Multi Structures – Tulips DWG Detail for AutoCAD

Multi Structures – Tulips DWG Detail for AutoCAD

Structural drawings of all levels with its foundations and lightened and general construction details

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

foundation, deposit, ramp, workshop, base ladder, cut a – a, cut b – b, filled with material, loose, coarse sand, or tecknoport, typical detail of anchoring, column and shoe run, beam, corridos bend, zapata, double ext., elevator, typical elevator detail, øs ind. in plant, level slab, beam lintel, x – x cut, lifting hook, see detail of, elevator manufacturer, hollows, elevator, typical detail of lightened, ast. tempèratura, cistern detail, cistern top slab, niv. max. water, each layer, cover, inspection, steps in fill, column box, section, type, basement, roof, cistern, slab lightened fifth floor, slab lightened sixth floor, roof, joists, duct pass, slab lightened semisotano, see detail, columa is born, solid slab, projection of, elevated tank, and below, columneta is born, all the roof columnetas, massive slab, lightened second floor slab, lightened first floor slab, lightened third floor slab, lightened floor fourth slab, street tulips, park, av. huaman, casuarinas, court – a, court – b, ø ‘s, typical detail of, auction of, retaining wall, court – d, court – e, court – z, double extr., sanitary, detail of beams, plant of elevated tank, detail of anchorage shoe, coating, øs indicated, in plan, dimensions indicated in plant, central column and shoe, indicated size, of the shoe, cut: c- c, born ø, born øs, solid slab, specificationstecni cas, – zapatas in general ……………………………………. ………………………, connected with foundation beams in both directions, depth :, admissible pressure :, type of soil :, flexible , dosage :, period of vibration :, the soil has evidence of moderate amount of soluble salts, it is recommended to use portland cement type ms or type v, everything related to emptying of foundations, of walls., type tambourine confined by mooring columns ., according to the exploration carried out by the geotechnical laboratory and testing of materials, carried out, concludes the following: district of victor larco herrera, province of trujillo, department of freedom, with respect to the current area of ​​the land always leaning on the natural terrain., summary of conclusions and considerations foundation :, – based on the field work, laboratory tests, profiles and records, stratigraphic and structural characteristics, it is recommended to build the foundations, square, – the admissible bearing capacity of the ground to the depths of foundations, This type of structures, therefore, will not present any problems due to settlement of the foundation soil, it is recommended to adopt, in the earthquake-resistance analysis of the buildings, the following parameters: – the basement subsurface of the foundation it is subject to scour holes or landslides, as well as no evidence of subsidence or uplift in the terrain, as well as The external geodynamics in the study area does not currently present any risk as possible alluviums, mudslides, landslides, – the chemical analysis tests indicate the following :, that will not cause problems of loss of mechanical resistance Due to problems of the contour where the foundation is displaced, it contains moderate concentrations of sulphates, total soluble salts and chlorides, which could attack the concrete and the reinforcement of the foundation. Therefore, the coating of the rods, floods, etc. is recommended, – in the stratigraphic profile of the soil, it is possible to see the presence of filling material in the loose state formed by agricultural material and garbage, we suggest eliminating said material and replacing it with a more stable material that can be, for the case that the presence of the naf freatic level was noticed, it is recommended to design an underground drainage system to be able to evacuate, the filtration water and thus facilitate the construction process of the foundations., of steel It will be greater than the one commonly used and the cement to be used will be the type ms or type v., superficial, such as foundation armed run or footings connected with beams, foundations in both directions., – for the study area you can notice the following dynamic parameters of the soil, foundation :, note.- alternate the joints in different floors, horizontal reinforcement junction in plates and walls, splicing of beam reinforcement, lower reinforcement, in columns and plates, vertical reinforcement splice, delivery of slabs, standard hook detail, in formwork cuts, horizontal reinforcement anchor, superior reinforcement, horizontal reinforcement anchor, plates and walls concrete, in columns, concentration of abutments, rest, column top, detail change of section in columns, and additional top iron placement, note.- splice as maximum, length of splice

Raw text data extracted from CAD file:

\A1;29.50 \A1;3.70 \A1;17.73 \A1;9.30 \A1;2.98 \A1;3.02 \A1;0.75 \A1;2.85 \A1;3.00 \A1;3.00 \A1;3.00 \A1;12.60 \A1;0.45 \A1;6.05 \A1;4.01 \A1;3.57 \A1;0.40 \A1;9.15 \A1;9.00 \A1;0.15 \A1;3.00 \A1;6.05 \A1;1.95 \A1;8.15 \A1;0.15 \A1;15.15 \A1;0.15 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.85 \A1;5.20 \A1;4.10 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.00 \A1;2.80 \A1;2.30 \A1;1.75 \A1;7.50 \A1;0.60 \A1;1.40 \A1;2.00 \A1;2.00 \A1;0.60 \A1;0.60 \A1;1.40 \A1;1.20 \A1;4.00 \A1;4.25 \A1;3.00 \A1;3.00 \A1;2.75 \A1;0.90 \A1;0.40 \A1;0.80 \A1;0.50 \A1;0.10 \A1;0.60 \A1;0.20 \A1;0.10 \A1;1.55 \A1;0.70 \A1;0.17 \A1;0.30 \A1;1.40 \A1;0.30 \A1;1.55 \A1;0.70 \A1;0.17 \A1;0.60 \A1;0.20 \A1;0.10 \A1;0.30 \A1;1.20 \A1;0.30 \A1;0.10 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.20 \A1;0.10 \A1;1.55 \A1;0.70 \A1;0.17 \A1;0.10 \A1;0.30 \A1;0.60 \A1;0.30 \A1;0.15 \A1;0.60 \A1;0.20 \A1;0.10 \A1;1.55 \A1;0.70 \A1;0.17 \A1;0.10 \A1;2.00 \A1;0.30 \A1;0.60 \A1;0.20 \A1;0.10 \A1;1.45 \A1;0.10 \A1;0.60 \A1;0.60 \A1;0.20 \A1;0.10 \A1;1.55 \A1;0.15 \A1;0.10 \A1;0.20 \A1;0.60 \A1;0.15 \A1;0.10 \A1;0.60 \A1;0.30 \A1;0.10 \A1;2.00 \A1;0.15 \A1;1.40 \A1;0.10 \A1;0.25 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.25 \A1;0.10 \A1;0.90 \A1;0.10 \A1;0.90 \A1;1.55 \A1;0.70 \A1;0.10 \A1;0.10 \A1;1.20 \A1;0.25 \A1;0.10 \A1;0.25 \A1;0.25 \A1;0.60 \A1;0.20 \A1;0.10 \A1;0.60 \A1;0.20 \A1;0.10 \A1;0.10 \A1;1.20 \A1;1.20 \A1;6.05 \A1;0.40 \A1;0.25 \A1;0.30 (Tipico) \A1;0.25 \A1;0.70 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.60 \A1;3.15 \A1;2.00 \A1;2.00 \A1;2.60 \A1;3.00 \A1;3.00 \A1;1.40 \A1;0.60 \A1;1.85 \A1;1.70 \A1;0.40 \A1;0.25 \A1;0.25 \A1;1.50 \A1;0.20 \A1;0.20 \A1;1.65 \A1;0.20 \A1;2.30 \A1;1.95 \A1;1.85 \A1;0.20 \A1;Sep. Sism. e = 1" \A1;Sep. Sism. e = 1" \A1;0.60 \A1;0.60 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.40 \A1;0.10 \A1;2.40 \A1;0.17 \A1;0.17 \A1;2.12 \A1;2.12 \A1;0.15 \A1;1.50 \A1;0.20 \A1;0.20 \A1;0.70 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.17 \A1;2.00 \A1;0.70 \A1;0.15 \A1;1.50 \A1;0.60 \A1;2.40 \A1;2.40 \A1;1.50 \A1;0.10 \A1;0.10 \A1;0.30 \A1;.17 \A1;.12 \A1;0.13 \A1;5.00 \A1;5.40 \A1;0.20 \A1;5.00 \A1;0.30 \A1;45° \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;2.60 \A1;0.20 \A1;2.43 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.15 \A1;5.00 \A1;0.15 \A1;45° \A1;0.30 \A1;0.60 \A1;0.60 \A1;0.25 \A1;0.15 \A1;0.90 \A1;0.25 \A1;0.175 \A1;.30(TIPICO) \A1;.30(TIPICO) \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.25 \A1;0.80 \A1;0.15 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.60 \A1;0.15 \A1;0.40 \A1;0.40 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.175 \A1;0.25 \A1;1.25 \A1;0.30 (Tipico) \A1;0.30 (Tipico) \A1;0.17 \A1;0.17 \A1;1.25 \A1;0.20 \A1;0.50 \A1;0.25 \A1;0.80 \A1;0.40 \A1;0.10 \A1;0.25 \A1;0.15 \A1;0.90 \A1;0.15 \A1;0.175 \A1;.30(TIPICO) \A1;.30(TIPICO) \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.10 \A1;0.70 \A1;0.15 \A1;0.90 \A1;0.15 \A1;0.30 \A1;0.25 \A1;0.175 \A1;.30(TIPICO) \A1;.30(TIPICO) \A1;0.30 \A1;.30(TIPICO) \A1;0.17 \A1;1.60 \A1;0.15 \A1;0.30(TIPICO) \A1;0.25 \A1;0.15 \A1;0.175 \A1;0.15 \A1;0.90 \A1;.30 \A1;0.17 \A1;0.30 \A1;0.15 \A1;0.90 \A1;0.17 \A1;0.30 \A1;0.25 \A1;0.15 \A1;0.175 \A1;0.90 \A1;.30 \A1;0.30 \A1;0.15 \A1;0.90 \A1;0.25 \A1;.30 