35) VS-502 (30X35) VS-502 (30X35) VS-501 (30X35) VS-501 (30X35) VS-501 (30X35) VS-501 (30X35) VS-501 (30X35) VS-501 (30X35) VS-501 (30X35) VS-501 (30X35) VS-503 (30X35) VS-503 (30X35) VS-503 (30X35) VS-503 (30X35) VS-503 (30X35) VS-503 (30X35) d3/8"@.20 d3/8"@.20

Language	Spanish
Drawing Type	Block
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Moulding, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Deck / Patio, Elevator
Tags	apartment, architectural, autocad, block, building, condo, condominium, duplex, DWG, eigenverantwortung, Family, flats, group home, grup, HOUSES, mehrfamilien, multi, multifamily, multifamily housing, ownership, partnerschaft, partnership, plants, structures