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.90 \A1;0.25 \A1;0.15 \A1;0.175 \A1;0.30 \A1;0.15 \A1;0.90 \A1;.30 \A1;.30 \A1;0.15 \A1;0.175 \A1;0.15 \A1;0.30(TIPICO) \A1;0.25 \A1;0.30 \A1;0.25 \A1;0.90 \A1;.30 \A1;0.17 \A1;0.25 \A1;0.90 \A1;0.25 \A1;0.175 \A1;.30 \A1;0.30 \A1;.30 \A1;0.17 \A1;0.30 \A1;0.15 \A1;0.175 \A1;0.25 \A1;0.30 \A1;0.15 \A1;0.90 \A1;.30 \A1;.30 \A1;0.30 \A1;0.60 \A1;1.40 \A1;0.50 \A1;0.60 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;3.00 \A1;0.20 \A1;2.60 \A1;0.20 \A1;0.20 \A1;5.00 \A1;0.20 \A1;0.80 \A1;0.80 \A1;0.75 \A1;2.85 \A1;3.00 \A1;3.00 \A1;3.00 \A1;6.05 \A1;1.95 \A1;8.15 \A1;0.15 \A1;12.60 \A1;3.70 \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.90 \A1;0.30 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.15 \A1;6.05 \A1;0.40 \A1;17.73 \A1;9.30 \A1;0.15 \A1;2.98 \A1;3.02 \A1;0.75 \A1;2.85 \A1;3.00 \A1;3.00 \A1;3.00 \A1;6.05 \A1;1.95 \A1;8.15 \A1;0.15 \A1;12.60 \A1;3.70 \A1;0.70 \A1;0.30 \A1;0.90 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.40 \A1;0.40 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.90 \A1;3.00 \A1;3.00 \A1;3.00 \A1;6.05 \A1;4.01 \A1;3.57 \A1;0.40 \A1;17.73 \A1;9.30 \A1;2.98 \A1;3.02 \A1;0.75 \A1;2.85 \A1;3.00 \A1;3.00 \A1;3.00 \A1;6.05 \A1;1.95 \A1;8.15 \A1;0.15 \A1;12.60 \A1;3.70 \A1;0.40 \A1;0.40 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.30 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.70 \A1;0.30 \A1;0.30 \A1;0.70 \A1;0.30 \A1;0.30 \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.70 \A1;0.90 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.30 \A1;0.40 \A1;0.15 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.85 \A1;0.45 \A1;6.05 \A1;4.01 \A1;3.57 \A1;0.40 \A1;17.73 \A1;9.30 \A1;0.15 \A1;2.98 \A1;3.02 \A1;0.75 \A1;2.85 \A1;3.00 \A1;3.00 \A1;3.00 \A1;6.05 \A1;1.95 \A1;8.15 \A1;0.15 \A1;15.15 \A1;12.60 \A1;3.70 \A1;Sep. Sism. e = 1" \A1;Sep. Sism. e = 1" \A1;3.00 \A1;3.00 \A1;3.00 \A1;6.05 \A1;4.01 \A1;3.57 \A1;0.40 \A1;17.73 \A1;9.30 \A1;2.98 \A1;3.02 \A1;3.00 \A1;15.15 \A1;0.60 \A1;0.41 \A1;0.60 \A1;0.40 \A1;0.90 \A1;0.90 \A1;0.40 \A1;0.40 \A1;0.60 \A1;0.30 \A1;0.30 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.30 \A1;0.30 \A1;0.60 \A1;0.40 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.40 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.85 \A1;0.45 \A1;4.01 \A1;3.57 \A1;9.15 \A1;9.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;15.15 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.30 \A1;0.30 \A1;0.90 \A1;0.90 \A1;0.73 \A1;0.30 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.60 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.30 \A1;9.15 \A1;9.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;15.15 \A1;0.60 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.30 \A1;0.90 \A1;0.30 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.60 \A1;0.30 \A1;0.30 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.90 \A1;0.90 \A1;0.60 \A1;0.60 \A1;0.50 \A1;0.50 \A1;0.70 \A1;0.70 \A1;0.60 \A1;0.60 \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.60 \A1;0.40 \A1;0.40 \A1;0.40 \A1;9.15 \A1;9.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.30 \A1;9.15 \A1;9.00 \A1;3.00 \A1;3.00 \A1;0.15 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.15 \A1;0.15 \A1;2.85 \A1;0.15 \A1;2.70 \A1;0.15 \A1;2.85 \A1;0.15 \A1;2.85 \A1;0.15 \A1;0.50 \A1;0.15 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.30 \A1;1.85 \A1;0.15 \A1;0.90 \A1;0.15 \A1;5.00 \A1;0.30 \A1;7.85 \A1;8.05 \A1;0.30 \A1;4.55 \A1;1.20 \A1;6.50 \A1;0.15 \A1;2.85 \A1;0.30 \A1;4.55 \A1;1.20 \A1;12.10 \A1;18.15 \A1;5.40 \A1;0.15 \A1;0.60 \A1;3.00 \A1;0.60 \A1;7.50 \A1;0.45 \A1;0.15 \A1;3.00 \A1;0.60 \A1;0.15 \A1;5.55 \A1;27.50 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.85 \A1;2.60 \A1;0.15 \A1;0.30 \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.90 \A1;0.70 \A1;0.70 \A1;0.30 \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.95 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.15 \A1;3.00 \A1;6.05 \A1;4.01 \A1;3.57 \A1;0.40 \A1;17.73 \A1;9.30 \A1;2.98 \A1;3.02 \A1;0.75 \A1;2.85 \A1;3.00 \A1;3.00 \A1;3.00 \A1;6.05 \A1;1.95 \A1;0.15 \A1;12.60 \A1;3.70 \A1;0.30 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.90 \A1;0.70 \A1;0.70 \A1;0.30 \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.95 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.15 \A1;3.00 \A1;6.05 \A1;4.01 \A1;3.57 \A1;0.40 \A1;17.73 \A1;9.30 \A1;2.98 \A1;3.02 \A1;0.75 \A1;2.85 \A1;3.00 \A1;3.00 \A1;3.00 \A1;6.05 \A1;1.95 \A1;0.15 \A1;12.60 \A1;3.70 \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.90 \A1;0.70 \A1;0.70 \A1;0.30 \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.15 \A1;3.00 \A1;6.05 \A1;4.01 \A1;3.57 \A1;0.40 \A1;17.73 \A1;9.30 \A1;2.98 \A1;3.02 \A1;0.75 \A1;2.85 \A1;3.00 \A1;3.00 \A1;3.00 \A1;6.05 \A1;1.95 \A1;0.15 \A1;12.60 \A1;3.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.30 \A1;0.30 \A1;0.70 \A1;0.30 \A1;0.70 \A1;0.30 \A1;0.70 \A1;0.30 \A1;0.70 \A1;0.15 \A1;2.85 \A1;0.15 \A1;2.85 \A1;0.15 \A1;1.20 \A1;1.65 \A1;0.15 \A1;0.15 \A1;2.85 \A1;0.15 \A1;2.70 \A1;0.70 \A1;0.90 \A1;0.95 \A1;0.90 \A1;0.90 \A1;0.78 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.60 \A1;0.40 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.40 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.85 \A1;0.45 \A1;9.79 \A1;8.36 \A1;0.15 \A1;3.00 \A1;3.00 \A1;3.00 \A1;8.15 \A1;15.15 \A1;0.30 \A1;0.30 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.30 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.70 \A1;0.60 \A1;0.40 \A1;0.40 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.60 \A1;0.40 \A1;0.40 \A1;0.70 \A1;0.90 \A1;0.60 \A1;0.40 \A1;0.40 \A1;0.70 \A1;0.90 \A1;0.95 \A1;0.90 \A1;0.90 \A1;0.75 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.60 \A1;0.40 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.40 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.85 \A1;0.45 \A1;9.79 \A1;8.36 \A1;0.15 \A1;3.00 \A1;3.00 \A1;3.00 \A1;8.15 \A1;15.15 \A1;0.70 \A1;0.90 \A1;0.95 \A1;0.90 \A1;0.90 \A1;0.75 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.60 \A1;0.40 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.40 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.85 \A1;0.45 \A1;9.79 \A1;8.36 \A1;0.15 \A1;3.00 \A1;3.00 \A1;3.00 \A1;8.15 \A1;15.15 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.30 \A1;0.40 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.30 \A1;0.40 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.30 \A1;0.17 \A1;0.50 \A1;0.25 \A1;0.17 \A1;0.50 \A1;0.25 \A1;0.17 \A1;0.50 \A1;0.25 \A1;0.17 \A1;0.50 \A1;0.25 \A1;0.17 \A1;0.50 \A1;0.25 \A1;0.17 \A1;0.50 \A1;0.25 \A1;0.17 \A1;0.50 \A1;0.25 \A1;0.17 \A1;0.50 \A1;0.25 \A1;0.17 \A1;0.50 \A1;0.25 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.80 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.80 \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.80 \A1;0.30 \A1;2.35 \A1;0.80 \A1;5.60 \A1;3.40 \A1;3.71 \A1;5.60 \A1;3.40 \A1;4.46 \A1;1.91 \A1;0.30 \A1;0.80 \A1;0.30 \A1;0.80 \A1;0.30 \A1;1.10 \A1;0.80 \A1;0.40 \A1;0.30 \A1;0.40 \A1;0.80 \A1;0.60 \A1;0.40 \A1;0.30 \A1;5.73 \A1;1.35 \A1;5.60 \A1;0.30 (tipico) \A1;1.40 \A1;1.30 \A1;1.30 \A1;0.50 \A1;1.50 \A1;0.50 \A1;1.50 \A1;0.50 \A1;0.17 \A1;0.40 \A1;0.25 \A1;0.17 \A1;0.25 \A1;0.17 \A1;0.40 \A1;0.15 \A1;0.17 \A1;0.40 \A1;0.15 \A1;0.17 \A1;0.15 \A1;0.17 \A1;0.30 \A1;0.17 \A1;0.40 \A1;.60 \A1;.60 \A1;2.20 \A1;2.90 \A1;0.17 \A1;0.25 \A1;0.12 \A1;0.12 \A1;0.25 \A1;0.40 \A1;0.80 \A1;5.50 \A1;0.17 \A1;0.25 \A1;2.35 \A1;0.80 \A1;4.90 \A1;0.12 \A1;0.30 \A1;0.12 \A1;0.30 \A1;0.17 \A1;0.25 \A1;0.40 \A1;0.15 \A1;1.15 \A1;0.20 \A1;0.17 \A1;0.50 \A1;0.25 \A1;0.60 \A1;0.40 \A1;0.30 \A1;1.35 \A1;5.60 \A1;0.65 \A1;0.55 \A1;0.65 \A1;0.55 \A1;0.17 \A1;0.50 \A1;0.25 \A1;0.30 \A1;0.40 \A1;5.60 \A1;0.65 \A1;0.55 \A1;0.17 \A1;0.25 \A1;0.17 \A1;0.15 \A1;0.17 \A1;.15 ó .25 \A1;0.17 \A1;0.40 \A1;0.17 \A1;0.17 \A1;0.25 \A1;0.17 \A1;0.17 \A1;0.25 \A1;5.60 \A1;3.40 \A1;3.71 \A1;3.02 \A1;1.77 \A1;0.62 \A1;0.69 \A1;5.60 \A1;4.89 \A1;0.60 \A1;1.20 \A1;1.90 \A1;1.50 \A1;1.70 \A1;1.70 \A1;0.60 \A1;0.55 \A1;0.55 \A1;1.70 \A1;1.70 \A1;0.60 \A1;0.60 \A1;0.30 \A1;0.56 \A1;1.00 \A1;1.81 \A1;4.48 \A1;1.00 \A1;0.69 \A1;3.16 \A1;5.60 \A1;1.88 \A1;1.97 \A1;5.60 \A1;1.40 \A1;1.30 \A1;1.30 \A1;1.90 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.60 \A1;0.50 \A1;0.30 \A1;1.90 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.30 (tipico) \A1;0.30 \A1;0.50 \A1;0.50 \A1;1.40 \A1;1.30 \A1;1.30 \A1;1.90 \A1;0.20 \A1;0.20 \A1;0.30 (tipico) \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.30 \A1;1.15 \A1;0.25 \A1;1.00 \A1;0.15 \A1;1.20 \A1;0.17 \A1;1.10 \A1;1.90 \A1;1.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.90 \A1;0.50 \A1;0.50 \A1;1.00 \A1;0.15 \A1;0.20 \A1;0.50 \A1;0.25 \A1;1.00 \A1;0.15 \A1;0.20 \A1;0.12 \A1;0.50 \A1;1.70 \A1;1.70 \A1;0.50 \A1;0.50 \A1;0.20 \A1;0.50 \A1;1.40 \A1;1.40 \A1;0.50 \A1;0.50 \A1;1.50 \A1;0.50 \A1;0.20 \A1;0.20 \A1;0.55 \A1;0.55 \A1;1.10 \A1;1.90 \A1;0.20 \A1;0.30 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;0.15 \A1;0.40 \A1;0.25 \A1;0.30 \A1;0.30 \A1;0.70 \A1;0.60 \A1;0.60 \A1;0.10 \A1;t \A1;Dimensiones indicadas en Planta \A1;0.65 \A1;0.45 \A1;0.15 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.60 \A1;0.70 \A1;0.45 \A1;0.10 \A1;DIMENCION INDICADA \A1;0.50 \A1;0.30 \A1;0.15 \A1;0.25 \A1;0.70 \A1;0.70 \A1;0.45 \A1;0.10 \A1;0.80 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.17 \A1;0.25 \A1;0.50 \A1;0.17 \A1;0.25 \A1;0.17 \A1;0.50 \A1;0.25 \A1;0.80 \A1;0.40 \A1;0.17 \A1;0.50 \A1;0.25 \A1;0.69 \A1;3.06 \A1;0.70 \A1;1.25 \A1;0.25 \A1;1.00 \A1;1.00 \A1;0.30 \A1;0.17 \A1;0.50 \A1;0.25 \A1;0.30 \A1;0.40 \A1;0.80 \A1;1.35 \A1;0.20 \A1;0.17 \A1;0.50 \A1;0.25 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.80 \A1;2.05 \A1;0.30 (tipico) \A1;0.17 \A1;0.50 \A1;0.25 \A1;0.30 \A1;0.80 \A1;0.17 \A1;0.50 \A1;0.25 \A1;0.30 \A1;0.80 \A1;0.40 \A1;3.55 \A1;0.50 \A1;0.50 \A1;0.25 \A1;2.00 \A1;1.88 \A1;1.97 \A1;1.10 \A1;1.90 \A1;0.20 \A1;0.30 \A1;1.50 \A1;0.25 \A1;1.95 \A1;0.25 \A1;1.80 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.25 \A1;1.80 \A1;0.50 \A1;0.50 \A1;3.40 \A1;3.71 \A1;3.02 \A1;1.40 \A1;1.30 \A1;1.30 \A1;1.90 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.60 \A1;0.50 \A1;0.30 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.25 \A1;3.30 \A1;1.81 \A1;2.23 \A1;1.00 \A1;0.69 \A1;3.16 \A1;1.10 \A1;1.90 \A1;1.50 \A1;0.20 \A1;0.20 \A1;0.55 \A1;0.55 \A1;0.35 (típico) \A1;t \A1;0.13 \A1;0.13 \A1;0.30 \A1;0.30 \A1;0.17 \A1;t \A1;h \A1;b \A1;0.13 \A1;0.17 \A1;b \A1;t \A1;h \A1;t \A1;h \A1;t \A1;.60 \A1;h \A1;t \A1;.60 \A1;h \A1;t \A1;h \A1;.60 \A1;0.20 \A1;0.15 \A1;1.20 \A1;0.10 \A1;0.70 \A1;0.45 \A1;0.10 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.55 N.F.P -1.55 N.F.P -1.40 NFP -1.40 NFP -1.55 NFP - 1.40 ESCALA: 1/75 CIMENTACION DEPOSITO PENDIENTE 17.60% RAMPA TALLER DEPOSITO 29.50 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 10 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 \W0.63114; A \W0.59763; B 10 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 E A B C \W0.51516; C 10 5 5 5 5 5 5 5 5 5 5 5 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 7ø 5/8" 26 ø 5/8" 12 ø 5/8" Inferior 12 ø 5/8" Superior 20 ø 5/8" Superior 20 ø 1/2" Inferior 9 ø 5/8" 12 ø 5/8" 9 ø 5/8" 12 ø 5/8" 9 ø 5/8" 12 ø 5/8" 9 ø 5/8" 12 ø 5/8" 9 ø 5/8" 12 ø 5/8" 9 ø 5/8" 12 ø 5/8" 11 ø 5/8" 14 ø 5/8" 8 ø 1/2" 8 ø 5/8" ø 1/2"@.25 ø 1/2"@.25 5 5 5 5 5 5 5 5 5 5 13 ø 5/8" 13 ø 5/8" 35 ø 5/8" 35 ø 5/8" 5 Base Escalera E-3 Base Escalera E-2 ø 5/8"@.18 Inferior ø 5/8"@.18 Superior ø 5/8"@.25 ø 1/2"@.25 19 ø 5/8" 19 ø 3/4" 19 ø 3/4" 19 ø 5/8" ø 5/8"@.25 ø 1/2"@.25 ø 5/8"@.25 ø 1/2"@.25 ø 5/8"@.20 ø 5/8"@.20 ø 5/8"@.20 ø 5/8"@.20 5 VC-1 (.25 x .70) VC-1 (.25 x .70) VC-1 (.25 x .70) VC-1 (.25 x .70) VC-1 (.25 x .70) VC-1 (.25 x .70) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ø3/8"@.25 ø1/2"@.25 ø5/8"@.18 ø3/8"@.25 Cada Capa doblan ext .30 horz c/capa NFP=-1.55 ø5/8"@.18 Niv. ± 0.00 ø1/2"@.25 5 5 5 2 ø 1/2" 5 5 5 5 5 5 5 ø3/8"@.25 ø1/2"@.25 ø5/8"@.18 ø3/8"@.25 Cada Capa doblan ext .30 horz c/capa NFP=-1.55 ø5/8"@.18 Niv. ± 0.00 ø1/2"@.25 5 5 5 2 ø 1/2" 5 5 5 5 5 5 5 5 5 ø3/8"@.25 ø3/8"@.25 C/capa doblan ext .30 horz c/capa NFP=-1.55 Niv. ± 0.00 5 5 5 2 ø 1/2" 5 4 ø 3/8" 5 5 5 5 5 5 5 ø3/8"@.25 ø1/2"@.25 c/capa NFP=-1.55 ø5/8"@.18 Niv. ± 0.00 ø1/2"@.25 2.00 5 2 ø 1/2" 5 ø5/8"@.18 VC-2 VC-2 VC-3 (.25x.90) 5 5 5 5 5 ø3/8"@.25 c/capa Niv. - 0.05 5 5 5 5 5 5 ø3/8"@.25 c/capa NFP=-1.55 Niv. ± 0.00 5 5 5 4 ø 3/8" NFP=-1.55 6 ø 3/8" 5 5 5 5 5 ø1/2"@.25 NFP=-1.55 ø5/8"@.18 NFP=-2.55 ø1/2"@.25 2.00 ø5/8"@.18 5 3 ø 5/8" VC-3 (.25x.90) 3 ø 5/8" 5 ø1/2"@.25 ø5/8"@.18 NFP=-1.55 ø5/8"@.18 NFP=-2.55 ø5/8"@.25 5 VC-2 (.25x.90) 5 5 5 3 ø 5/8" 3 ø 5/8" 3 ø 5/8" 3 ø 5/8" 3 ø 5/8" 3 ø 5/8" 5 5 6 ø 1/2" 6 ø 1/2" 5 5 5 5 solado 1:10 solado 1:10 Muro M-1 Corte A - A Corte B - B Viga VC-2 (.25X.90) Viga VC-3 (.25X.90) Muro M-2 Muro M-3 Muro M-4 Muro M-5 Muro M-6 5 5 5 5 5 NFP=-1.55 Niv. ± 0.00 5 5 VC-2 solado 1:10 RELLENO CON MATERIAL SUELTO, ARENA GRUESA Ó TECKNOPORT DETALLE TIPICO DE ANCLAJE DE COLUMNA Y ZAPATA CORRIDA ø 3/8"; @.25 VIGA DE CIMENTACION VC - 1 f'c=210Kg/cm2 solado 1:10 solado 1:10 solado 1:10 f'c=210Kg/cm2 f'c=210Kg/cm2 5 5 (.25x.90) (.25x.90) (.25x.90) ø3/8"@.25 C/capa doblan ext .30 horz ø3/8"@.25 ø3/8"@.25 C/capa doblan ext .30 horz ø3/8"@.25 C/capa doblan ext .30 horz 6 ø 1/2" Corridos doblan est. .30Horiz. f'c=210Kg/cm2 ø 3/8"; @.25 6 ø 1/2" Corridos doblan est. .30Horiz. ø 3/8"; @.25 5 5 5 solado 1:10 solado 1:10 solado 1:10 solado 1:10 solado 1:10 ø 3/8"; @.25 ø 3/8"; @.25 Zapata Zapata 5 5 5 5 NFP=-1.55 NFP=-2.55 5 solado 1:10 RELLENO CON MATERIAL SUELTO, ARENA GRUESA Ó TECKNOPORT 5 5 5 5 ø 3/8"; @.25 solado 1:10 Zapata Zapata <> (Tipico) Doblan ext. .30 Horiz. 2 ø 3/8" 2 ø 3/8" 3 ø 3/4" 3 ø 3/4" 3 ø 3/4" 3 ø 3/4" 4 ø 3/8" 5 5 NFP=-1.55 5 5 5 NFP=-2.55 NFP=-2.55 NFP=-2.55 NFP=-2.55 NFP=-2.55 NFP=-2.55 NFP=-2.55 NFP=-2.55 DETALLE VIGA CIMENTACION VC-1 (.25X.70) 5 VC-2 VC-2 VC-2 VC-2 VC-2 VC-2 Muro M-2 Muro M-3 Muro M-3 VC-3 VC-3 VC-3 VC-3 VC-3 VC-3 VC-3 Muro M-2 ø 1/2"@ .25 ø 1/2"@ .25 ø 1/2"@.25 ø 1/2"@.25 ø 5/8" @ .20 ø 5/8" @ .20 5 A A A A Muro M-5 Muro M-5 VC-2(.25x.90) Muro M-1 Muro M-1 Muro M-1 Muro M-1 Muro M-1 Muro M-1 Muro M-6 Muro M-6 5 5 5 5 5 5 5 VC - 2 A A (.25 x .70) VC-1(.25 x .70) (.25 x .70) C4 C4 C10 C4 C4 C4 C4 C4 C5 C1 C3 C2 C2 C2 C2 C2 C2 C2 C2 C3 C3 C1 C1 C1 C1 C1 C1 C1 C1 C1 PLACA P1 C7 C8 C6 C6 5 ø 1/2" @ .20 C/capa ø 3/8" @ .25 Col. C2 C2 C/capa ø 3/8" @ .25 C/capa ø 1/2" @ .20 C/capa 5 5 5 5 5 5 5 5 5 5 5 5 5 ø 1/2" @ .20 C/capa ø 3/8" @ .25 C/capa X X X X ASCENSOR Sep. Sism. e = 1" Sep. Sism. e = 1" Muro M-5 5 5 NFC =-2.55 NFC=-2.55 NFC=-2.55 NFC=-2.55 NFC=-2.55 NFC=-2.55 Z-5 H = 0.60 NFZ=-2.00 Z-2 H = 0.60 NFZ=-2.00 Z-3 H = 0.60 NFZ=-2.00 Z-4 H = 0.60 NFZ=-2.00 Z-5 H = 0.60 NFZ=-2.00 Z-5 H = 0.60 NFZ=-2.55 Z-5 H = 0.60 NFZ=-2.00 Z-5 H = 0.60 NFZ=-2.00 Z-5 H = 0.60 NFZ=-2.00 Z-6 H = 0.60 NFZ=-2.00 Z-7 H = 0.60 NFZ=-2.00 Z-1 H = 0.60 NFZ= - 3.75 5 5 5 5 (.25x.40) Col. C2 (.25x.40) Col. C9 (.20x.50) Col. C9 (.20x.50) C1 C1 C6 C6 C6 C2 C9 C9 N.F.ASC=-3.75m ø3/8"@.20 NFP=-1.55 5 5 5 5 5 5 5 ø3/8"@.20 c/capa c/capa 2 ø 5/8" c/capa 5 5 ø1/2"@.20 c/capa DETALLE TIPICO DE ASCENSOR 5 5 Solado 1:10 øs Ind. en Planta øs Ind. en Planta \A1;0.20 NF.ASC.=+3.05 NIVEL LOSA NIVEL LOSA 5 5 5 5 5 DINTEL (VER DETALLE) DINTEL (VER DETALLE) NIVEL LOSA 5 5 VIGA DINTEL 5 5 (VER DETALLE) ø3/8"@.20 c/capa ø3/8"@.20 c/capa ø1/2"@.20 c/capa ø1/2"@.20 c/capa ø3/8"@.20 c/capa ø1/2"@.20 c/capa ø3/8"@.20 c/capa ø3/8"@.20 c/capa 6º PISO 3º PISO 5 5 5 Corte X - X ø 1" Gancho de Izaje 5 5 5 Ver Detalle de Fabricante de Ascensor Huecos de Ascensor 5 ø1/2"@.20 5 2º PISO 1º PISO 5 DETALLE TIPICO DE ALIGERADO ø 1/4" @ .25 Ast. Tempèratura 5 <> 5 .17 .12 <> ESCALA 1/10 DETALLE DE CISTERNA ESC: 1/25 LOSA SUPERIOR CISTERNA H=0.20m. CAP:33.00m3 5 5 5 ø 1/2"@ .20 ø 1/2"@ .20 ø 1/2"@ .20 ø 1/2"@ .20 5 CORTE: 1 - 1 ESC ; 1/25 NIV. MAX. AGUA 5 ø3/8" @ 0.25 3d3/8" <> CADA CAPA ø3/8" @ 0.25 CADA CAPA 5 5 3d3/8" <> ø3/8" @ 0.25 CADA CAPA 5 d 1/2" @ 0.20 CADA CAPA ø 1/2" @ 0.20 CADA CAPA 5 5 5 5 5 5 5 5 ø3/8"@ .25 CADA CAPA ø3/8"@ .25 CADA CAPA 5 5 TAPA DE 0.60x0.60 5 5 2 ø 1/2" 2 ø 1/2" 2 ø 1/2" INSPECCION 1 1 d3/8" @ 0.25 CADA CAPA d3/8" @ 0.25 CADA CAPA 5 5 5 6 ø 3/8" 5 c/capa ø 3/8" @ .25 5 c/capa ø 3/8" @ .20 6 ø 3/8" 1º TRAMO c/capa 5 6 ø 3/8" 5 5 5 PASOS EN RELLENO <>(TIPICO) VS-1(.25x.50) <>(TIPICO) c/capa 5 c/capa 6 ø 3/8" c/capa ø 3/8" @ .25 (.25x.60) C7 C5 CUADRO DE COLUMNAS SECCION TIPO 1º Sotano C4 C6 (.15 x .30) (.25 x .80) (.15x.40) 5 5 (.30 x .30) C1 4 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E C2 (.30 x .40) 5 5 C3 (.30 x .30) 5 5 5 5 C8 5 5 + 4 ø 5/8" 2 8 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E 4 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E + 4 ø 5/8" 2 4 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E + 4 ø 5/8" 2 4 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E + 4 ø 5/8" 2 4 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E + 4 ø 5/8" 2 4 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E + 4 ø 5/8" 2 4 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E + 4 ø 5/8" 2 2 8 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E 2 2º 3º 4º 5º 6º Azotea 5 5 8 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 7@.10, Rto.@.25 C/E 2 5 5 5 5 5 5 8 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 8 ø 5/8" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 8 ø 5/8" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 8 ø 5/8" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 8 ø 5/8" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 8 ø 5/8" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 4 ø 3/8" ø 1/4"; 1@.05 5@.10, Rto.@.25 C/E 6 ø 1/2" 7 ø 1/2" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 5 5 5 ø 3/8"@.25 8 ø 1/2" CADA/CAPA V-115-215-315-415 1, 2, 3, 4, 5, TRAMO TIPICO V-201(.40X.17) 8 ø 1/2" ø 1/2"@.15 CADA/CAPA 8 ø 1/2" ESCALERA E-1 S/C: 500Kgr/m <> (Tipico) <> (Tipico) y 515 (.40X.17) 5 5 5 0.15 5 5 (SECC. IND.) (.20x.50) (.25x.70) C9 C10 (.25 x .80) (.25 x .80) (.25 x .80) (.25 x .80) (.25 x .80) (.25 x .80) (.25 x .80) 5 5 8 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 8 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E 2 (.25 x .80) (.25 x .80) (.25 x .80) (.25 x .80) (.25 x .70) (.25 x .70) (.25 x .70) 6 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E (.20x.50) 6 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E (.20x.50) 6 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E (.20x.50) 6 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E (.20x.50) 6 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E (.20x.50) 6 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E (.20x.50) 6 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E (.20x.50) 6 ø 3/4" ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E (.20x.50) (SECC. IND.) ø 3/8"; 1@.05 5@.10, Rto.@.25 C/E (.15x.40) (.15 x .30) (.25x.60) (.25x.60) (.25x.60) (.25x.60) (.25x.60) (.30 x .30) (.30 x .30) (.30 x .30) (.30 x .30) (.30 x .30) (.30 x .30) (.30 x .30) (.30 x .40) (.30 x .40) (.30 x .40) (.30 x .40) (.30 x .40) (.30 x .40) (.30 x .40) (.30 x .40) (.30 x .30) (.30 x .30) (.30 x .30) (.30 x .30) (.30 x .30) (.30 x .30) (.30 x .30) NFP=-1.40 5 5 ESCALERA E-2 S/C: 200Kgr/m 5 c/capa ø 3/8" @ .25 5 1º TRAMO 5 6 ø 3/8" 5 5 5 PASOS EN RELLENO <>(TIPICO) <>(TIPICO) 5 c/capa 6 ø 3/8" c/capa ø 3/8" @ .25 NFP=-1.55 5 5 ESCALERA E-3 S/C: 200Kgr/m e = .15 5 c/capa ø 3/8" @ .25 6 ø 3/8" 5 5 5 5 c/capa ø 3/8" @ .25 6 ø 3/8" 5 c/capa ø 3/8" @ .25 5 5 <>(TIPICO) <>(TIPICO) c/capa ø 3/8" @ .25 6 ø 3/8" <>(TIPICO) Corte b (.40x.17) e=0.15m 1º TRAMO 5 5 Muro M-6 VS-3(.15x.17) 6 ø 3/8" c/capa ESCALERA E-5 S/C: 200Kgr/m <>(TIPICO) 6 ø 3/8" 5 0.15 c/capa ø 3/8" @ .25 5 c/capa ø 3/8" @ .25 6 ø 3/8" c/capa 5 5 1º y 3ºTRAMO V-416 5 5 (.30x.17) 5 5 5 6 ø 3/8" 5 5 ESCALERA E-4 S/C: 200Kgr/m 5 6 ø 3/8" 5 0.15 c/capa ø 3/8" @ .25 5 c/capa ø 3/8" @ .25 6 ø 3/8" 6 ø 3/8" c/capa 5 6 ø 3/8" 5 1º y 3ºTRAMO V-408 5 5 (.25x.40) 5 5 5 5 c/capa ø 3/8" @ .25 6 ø 3/8" 5 5 ø 3/8" @ .25 6 ø 3/8" 6 ø 3/8" 5 5 5 6 ø 3/8" 5 e = 0.15 c/capa ø 3/8" @ .25 5 c/capa ø 3/8" @ .25 6 ø 3/8" 6 ø 3/8" c/capa 5 6 ø 3/8" 5 2º y 5ºTRAMO 5 5 5 5 <>(TIPICO) 6 ø 3/8" 5 0.15 c/capa ø 3/8" @ .25 5 c/capa ø 3/8" @ .25 6 ø 3/8" c/capa 5 5 1º y 3ºTRAMO V-414 5 5 (.30x.17) 5 5 5 6 ø 3/8" 6 ø 3/8" 5 5 ESCALERA E-6 S/C: 200Kgr/m 6 ø 3/8" 5 0.15 c/capa ø 3/8" @ .25 c/capa c/capa 5 5 (.30x.17) V-514=V-614 5 5 5 5 2º y 4ºTRAMO 6 ø 3/8" 5 0.15 c/capa ø 3/8" @ .25 5 c/capa ø 3/8" @ .25 6 ø 3/8" c/capa 5 5 2º y 4ºTRAMO 5 5 5 5 5 ø 3/8" @ .25 ø 5/8" @ .20 ø 5/8" @ .20 Muro M-4 Muro M-4 Muro M-4 Muro M-4 Muro M-4 Muro M-4 5 5 VC-4(.25x.70) VC-4(.25x.70) VC-4(.25x.70) k k k k k (.25 x .70) (.25 x .70) (.25 x .70) (.25 x .70) (.25 x .70) (.25 x .70) (.25 x .70) k (.25 x .70) k k 5 C6 5 5 Muro M-3 Muro M-3 VC-3 NFC=-2.00 f'c=100Kg/cm2 + 30% P.G. 5 5 5 5 5 5 5 5 5 5 5 5 1 1 CISTERNA ø 8mm @ .25 (Malla) f'c=175Kg/cm2 e = 0.12m k k k k 5 5 PLACA P-1 (SECCION INDICADA) PASOS EN RELLENO LOSA ALIGERADA QUINTO PISO ESCALA: 1/75 LOSA ALIGERADA SEXTO PISO ESCALA: 1/75 NPT + 11.30 AZOTEA ESCALA: 1/75 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 1/2"@ .15, Sup. 1 ø 1/2"@ .15, Inf. 1 ø 1/2"@ .15, Sup. 1 ø 1/2"@ .15, Inf. 5 5 1 ø 1/2" @ .15, Sup. 1 ø 1/2" @ .15, Inf. 5 1 ø 3/8"@ .20, Capa Sup. 1 ø 3/8"@ .20, Capa Inf. 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 3/8" 5 5 1 ø 3/8" 5 5 5 5 1 ø 3/8", Arriba y Abajo 5 5 5 1 ø 3/8", Arriba y Abajo Viguetas Ducto Pasan Viguetas Ducto Pasan 5 5 5 5 5 5 5 5 5 5 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 4 5 5 5 5 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 10 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 \W0.63114; A \W0.59763; B 10 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 E A B C \W0.51516; C 10 D V-501(.25x.40) V-501 (.25x.40) V-501 V-502 (.25x.40) V-502 (.25x.40) V-502 (.25x.40) V-502 (.25x.40) V-503 (.25x.40) V-403 (.25x.40) V-503(.25x.40) V-503 V-504 (.25x.40) V-504 (.25x.40) V-504 V-405 (.25x.40) V-506 (.25x.40) V-507(.25x.40) V-507 V-508 (.25 x .40) V-509 (.25x.40) V-509 V-508 V-510 (.25x.40) V-512 (.25x.40) V-512 (.25x.40) V-512 (.25x.40) V-512 V-512 (.25x.40) V-512 (.25x.40) V-512 (.25x.40) V-512 (.25x.40) V-512 (.25x.40) V-512 (.25x.40) V-512(.25x.40) V-512 (.25x.40) V-512 V-512 (.25x.40) V-514 (.30x.17) V-512 (.25x.40) V-512 (.25x.40) V-512 (.25x.40) V-513 (.15x.40) V-513 V-513 V-515 (.40x.17) V - 515 V-511 (.25x.40) V-511 (.25x.40) V-511 (.25x.40) V-511 (.25x.40) V-511 (.25x.40) 1 ø 3/8" 5 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 2 1 ø 3/8" 1 ø 3/8" 5 1 ø 3/8" V-514 (.30x.17) V-512 (.25x.40) 5 5 (.15x.40) A 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 V-602 (.25x.40) V-603 (.25x.40) V-604 (.25x.40) 1 ø 3/8" 1 ø 1/2" @ .15, Sup. 1 ø 1/2" @ .15, Inf. 5 1 ø 3/8"@ .20, Capa Sup. 1 ø 3/8"@ .20, Capa Inf. 5 5 5 1 ø 3/8" V-602 (.25x.40) V-603 V-612 (.25x.40) 1 ø 3/8" 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 1 ø 3/8", Arriba y Abajo ø 3/8"@.30 2 V-602 (.25x.40) V-603(.25x.40) V-604 (.25x.40) V-604 V-605 (.25x.40) V-612 (.25x.40) V-612 (.25x.40) V-612 V-612 (.25x.40) 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 3/8" 5 5 1 ø 3/8" 5 1 ø 3/8" 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 3 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 1/2" @ .15, Sup. 1 ø 1/2" @ .15, Inf. 1 ø 1/2" @ .15, Sup. 1 ø 1/2" @ .15, Inf. 1 ø 1/2" @ .15, Sup. 1 ø 1/2" @ .15, Inf. V-612 (.25x.40) V-612 (.25x.40) V-612 V-612 (.25x.40) V-613 (.15x.40) V-613 V-615( .40x.17) V-615 V-602 (.25x.40) V-606 (.25x.40) V-607(.25x.40) V-608 (.25x.40) V-609 (.25x.40) V-612 (.25x.40) V-612 (.25x.40) V-614 (.30x.17) V-614 (.30x.17) V-612 (.25x.40) V-612 (.25x.40) V-611 (.25x.40) V-611 (.25x.40) V-611 (.25x.40) V-611 (.25x.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 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 10 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 \W0.63114; A \W0.59763; B 10 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 E A B C \W0.51516; C 10 D 5 5 5 ø 3/8"@.30 1 ø 3/8", Arriba y Abajo V-608 (.25x.40) V-608 LOSA ALIGERADA SEMISOTANO ESCALA: 1/75 5 5 1 ø 3/8" 1 ø 3/8" 5 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 3/8" 5 1 ø 3/8" 5 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 3/8" 5 1 ø 3/8" 5 ø 3/8"@ .20 Sup. ø 3/8"@ .20 Inf. 5 ø 3/8"@ .25, Sup. ø 3/8"@ .25, Inf. 5 1 ø 3/8" 5 5 1 ø 3/8" 5 1 ø 3/8" 1 ø 3/8" ø 3/8"@ .25 Sup. ø 3/8"@ .25 Inf. ø 3/8"@ .30,C/ Sup. ø 3/8"@ .30,C/ Inf. ø 1/2"@ .12, Sup. ø 1/2"@ .12 Inf. 5 ø 3/8"@ .25 ø 3/8"@ .25 ø 3/8"@ .25, Sup. ø 3/8"@ .25, Inf. 5 5 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 3/8" 5 1 ø 3/8" 1 ø 3/8" 5 1 ø 3/8" 5 5 1 ø 3/8" 5 1 ø 3/8" 5 1 ø 3/8" VS-5 (.25x.17) (.15x.17) VS-2 (.25x.17) VS-2 (.25x.17) VS-2 (.25x.17) VS-2 (.25x.17) VS-2 (.25x.17) VS-2 (.25x.17) VS-3 (.15x.17) VS-3 (.15x.17) VS-3 (.15x.17) VS-3 (.15x.17) VS-3 (.15x.17) VS-3 (.15x.17) VS-3 (.15x.17) VS-3 (.15x.17) VS-1 (.25x.50) VS-1 (.25x.50) VS-3 (.15x.17) VS-3 (.15x.17) VS-3 (.15x.17) VS-3 (.15x.17) VS-3 (.15x.17) 1 ø 3/8" 5 5 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 3/8" 5 1 ø 3/8" 1 ø 3/8" 5 1 ø 3/8" 5 5 5 5 5 5 5 ø 3/8"@.25 ø 3/8"@.25 5 1 ø 3/8" 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" øs Escalera E-6 Ver Detalle Nacen øs Escalera E-1 Ver Detalle øs Escalera E-2 Ver Detalle øs Escalera E-3 Ver Detalle øs Escalera E-1 Ver Detalle øs Escalera E-4 Ver Detalle øs Escalera E-4 Ver Detalle 1 ø 3/8'' arriba y abajo Ver Detalle V-516 (.25x.17) V-516 (.25x.17) V-517(.25x.17) V-517(.25x.17) V-512(.25x.40) (.15x.40) C B B (.15x.17) (.15x.17) A A (.15x.17) (.15x.17) 5 1 ø 1/2" Arriba y abajo S ø 1/4" @ .20 5 5 5 øs Escalera E-4 Ver Detalle øs Escalera E-4 Ver Detalle V-612 (.25x.40) (.15x.40) C 5 øs Escalera E-5 Ver Detalle V-603(.25x.40) Nace Columa (.25x.25) 4 ø 1/2" ø 3/8", 1@ .05, 5@.10 Rto. @.20 de c/ext. Nace Columa (.25x.25) 4 ø 1/2" ø 3/8", 1@ .05, 5@.10 Rto. @.20 de c/ext. Nace Columa (.25x.25) 4 ø 1/2" ø 3/8", 1@ .05, 5@.10 Rto. @.20 de c/ext. Nace Columa (.25x.25) 4 ø 1/2" ø 3/8", 1@ .05, 5@.10 Rto. @.20 de c/ext. Viguetas Ducto Pasan Viguetas Ducto Pasan 5 5 5 5 ø 3/8" @ .30 ø 3/8" @ .30 ø 3/8" @ .20 ø 3/8" @ .20 ø 3/8" @ .20 ø 3/8" @ .20 5 5 5 5 ø 3/8" @ .30 ø 3/8" @ .30 5 5 5 5 ø 3/8" @ .30 ø 3/8" @ .30 5 øs Escalera E-6 Ver Detalle 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 X V-701 (.25x.50) V-702 (.25x.50) (.30x.17) E (.25x.50) E D E (.30x.12) (.30x.12) (.30x.12) E (.30x.12) E (.30x.12) E (.30x.12) E (.30x.12) E (.30x.12) D (.30x.12) 5 5 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y (.15x.20) (.15x.20) (.15x.20) (.15x.20) (.15x.20) (.15x.20) (.15x.20) (.15x.20) (.15x.20) (.15x.20) (.15x.20) (.15x.20) (.15x.20) (.15x.20) (.15x.20) (.15x.20) Y (.15x.20) (.15x.20) (.15x.20) Y (.15x.20) Y (.15x.20) Y (.15x.20) Y (.15x.20) Y (.15x.20) Y (.15x.20) Y Y (.15x.20) Y (.15x.20) LOSA MACIZA e = 0.12m LOSA MACIZA e = 0.12m LOSA MACIZA e = 0.20m Proyeccion de Tanque Elevado X (.25x.50) Z 5 5 1 ø 1/2" Arriba y Abajo 1 ø 1/2" Arriba y Abajo C4 C4 C10 C4 C4 C4 C4 C4 C5 C1 C3 C2 C2 C2 C2 C2 C2 C2 C2 C3 C3 C1 C1 C1 C1 C1 C1 C1 C1 C1 PLACA P1 C7 C8 C6 C6 C2 C1 C1 C6 C6 C8 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 10 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 \W0.63114; A \W0.59763; B 10 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 E A B C \W0.51516; C 10 5 5 5 5 5 5 5 5 5 5 5 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 5 5 Sep. Sism. e = 1" Sep. Sism. e = 1" C2 C9 C9 C4 C10 C4 C4 C4 C4 C4 C5 C2 C2 C2 C2 C2 C2 C2 C2 C3 C3 C1 C1 C1 C1 C1 C1 C1 C1 PLACA P1 C2 C1 C1 C2 C9 C9 1 ø 3/8" V-517(.25x.17) C4 C10 C4 C4 C4 C4 C4 C5 C2 C2 C2 C2 C2 C2 C2 C3 C3 C1 C1 C1 C1 C1 C1 PLACA P1 C2 C1 C2 C9 C9 C11 C12 C12 C12 C12 1 ø 3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 10 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 \W0.63114; A \W0.59763; B 10 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 E A B C \W0.51516; C 10 D CL CL C4 C4 CL CL CL CL CL CL C2 C2 C2 CL C3 CL CL CL CL CL CL CL C2 CL C2 C9 C9 CL CL CL CL CL CL CL S/C=200 Kg/m2 H = 0.17m S/C=250 Kg/m2 H = 0.17m S/C=200 Kg/m2 H = 0.17m VS-4 (.25x.17) VS-4 (.25x.17) Nace Columneta (.15x.25) 4 ø 3/8" ø 1/4", @.20 (Tipico para todas las Columnetas de azotea que confinan Parapeto) h = 1.00 m. Nace Columneta (.15x.25) 4 ø 3/8" ø 1/4", @.20 (Tipico para todas las Columnetas de azotea que confinan Parapeto) h = 1.00 m. A VS-1 (.25x.50) VS-5 (.25x.17) (.40x.17) B (.40x.17) B VS-8(.25x.17) VS-3 (.15x.17) C6 Losa Masiza h=0.17m VS-6(.25x.50) VS-6(.25x.50) VS-7 (.15x.50) VS-7 (.15x.50) VS-7 (.15x.50) Losa Masiza h=0.17m VS-1 (.25x.50) VS-1 (.25x.50) VS-1 (.25x.50) C7 ø 3/8"@.30 5 5 5 ø 3/8"@.30 5 1 ø 3/8'' arriba y abajo PLACA P1 A V-514 Losa Masiza h=0.17m B (.15x.17) ø 3/8"@.30 ø 3/8"@.30 (.15x.17) B 5 V-517(.25x.17) V-517 ø 3/8"@ .25 ø 3/8"@ .25 A S/C= 150 Kg/m2 5 B B (.15x.17) (.15x.17) 5 5 5 ø 3/8"@.30 1 ø 3/8'' arriba y abajo A 1 ø 3/8'' arriba y abajo V-605 V-606 B (.15x.17) V-615 Losa Masiza h=0.17m V-612 (.25x.40) V-612 (.25x.40) V-616 (.25x.17) V-616 (.25x.17) V-607 V-617 (.25x.17) 5 5 ø 3/8"@ .25 ø 3/8"@ .25 1 ø 3/8'' arriba y abajo V-617(.25x.17) LOSA ALIGERADA SEGUNDO PISO ESCALA: 1/75 LOSA ALIGERADA PRIMER PISO ESCALA: 1/75 10 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 \W0.97352; C \W0.97352; C 10 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.20 5 1.65 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W0.63114; A \W0.59763; B 5 5 5 5 5 5.00 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 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 A B F 10 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 \W0.63114; A \W0.59763; B 10 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 E A B C C C 5 5 5 5 5 5 LOSA ALIGERADA TERCER PISO ESCALA: 1/75 LOSA ALIGERADA CUARTO PISO ESCALA: 1/75 NPT + 8.70 5 5 5 \W0.51516; C \W0.51516; C CALLE LOS TULIPANES PARQUE AV. HUAMAN LAS CASUARINAS 10 5 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 3/8" 5 5 1 ø 3/8" 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 1/2"@ .15, Sup. 1 ø 1/2"@ .15, Inf. 5 5 5 5 1 ø 3/8"@ .20, Capa Sup. 1 ø 3/8"@ .20, Capa Inf. 5 1 ø 3/8"@ .20,C/ Sup. 1 ø 3/8"@ .20,C/ Inf. 5 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 5 1 ø 3/8", Arriba y Abajo 5 5 5 1 ø 3/8", Arriba y Abajo 5 5 5 1 ø 3/8", Arriba y Abajo Viguetas Ducto Pasan Viguetas Ducto Pasan Viguetas Ducto Pasan 5 5 5 5 5 5 5 5 5 5 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 7 8 6 5 2 4 9 5 5 5 D 1 ø 3/8"@ .20, Sup. 1 ø 3/8"@ .20, Inf. 5 5 5 1 ø 3/8"@ .20,C/ Sup. 1 ø 3/8"@ .20,C/ Inf. 5 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 1 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 3/8" 5 5 5 1 ø 3/8", Arriba y Abajo ø 3/8" @.30 5 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 1 ø 3/8", Arriba y Abajo 2 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 3/8" 5 5 1 ø 3/8" 5 5 5 5 1 ø 3/8", Arriba y Abajo V-101 (.25x.40) V-101 (.25x.40) V-101 (.25x.40) V-101 (.25x.40) V-102(.25x.40) V-102 (.25x.40) V-102 (.25x.40) V-102 (.25x.40) V-103(.25x.40) V-103 (.25x.40) V-103 (.25x.40) V-103 V-104(.25x.40) V-104 (.25x.40) V-104 V-102 V-105 (.25x.40) V-106 (.25x.40) V-107(.25x.40) V-107 (.25x.40) V-108 (.25x.40) V-109 (.25x.40) V-109 V-108 V-110 V-110 (.25x.40) V-112 1 ø 3/8" V-112 (.25x.40) V-112 (.25x.40) V-112 (.25x.40) V-112 (.25x.40) A (.15x.40) V-112 V-112 (.25x.40) V-112 (.25x.40) V-112 (.25x.40) V-112 (.25x.40) V-112 (.25x.40) V-112 (.25x.40) V-112 (.25x.40) V-112 (.25x.40) V-112 (.25x.40) V-112 (.25x.40) V-112 (.25x.40) V-112 (.25x.40) V-114 (.30x.17) V-114 (.30x.17) V-112 (.25x.40) V-112 (.25x.40) V-112 (.25x.40) V-113 (.15x.40) V-113 V-113 V-115 (.40x.17) V-115 (.40x.17) V-111 (.25x.40) V-111 (.25x.40) V-111 (.25x.40) V-111 (.25x.40) V-111 (.25x.40) V-111 (.25x.40) LOSA MACIZA e = 0.17m V-201 (.25x.40) V-201 (.25x.40) V-201 (.25x.40) V-201 (.25x.40) V-202 (.25x.40) V-202 (.25x.40) V-202 (.25x.40) V-202 (.25x.40) V-203(.25x.40) V-203 (.25x.40) V-203(.25x.40) V-203 V-204(.25x.40) V-204 (.25x.40) V-204 V-202 V-205 (.25x.40) V-206 (.25x.40) V-207(.25x.40) V-207 (.25x.40) V-208 (.25x.40) V-209 (.25x.40) V-209 V-208 V-210 V-210 (.25x.40) V-212 V-212 (.25x.40) V-212 (.25x.40) V-212 (.25x.40) V-212 (.25x.40) (.15x.40) V-212 V-212 (.25x.40) V-212 (.25x.40) V-212 (.25x.40) V-212 (.25x.40) V-212 (.25x.40) V-212 (.25x.40) V-212 (.25x.40) V-212 (.25x.40) V-212 (.25x.40) V-212 (.25x.40) V-212 (.25x.40) V-212 (.25x.40) V-214 (.30x.17) V-214 (.30x.17) V-212 (.25x.40) V-212 (.25x.40) V-212 (.25x.40) V-213 (.15x.40) V-213 V-213 V-215 (.40x.17) V-215 (.40x.17) V-211 (.25x.40) V-211 (.25x.40) V-211 (.25x.40) V-211 (.25x.40) V-211 (.25x.40) V-211 (.25x.40) A (.15x.40) A (.15x.40) A 1 ø 3/8" \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 10 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 \W0.63114; A \W0.59763; B 10 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 E A B C \W0.51516; C 10 5 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 3/8" 5 5 1 ø 3/8" 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 1/2"@ .15, Sup. 1 ø 1/2"@ .15, Inf. 5 5 5 5 5 1 ø 3/8"@ .20, Capa Sup. 1 ø 3/8"@ .20, Capa Inf. 5 1 ø 3/8"@ .20,C/ Sup. 1 ø 3/8"@ .20,C/ Inf. 5 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 5 1 ø 3/8", Arriba y Abajo 5 5 5 1 ø 3/8", Arriba y Abajo 5 5 5 1 ø 3/8", Arriba y Abajo Viguetas Ducto Pasan Viguetas Ducto Pasan Viguetas Ducto Pasan 5 5 5 5 5 5 5 5 5 5 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 8 6 5 2 4 9 5 5 5 D V-301 (.25x.40) V-301 (.25x.40) V-301 (.25x.40) V-301 (.25x.40) V-302 (.25x.40) V-302 (.25x.40) V-302 (.25x.40) V-302 (.25x.40) V-303(.25x.40) V-303 (.25x.40) V-303(.25x.40) V-203 V-304(.25x.40) V-304 (.25x.40) V-304 V-302 V-305 (.25x.40) V-306 (.25x.40) V-307(.25x.40) V-307 (.25x.40) V-308 (.25x.40) V-309 (.25x.40) V-309 V-308 V-310 V-310 (.25x.40) V-312 V-312 (.25x.40) V-312 (.25x.40) V-312 (.25x.40) V-312 (.25x.40) (.15x.40) V-312 V-312 (.25x.40) V-312 (.25x.40) V-312 (.25x.40) V-312 (.25x.40) V-312 (.25x.40) V-312 (.25x.40) V-312 (.25x.40) V-312 (.25x.40) V-312 (.25x.40) V-312 (.25x.40) V-312 (.25x.40) V-312 (.25x.40) V-314 (.30x.17) V-314 (.30x.17) V-312 (.25x.40) V-312 (.25x.40) V-312 (.25x.40) V-313 (.15x.40) V-313 V-313 V-315 (.40x.17) V-315 (.40x.17) V-311 (.25x.40) V-311 (.25x.40) V-311 (.25x.40) V-311 (.25x.40) V-311 (.25x.40) V-311 (.25x.40) A (.15x.40) A (.15x.40) A 1 ø 3/8" \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 10 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 \W0.63114; A \W0.59763; B 10 \W0.83732; 9 \W0.83861; 8 \W0.83088; 7 \W0.84763; 6 \W0.83088; 5 \W0.89660; 4 \W0.83861; 3 \W0.87598; 2 \W0.96748; 1 E A B C \W0.51516; C 10 5 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 3/8" 5 5 1 ø 3/8" 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 1/2"@ .15, Sup. 1 ø 1/2"@ .15, Inf. 1 ø 1/2"@ .15, Sup. 1 ø 1/2"@ .15, Inf. 5 5 5 5 5 1 ø 3/8"@ .20, Capa Sup. 1 ø 3/8"@ .20, Capa Inf. 5 1 ø 3/8"@ .20,C/ Sup. 1 ø 3/8"@ .20,C/ Inf. 5 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 5 1 ø 3/8", Arriba y Abajo 5 5 5 1 ø 3/8", Arriba y Abajo 5 5 5 1 ø 3/8", Arriba y Abajo Viguetas Ducto Pasan Viguetas Ducto Pasan Viguetas Ducto Pasan 5 5 5 5 5 5 5 5 5 5 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 6 5 2 4 9 5 5 5 D V-401 (.25x.40) V-401 (.25x.40) V-401 (.25x.40) V-401 (.25x.40) V-402 (.25x.40) V-402 (.25x.40) V-402 (.25x.40) V-402 (.25x.40) V-403(.25x.40) V-403 (.25x.40) V-403(.25x.40) V-203 V-404(.25x.40) V-404 (.25x.40) V-404 V-402 V-405 (.25x.40) V-406 (.25x.40) V-407(.25x.40) V-407 (.25x.40) V-408 (.25x.40) V-409 (.25x.40) V-209 V-208 V-410 V-410 (.25x.40) V-412 V-412 (.25x.40) V-412 (.25x.40) V-412 (.25x.40) V-412 (.25x.40) (.15x.40) V-412 V-412 (.25x.40) V-412 (.25x.40) V-412 (.25x.40) V-412 (.25x.40) V-412 (.25x.40) V-412 (.25x.40) V-412 (.25x.40) V-412 (.25x.40) V-412 (.25x.40) V-412 (.25x.40) V-412 (.25x.40) V-412 (.25x.40) V-414 (.30x.17) V-414 (.30x.17) V-412 (.25x.40) V-412 (.25x.40) V-412 (.25x.40) V-413 (.15x.40) V-413 V-413 V-415 (.40x.17) V-415 (.40x.17) V-411 (.25x.40) V-411 (.25x.40) V-411 (.25x.40) V-411 (.25x.40) V-411 (.25x.40) V-411 (.25x.40) A (.15x.40) A (.15x.40) A 1 ø 3/8" 1 ø 3/8"@ .20,C/ Sup. 1 ø 3/8"@ .20,C/ Inf. 5 1 ø 3/8" 5 5 1 ø 3/8" 5 1 ø 3/8" 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 1 ø 3/8" 1 ø 3/8" øs Escalera E-1 Ver Detalle øs Escalera E-1 Ver Detalle øs Escalera E-1 Ver Detalle øs Escalera E-1 Ver Detalle Nace Columa (.25x.25) 4 ø 5/8" ø 3/8", 1@ .05, 5@.10 Rto. @.20 de c/ext. Nace Columa (.25x.25) 4 ø 5/8" ø 3/8", 1@ .05, 5@.10 Rto. @.20 de c/ext. B B (.15x.17) (.15x.17) B B (.15x.17) (.15x.17) B B (.15x.17) (.15x.17) B B (.15x.17) (.15x.17) C4 C4 C10 C4 C4 C4 C4 C4 C5 C1 C3 C2 C2 C2 C2 C2 C2 C2 C2 C3 C3 C1 C1 C1 C1 C1 C1 C1 C1 C1 PLACA P1 C2 C1 C1 C2 C9 C9 C4 C4 C10 C4 C4 C4 C4 C4 C5 C1 C3 C2 C2 C2 C2 C2 C2 C2 C2 C3 C3 C1 C1 C1 C1 C1 C1 C1 C1 C1 PLACA P1 C2 C1 C1 C2 C9 C9 C4 C4 C10 C4 C4 C4 C4 C4 C5 C1 C3 C2 C2 C2 C2 C2 C2 C2 C2 C3 C3 C1 C1 C1 C1 C1 C1 C1 C1 C1 PLACA P1 C2 C1 C1 C2 C9 C9 C4 C4 C10 C4 C4 C4 C4 C4 C5 C1 C3 C2 C2 C2 C2 C2 C2 C2 C2 C3 C3 C1 C1 C1 C1 C1 C1 C1 C1 C1 PLACA P1 C2 C1 C1 C2 C9 C9 Nace Columa (.25x.25) 4 ø 5/8" ø 3/8", 1@ .05, 5@.10 Rto. @.20 de c/ext. S/C=200 Kg/m2 H = 0.17m S/C=200 Kg/m2 H = 0.17m S/C=200 Kg/m2 H = 0.17m S/C=200 Kg/m2 H = 0.17m 5 ø 3/8" @.30 ø 3/8" @.30 ø 1/2"@ .15,C/ Sup. ø 1/2"@ .15,C/ Inf. ø 1/2"@ .15,C/ Sup. ø 1/2"@ .15,C/ Inf. A 5 ø 1/2"@ .25,C/ Sup. ø 1/2"@ .25,C/ Inf. 5 ø 3/8"@ .20,C/ Sup. ø 3/8"@ .20,C/ Inf. 5 5 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 1 ø 3/8"@ .20, Sup. 1 ø 3/8"@ .20, Inf. 5 ø 3/8" @.30 5 ø 3/8" @.30 ø 3/8" @.30 ø 1/2"@ .15,C/ Sup. ø 1/2"@ .15,C/ Inf. ø 1/2"@ .15,C/ Sup. ø 1/2"@ .15,C/ Inf. A ø 1/2"@ .25,C/ Sup. ø 1/2"@ .25,C/ Inf. 5 ø 3/8""@ .20,C/ Sup. ø 3/8""@ .20,C/ Inf. 5 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 1 ø 3/8"@ .20, Sup. 1 ø 3/8"@ .20, Inf. ø 3/8" @.30 5 ø 3/8" @.30 ø 3/8" @.30 ø 1/2"@ .15,C/ Sup. ø 1/2"@ .15,C/ Inf. ø 1/2"@ .15,C/ Sup. ø 1/2"@ .15,C/ Inf. A ø 1/2"@ .25,C/ Sup. ø 1/2"@ .25,C/ Inf. 5 ø 3/8"@ .20,C/ Sup. ø 3/8"@ .20,C/ Inf. 5 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 1 ø 3/8"@ .20, Sup. 1 ø 3/8"@ .20, Inf. ø 3/8" @.30 5 ø 3/8" @.30 ø 3/8" @.30 ø 1/2"@ .15,C/ Sup. ø 1/2"@ .15,C/ Inf. A ø 1/2"@ .25,C/ Sup. ø 1/2"@ .25,C/ Inf. 5 ø 3/8""@ .20,C/ Sup. ø 3/8""@ .20,C/ Inf. 5 5 5 5 5 5 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 7 8 7 3 7 8 6 5 4 9 5 5 5 CORTE : 1 - 1 5 5 5 CORTE : 2 - 2 5 5 5 CORTE : 3 - 3 5 5 5 CORTE : 4 - 4 5 5 5 CORTE : 5 - 5 5 5 5 CORTE : 6 - 6 5 5 5 CORTE : 7 - 7 5 5 5 CORTE : 8 - 8 5 5 5 CORTE : 9 - 9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA V-101=V-201=V-301 (0.25 x 0.50) VIGA V-102=V-202=V-302=V402=V-502=V-602 (0.25 x 0.50) VIGA V-103=V-203=V-303=V403=V-503=V-603 (0.25 x 0.50) VIGA V-104=V-204=V-304=V404=V-504=V-604 (0.25 x 0.50) VIGA V-106=V-206=V-306=V406=V-506 (0.25 x 0.50) VIGA V-107=V-207=V-307 (0.25 x 0.50) VIGA V-108=V-208=V-308=V408=V-508 (0.25 x 0.50) VIGA V-109=V-209=V-309=V409=V-509=609 (0.25 x 0.50) VIGA V-105=V-205=V-305=V405=V-505=V-605 (0.25 x 0.50) 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 1 5 0.30 (tipico) 5 5 5 5 5 5 5 5 5 0.30 (tipico) 5 5 5 5 5 5 5 5 5 5 5 0.30 (tipico) 5 5 5 5 5 3 ø 5/8" + 1 ø 1/2" 3 ø 5/8" + 1 ø 1/2" 2 ø 5/8" 2 ø 5/8" + 1 ø 1/2" 2 ø 5/8" + 1 ø 1/2" 2 ø 5/8" 2 ø 5/8" 2 ø 5/8" + 2 ø 1/2" 2 ø 5/8" + 2 ø 1/2" 3 ø 5/8" 2 ø 5/8" 2 ø 5/8" 3 ø 5/8" 2 ø 5/8" 2 ø 5/8" + 2 ø 1/2" 2 ø 5/8" + 2 ø 1/2" 1 ø 5/8" 3 ø 5/8" 3 ø 5/8" 2 ø 5/8" 3 ø 5/8" 4 ø 5/8" 4 ø 5/8" 3 ø 5/8" s ø 3/8" 1@ .05, 7@ .10, 3@ .15, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, 5@ .10, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, 5@ .10, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, 5@ .10, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, 7@ .10, 3@ .15, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, 5@ .10, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, 5@ .10, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, Rto.@ .10 s ø 3/8" @ .10 s ø 3/8" 1@ .05, 7@ .10, 3@ .15, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, 5@ .10, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, 7@ .10, Rto.@ .25, de C/Extr. s ø 3/8" @ .10 5 5 5 5 5 5 5 5 5 5 s ø 3/8" 1@ .05, 7@ .10, Rto.@ .25, de C/Extr. s ø 3/8" @ .20 s ø 3/8" 1@ .05, 7@ .10, 3@ .15, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, Rto.@ .10 4 ø 5/8" 4 ø 5/8" 2 ø 5/8" 1 ø 5/8" 3 ø 5/8" 2 ø 5/8" 3 ø 5/8" 2 ø 5/8" 2 ø 5/8" 5 5 5 5 3 ø 5/8" 2 ø 5/8" 2 ø 5/8" 3 ø 5/8" 2 ø 5/8" 5 s ø 3/8" 1@ .05, 7@ .10, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, 7@ .10, Rto.@ .25, de C/Extr. 4 ø 5/8" 4 ø 5/8" V-111 ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. 4 ø 5/8" + 2 ø 1/2" 5 5 5 (.25 x .40) 2 ø 1/2" V-112 ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. 4 ø 5/8" + 2 ø 1/2" 5 5 (.25 x .40) 5 corridos doblan extr .30 Horiz. V-113 ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. 4 ø 5/8" 5 5 5 (.15 x .40) corridos doblan extr .30 Horiz. Corte - A ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. 4 ø 1/2" 5 5 5 (.15 x .40) corridos doblan extr .30 Horiz. 5 5 ø 1/4" @ .20 4 ø 3/8" Corte - B (.15 x .17) 5 5 3 ø 5/8" 3 ø 5/8" V-114 ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. (.30 x .17) 5 5 5 5 5 5 5 4 ø 3/4" 4 ø 3/4" s ø 3/8" @ .10 s ø 3/8" 1@ .05, Rto.@ .10 s ø 3/8" @ .10 (.30 x .17) V-114 (.25 x .40) V-112 (.15 x .40) V-113 VIGA V-115 (0.40 x 0.17) 5 5 4 ø 3/4" 4 ø 3/4" 5 5 5 5 5 5 5 3 ø 5/8" 3 ø 5/8" 1 ø 5/8" 3 ø 5/8" 3 ø 5/8" 2 ø 5/8" s ø 3/8" 1@ .05, 7@ .10, 3@ .15, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, 5@ .10, Rto.@ .25, de C/Extr. s ø 3/8" @ .10 5 5 5 5 5 5 2 ø 5/8" 3 ø 5/8" 4 ø 5/8" 4 ø 5/8" 3 ø 5/8" s ø 3/8" 1@ .05, 7@ .10, 3@ .15, Rto.@ .25, de C/Extr. 5 5 5 CORTE : 10 - 10 5 5 5 VIGA V-110=V-210=V-310=V410 (0.25 x 0.50) 5 5 5 5 5 5 3 ø 5/8" 3 ø 5/8" 2 ø 5/8" 1 ø 5/8" 1 ø 5/8" 5 5 5 2 ø 5/8" 2 ø 5/8" 2 ø 5/8" 2 ø 5/8" 2 ø 5/8" 5 5 5 5 CORTE : 1 - 1 5 5 5 5 5 5 3 ø 5/8" 3 ø 5/8" 2 ø 5/8" 2 ø 5/8" 2 ø 5/8" 5 s ø 3/8" 1@ .05, 7@ .10, 3@ .15, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, 7@ .10, 3@ .15, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, 7@ .10, 3@ .15, Rto.@ .25, de C/Extr. VS - 1 (.25 x .40) 1 1 5 5 ø 3/8" @ .20 4 ø 1/2" corridos doblan extr .30 Horiz. VS - 2 (.25 x .17) 5 5 ø 3/8" @ .20 4 ø 1/2" corridos doblan extr .30 Horiz. VS - 3 (.15 x .17) 5 .15 ó .25 ø's Indicados ø's Indicados DETALLE TIPICO DE REMATE DE MURO DE CONTENCION 5 5 4 ø 5/8" 4 ø 5/8" Corte - B ø 3/8" 1@ .05, 7@ .10 Rto.@ .25, de C/Extr. (.40 x .17) Voladizo: ø 3/8" 1@ .05, Rto.@ .10 5 5 4 ø 1/2" ø 1/4" 1@ .05, 7@ .10 Rto.@ .25, de C/Extr. Corte - A (.15 x .17) 5 5 4 ø 5/8" 4 ø 5/8" VS - 4 ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. (.25 x .40) 5 5 5 ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. 6 ø 1/2" corridos doblan extr .30 Horiz. VS - 5 (.25 x .17) 5 5 ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. 6 ø 5/8" corridos doblan extr .30 Horiz. VS - 8 (.25 x .17) 5 2 ø 5/8" 2 ø 5/8" VS - 7 ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. (.15 x .50) 5 2 ø 3/8" 5 5 VIGA V- 702 (0.25 x 0.50) 5 5 5 5 5 4 ø 3/4" 2 ø 3/4" 2 ø 3/4" 4 ø 3/4" 2 ø 3/4" s ø 3/8" 1@ .05, 8@ .10, 4@ .15, Rto.@ .25, de C/Extr. 5 5 5 CORTE : 11 - 11 5 5 5 VIGA V- 701 (0.25 x 0.50) 5 5 5 5 5 3 ø 3/4" 2 ø 3/4" 2 ø 3/4" 3 ø 3/4" 2 ø 3/4" s ø 3/8" 1@ .05, 7@ .10, 4@ .15, Rto.@ .20, de C/Extr. 5 5 ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. 4 ø 5/8" corridos doblan extr .30 Horiz. Corte - D (.30 x .12) 5 5 ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. 4 ø 5/8" corridos doblan extr .30 Horiz. Corte - E (.30 x .12) s ø 3/8" @ .20 5 11 11 5 5 CORTE : 12 - 12 5 12 12 5 5 5 s ø 3/8" 1@ .05, Rto.@ .10. VS - 6 (.25 x .50) 5 5 5 5 4 ø 5/8" 3 ø 5/8" 5 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 5 5 5 5 5 5 6 ø 5/8" ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. Corte - B corridos doblan extr .30 Horiz. 5 ø 3/8" @.25 5 5 5 Corte - Z V-701 5 C/capa ø 3/8" @.25 C/capa doblan extr. .30 Horiz. ø 3/8" @.25 C/capa ø 3/8" @.25 C/capa doblan extr. .30 Horiz. s ø 3/8" 1@ .05, Rto.@ .10 s ø 3/8" 1@ .05, Rto.@ .10 s ø 3/8" 1@ .05, Rto.@ .10 s ø 3/8" @ .10 s ø 3/8" 1@ .05, Rto.@ .10 s ø 3/8" 1@ .05, Rto.@ .10 s ø 3/8" 1@ .05, Rto.@ .10 s ø 3/8" 1@ .05, Rto.@ .10 0.60 X 0.60 INSPECCION TAPA DE SANITARIA 5 5 2 d 1/2" 2 d 1/2" 2 d 1/2" ø 3/8"@ .25 ø 3/8"@ .25 5 5 5 5 5 5 5 5 5 5 DETALLE DE VIGAS ESCALA: 1/25 5 PLANTA DE TANQUE ELEVADO NFP=-0.05 4 ø 5/8" 4 ø 5/8" 4 ø 1/2" 5 f'c=175Kg/cm2 5 5 5 ESCALA 1/25 DETALLE DE ANCLAJE ZAPATA 5 5 Rto.@ .25, de C/Extr. s; ø3/8",1@0.05, 7@0.10, e=4cm Recubrimiento N.F.P.- 0.05 NFFZ -2.55 øs Indicados en planta 5 t 5 5 Dimensiones indicadas en Planta CENTRAL DE COLUMNA Y ZAPATA 5 5 5 5 5 5 ø3/8"@.30 C/CAPA NFP=-2.00 NFP=-1.40 DIMENCION INDICADA 4 ø 1/2" 3 ø 5/8" 3 ø 5/8" 5 Corte K (.25X.70) ø 3/8"; @.25 ø 3/8"; @.25 3 ø 5/8" 3 ø 5/8" 2 ø 1/2" 2 ø 1/2" f'c=210Kg/cm2 de la zapata f'c=100Kg/cm2 + 30% P.G. Ó VC-4 (.25X.70) C C NFC=-2.00 f'c=100Kg/cm2 + 30% P.G. C C NFP=-0.05 4 ø 5/8" 4 ø 5/8" 4 ø 1/2" 5 f'c=175Kg/cm2 5 5 5 5 5 5 ø3/8"@.30 C/CAPA NFP=-2.00 0.80 f'c=100Kg/cm2 + 30% P.G. CORTE: C- C VC-4 (.25 x .70) k k 5 Nace ø Escalera E-5 5 Nace ø Escalera E-4 5 Nace ø Escalera E-4 Nace øs Escalera E-6 e = 0.17m Losa Maciza 5 V-416 ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. 6 ø 5/8" 5 5 (.25 x .17) corridos doblan extr .30 Horiz. 5 5 5 CORTE : 13 - 13 5 5 VIGA V - 507 (0.25 x 0.50) 5 5 3 ø 5/8" 3 ø 5/8" 2 ø 5/8" s ø 3/8" 1@ .05, Rto.@ .10 s ø 3/8" 1@ .05, 5@ .10, Rto.@ .25, de C/Extr. s ø 3/8" @ .10 13 13 5 5 5 5 5 2 ø 5/8" 14 14 5 5 5 CORTE : 14 - 14 5 5 5 2 ø 1/2" V-612 ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. 4 ø 5/8" + 2 ø 1/2" (.25 x .40) 5 ø 3/8"@ .20,C/ Sup. ø 3/8"@ .20,C/ Inf. ZAPATAS ..................................................................................: 7.5cm - MUROS DE CONCRETO.........................................: f'c= 210 Kg/cm2 - VARILLAS ACERO GRADO 60 ASTM A-615.........................................................: fy=4,200Kg/cm2 E S P E C I F I C A C I O N E S T E C N I C A S 3.-RECUBRIMIENTOS: 2.-ACERO DE REFUERZO: - ZAPATAS EN GENERAL ...................................................................... - PLACAS, COLUMNAS, VIGAS y LOSAS................: f'c= 210 Kg/cm2 MUROS EN CONTACTO CONTERRENO.........................................: 4.0cm COLUMNAS, PLACAS Y VIGAS....................................................: 4.0cm LOSAS.........................................................................................: 2.0cm * TIPO DE CIMENTACION: CIMIENTACION CORRIDA ARMADA Y ZAPATAS 5.-CIMENTACION: CONECTADAS CON VIGAS DE CIMENTACION EN AMBAS DIRECCIONES * ESTRATO DE APOYO : SUELO (SC) ARENA ARCILLOSA AZOTEA......................................................................150Kg/m2 6.-SOBRECARGAS: SOTAN0,1º,2º,3º,4º,5º,6º PISO..................................200Kg/m2 Z= 0.4, u= 1.0, S= 1.20, C=2.5, Tp= 0.6eg, Rx =8.00 (REGULAR) * DESPLAZAMIENTOS MAXIMOS: * SISTEMA ESTRUCTURAL XX = APORTICADO 7.-CONSIDERACIONES SISMORESISTENTES: YY = APORTICADO * PARAMETROS DE FUERZA SISMICA . AZOTEA XX = 4.22cm YY = 6.32 cm . RELATIVOS DE ENTREPISOS XX=0.42cm YY=0.64cm . Nº DE PISOS: 06 + SEMISOTANO 4.-ALBAÑILERIA: Y X Y VIGAS DE CIMENTACION.........................................: f'c= 210 Kg/cm2 ESCALERAS.................................................................................: 2.0cm PROFUNDIDAD: ZAPATAS CUADRADAS Y RECTANGULARES..........................df = -2.00 Y -2.55 CIMIENTOS CORRIDOS ...........................................................df = -1.80 * PARAMETROS DE DISEÑO PARA LA CIMENTACION: PRESION ADMISIBLE: PARA CIMIENTOS CUADRADOS.................................... t = 1.286Kg/cm2 PARA CIMIENTOS CORRIDOS........................................ t = 1.094Kg/cm2 ASENTAMIENTO TOTAL TOLERABLE................................................ 2.374cm TIPO DE SUELO: FLEXIBLE DOSIFICACION: SC PERIODO DE VIBRACION: 0.60Seg. EL SUELO POSEE EVIDENCIA DE MODERADA CANTIDAD DE SALES SOLUBLES * AGRESIVIDAD DEL SUELO: TOTALES (SST=11,000 PPM), AGRESIVIDAD MODERADA POR SER MENOR QUE 1,500 PPM. SE RECOMIENDA UTILIZAR CEMENTO PORTLAND TIPO MS O TIPO V * RECOMENDACIONES: TODO LO REFERENTE A VACIADO DE CIMENTACIONES 1.-CONCRETO ARMADO: VIGAS DE CIMENTACION ...........................................................: 5.0cm Ry =8.00 (REGULAR) * MUROS DE CERRAMIENTO PERIMETRAL: SE USARA LADRILLO CERAMICO * EL MORTERO DE ASIENTO SERA 1:4 Y SE COLOCARA 2 ALAMBRES # 8 CADA 3 HILADAS, SEGUN INDICACIONES DE REFUERZO HORIZONTAL DE MUROS. DE 18 ALVEOLOS TIPO IV. * MUROS NTERIORES O DIVISORIOS SE USARA LADRILLO CERAMICO ALVEOLAR TIPO PANDERETA CONFINADO POR COLUMNETAS DE AMARRE. Rx =600 (IRREGULAR) Ry =6.00 (IRREGULAR) 2 ø 5/8" 2 ø 5/8" 5 5 5 CORTE : 7 - 7 5 5 5 V407 (0.25 x 0.50) 5 5 5 5 5 5 5 5 5 5 3 ø 5/8" 4 ø 3/4" 2 ø 3/4" 3 ø 5/8" 3 ø 3/4" 2 ø 3/4" s ø 3/8" 1@ .05, 7@ .10, 3@ .15, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, 5@ .10, Rto.@ .25, de C/Extr. s ø 3/8" @ .10 7 7 5 5 5 5 nace col. (.25x.25) 4 ø 5/8" s ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. 5 5 5 CORTE : 1 - 1 5 5 5 5 5 5 5 5 5 V401 (0.25 x 0.50) 5 5 5 5 5 5 5 5 5 5 1 1 5 0.30 (tipico) 5 3 ø 5/8" + 1 ø 1/2" 3 ø 5/8" + 1 ø 1/2" 3 ø 3/4" 2 ø 5/8" + 1 ø 1/2" 2 ø 5/8" + 1 ø 1/2" 3 ø 3/4" 2 ø 5/8" 2 ø 5/8" s ø 3/8" 1@ .05, 7@ .10, 3@ .15, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, 5@ .10, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, 5@ .10, Rto.@ .25, de C/Extr. s ø 3/8" 1@ .05, 5@ .10, Rto.@ .25, de C/Extr. 5 5 nace col. (.25x.25) 4 ø 5/8" s ø 3/8" 1@ .05, 5@ .10 Rto.@ .25, de C/Extr. 5 5 5 5 5 CORTE : 6 - 6 5 5 V606 (0.25 x 0.50) 5 5 5 s ø 3/8" 1@ .05, 7@ .10, Rto.@ .25, de C/Extr. 4 ø 3/4" 4 ø 3/4" 6 6 s ø 3/8" 1@ .05, Rto.@ .10 s ø 3/8" 1@ .05, Rto.@ .10 5 5 nace col. (.25x.25) 4 ø 1/2" s ø 3/8" 1@ .05, 5@ .10 Rto.@ .20, de C/Extr. 5 5 5 5 5 CORTE : 8 - 8 5 5 5 V608 (0.25 x 0.50) 5 5 5 5 5 5 5 5 5 2 ø 5/8" 4 ø 3/4" 4 ø 5/8" 4 ø 5/8" 4 ø 3/4" s ø 3/8" 1@ .05, 10@ .10, 3@ .15, Rto.@ .25, de C/Extr. 8 8 s ø 3/8" 1@ .05, Rto.@ .10 s ø 3/8" 1@ .05, Rto.@ .10 5 5 5 5 5 5 nace col. (.25x.25) 4 ø 1/2" s ø 3/8" 1@ .05, 5@ .10 Rto.@ .20, de C/Extr. 5 5 2 ø 5/8" 2 ø 5/8" nace col. (.25x.25) 4 ø 1/2" s ø 3/8" 1@ .05, 5@ .10 Rto.@ .20, de C/Extr. DE ACUERDO A LA EXPLORACION REALIZADA POR EL LABORATORIO GEOTECNICO Y ENSAYO DE MATERIALES EFECTUADO, SE CONCLUYE LO SIGUIENTE: - EL LUGAR DE ESTUDIO SE UBICA EN MZ "Z- 2" LOTE 19 - URB. SANTA EDELMIRA DISTRITO DE VICTOR LARCO HERRERA , PROVINCIA DE TRUJILLO, DEPARTAMENTO DE LA LIBERTAD ARENA ARCILLOSA S (SC), DE ESTADO DECOMPACIDAD MEDIA A UNA PROFUNDIDAD DE CIMENTACION MINIMA DE Df= 1.80 m. , PARA CIMIENTOS CORRIDOS Y Df= 2.00 m.,PARA CIMIENTOS CUADRADOS , CON RESPECTO A LA SUPERFICIE ACTUAL DEL TERRENO APOYANDOSE SIEMPRE EN EL TERRENO NATURAL. RESUMEN DE CONCLUSIONES Y CONSIDERACIONES DE CIMENTACION: - EN BASE A LOS TRABAJOS DE CAMPO, ENSAYOS DE LABORATORIO, PERFILES Y REGISTROS ESTRATIGRAFICOS Y CARACTERISTICAS DE LAS ESTRUCTURAS, SE RECOMIENDA CIMENTAR ENLA CIMIENTOS CUADRADO. - LA CAPACIDAD PORTANTE ADMISIBLE DEL TERRENO A LAS PROFUNDIDADES DE CIMENTACION MINIMA INDICADAS ES DE1.094 Kg/cm2 PARA CIMIENTOS CORRIDOS Y 1.286 Kg/cm2 PARA - EL ASENTAMIENTO TOTAL ES DE APROXIMADAMENTE 2.374 cm, QUE ES MENOR DE 1"(2.54cm) RECOMENDADO PARA ESTE TIPO DE ESTRUCTURAS, POR LO TANTO NO SE PRESENTARAN PROBLEMAS POR ASENTANIENTO. - DE ACUERDO A LA NUEVA NORMA TECNICA DE DIFICACION E-030 DISEÑO SISMORESISTENTE Y EL PREDOMINIO DEL SUELO DE LA CIMENTACION, SE RECOMIENDA ADOPTAR, EN EL ANALISIS SISMO-RESISTEMTE DE LAS EDIFICACIONES , LOS SIGUIENTES PARAMETROS: FACTOR DE ZONA...................................................................................................................................... Z = 0.40 FACTOR DE AMPLIFIACION DE SUELO.................................................................................................... S = 1.2 PERIODO QUE DEFINE LA PLATAFORMA DEL ESPECTRO................................................................. Tp = 0.60" - EL SUBSUELO DE ACTIVIDAD DE CIMENTACION NO ESTA SUJETA A SOCAVACIONES NI DESLIZAMIENTOS ASI COMO NO SE HA ENCONTRADO EVIDENCIAS DE HUNDIMIENTOS NI LEVANTAMIENTOS EN EL TERRENO ASI MISMO LA GEODINAMICA EXTERNA EN EL AREA DE ESTUDIO NO PRESENTA EN LA ACTUALIDAD RIESGO ALGUNO COMO POSIBLES ALUVIONES, HUAYCOS, DESLIZAMIENTOS DE MASAS DE TIERRA, - EN LA ZONA DEL PROYECTO NO SE PUEDE NOTAR LA PRESENCIA DEL NIVEL FREATICO (NAF) A LA PROFUNDIDAD DE 3.00 m. CON RESPECTO A LA SUPERFICIE NATURAL DEL TERRENO. - LOS ENSAYOS DE ANALISIS QUIMICOS INDICAN LO SIGUIENTE: LA PRESENCIA DE SALES SOLUBLES TOTALES ES DE 11,000.00 p.p.m. MENOR QUE 15,000.00 p.p.m., INDICA QUE NO OCASIONARA PROBLEMAS DE PERDIDA DE RESISTENCIA MECANICA POR PROBLEMAS DE LIXIVIACION (LAVADO DE SALES). SE CONCLUYE QUE EL ESTRATO DE SUELO QUE FORMA PARTE DEL CONTORNO DONDE IRA DESPLANTADA LA CIMENTACION CONTIENE CONCENTRACIONES MODERADOS DE SULFATOS, DE SALES SOLUBLES TOTALES Y CLORUROS, QUE PODRIAN ATACAR AL CONCRETO Y LA ARMADURA DE LA CIMENTACION . POR LO TANTOSE RECOMIENDA EL RECUBRIMIENTO DE LAS VARILLAS "SL DE INGENIERIA EIRL" POR EL INGº ENRIQUE LUJAN SILVA, CON REGISTRO DEL C.I.P Nº 5446, Y AL ANALISIS INUNDACIONES, ETC. - EN EL PERFIL ESTRATIGRAFICO DEL SUELO, SE NOTA PRESENCIA DE MATERIAL DE RELLENO EN ESTADO SUELTO CONFORMADO POR MATERIAL AGRICOLA Y BASURA, SUGERIMOS ELIMINAR DICHO MATERIAL Y REEMPLAZARLO POR UN MATERIAL MAS ESTABLE QUE PUEDE SER AFIRMADO COMPACTADO EN CAPAS DE 20 a 30 cm. PARA EL CASO QUE SE NOTARA LA PRESENCIA DEL NIVEL FREATICO NAF, SE RECOMIENDA DISEÑAR UN SISTEMA DE DRENAJE SUBTERRANEO PARA PODER EVACUAR EL AGUA DE FILTRACION Y ASI FACILITAR EL PROCESO CONSTRUCTIVO DE LAS CIMENTACIONES. DE ACERO SERA MAYOR QUE EL COMUNMENTE UTILIZADO Y EL CEMENTO A USAR SERA EL TIPO MS O TIPO V. SUPERFICIAL , TAL COMO CIMENTACION CORRIDA ARMADA O ZAPATAS CONECTADAS CON VIGAS DE CIMENTACION EN AMBAS DIRRECIONES. - DADA LA NATURALEZA DEL TERRENO A CIMENTAR (AREA = 376.93 M2) Y LAS MAGNITUDES POSIBLES DE LAS CARGAS TRANSMITIDAS (6 PISOS + SEMISOTANO) , SE RECOMIENDA UTILIZAR UNA CIMENTACION - PARA LA ZONA DE ESTUDIO SE PUEDE NOTAR LOS SIGUIENTES PARAMETROS DINAMICOS DEL SUELO DE CIMENTACION: MODULO DE POISSON (U) = 0.25 MODULO DE ELASTICIDAD (E) = 200.00 Kg/ CM2 MODULO DE CORTE (G) = 80.00 Kg/ CM2 NOTA.- ALTERNAR LOS EMPALMES EN DIFERENTES PISOS EMPALME DE REFUERZO HORIZONTAL EN PLACAS Y MUROS NOTA: (a).- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN UNA MISMA SECCION EMPALME DE ARMADURA DE VIGAS VALORES DE a ( mts ) REFUERZO INFERIOR L/3 T= ESPESOR DE LA PLACA EN COLUMNAS Y PLACAS EMPALME DE REFUERZO VERTICAL T ENTREGA DE d DE LOSAS .15 .02 3/4" 1" 1.15 5/8" 1/2" 3/8" d .65 .50 .40 .40 DETALLE DE GANCHO ESTANDAR .30 .25 1" 3/4" L/4 L/4 a L/3 a .70 1.25 .80 .50 .40 L(m) L L .05 .20 .15 .12 1/2" 5/8" 3/8" L(m) d Le EN CORTES DE ENCOFRADO L 5/8" 3/4" 1" 3/8" 1/2" d ANCLAJE HORIZONTAL DE REFUERZO Le(m) REFUERZO SUPERIOR 1.60 .90 .70 .60 .55 L/4 L/4 H L/3 5/8" 1/2" .70 .45 1.00(Mínimo) Le 3/8" .40 d Y EMPALMAR COMO MAXIMO 50% DEL REFUERZO ANCLAJE DE REFUERZO HORIZONTAL, PLACAS Y MUROS DE CONCRETO .10(Típico) .20 .20 .20 .20 s/cuadro EN COLUMNAS CONCENTRACION DE ESTRIBOS s/cuadro Resto REMATE DE COLUMNAS Resto 7 @10 H/6 H 2H/3 Le H/6 Le 1" 1.15 1/2" 3/4" 5/8" .55 .65 .45 3/8" d Le(m) .40 1@.05 1@.05 7 @10 1@.05 .30 @.15 .30 Resto s/cuadro @.15 L 3/8" .45 5/8" .80 3/4" 1.00 1/2" .60 1" 1.50 L(m) d 7.5 cm. ó mas DETALLE CAMBIO DE SECCION EN COLUMNAS Pendiente máxima 1:6 Y COLOCACION DE FIERRO SUPERIOR ADICIONAL .85 3/4" 5/8" 50% DE LAS BARRAS. NOTA.- EMPALMAR COMO MAXIMO L .65 1" 1.45 LONGITUD DE EMPALME (L) EMPALME DE REFUERZO VERTICAL EN COLUMNAS Y PLACAS d DE COLUMNA,PLACA ó VIGA DETALLE DE PAQUETE DE VARILLAS (TIPICO) a(cm.) r(cm.) ESPECIFICADO DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS r 45° a 45° ESPECIFICADO 1.3 2.5 2.0 d 1/2" 3/8" 1/4" 6.5 12.5 10.0 * SE EMPALMARA SOLO UNA BARRA DE CADA PAQUETE MONTAJE, AMARRANDO LAS VARILLAS CON ALAMBRE PUNTOS DE TRASLAPE NO SERA MENOR QUE 1.50m. NUMERO 16, CADA 30cms. EN CADA PUNTO CON LA LONGITUD DE TRASLAPE INDICADA PARA COLUMNAS, LA SEPARACION ENTRE * LOS PAQUETES SERAN ENSAMBLADOS ANTES DEL PROCEDIMIENTO t .60 Losa h ANCLAJE DE FIERROS QUE NO CONTINUAN t .60 Losa h EMPALME DE MALLAS Ó FIERROS EN MUROS t Losa h ARRANQUE DE MUROS 1d8mm DETALLES PARA VIGAS DETALLES PARA LOSAS DETALLES PARA COLUMNAS DETALLES PARA PLACAS y/o MUROS DELGADOS EMPALMES EN MUROS DELGADOS columnas columnas columnas .60 N.F.Z. VER PLANTA ESPECIFICADO RECUBRIMIENTO L L VAR @.10 1@.05 VER CUADRO Resto S/Cuadro N.F.P. .10 Detalle de Zapata <> (típico) t 0.13 0.13 5 5 0.17 t h Detalle de arranque de columneta Viga chata Columneta Columneta a a b b b-b a-a viga chata Columneta Planta losa losa viga chata o viga tabique tabique b Ver d Columneta Ver d Columneta 0.13 0.17 Columneta b-b Ver d Columneta Viga Losa Losa b Losa Losa o viga COLUMNAS 3/4" .30 .25 1" L(m) .20 .15 d 5/8" 1/2" 3/4" .80 3 @15 7 @10 3 @15 3 @15 \A1;Colocar 4 ø 3/8" t h CASO 1 \A1;Colocar 4 ø 3/8" t h CASO 2 DETALLES DE REFUERZO DE NUDO 5 5 ø 1/4" @ .20 4 ø 3/8" CORTE: Y EN AZOTEA 1 2 3 Losa Masiza h=0.17m 4 5 6 5 10 9 8 7 6 4 5 6 7 5 B B B B B B B B Muro M-6 M-6 NFP -0.05 NFP -0.05 (.25 x .70) (.25 x .70) Niv. + 0.87 Niv. + 0.87 Niv. + 0.87 Niv. + 0.87 Muro M-4 Muro M-1 Relleno con Mat. Suelto o Tecknoport 5 5 N.F.P.- 0.05 5 5 6 ø 3/8" 4 ø 3/8" Niv. Losa - 1.55 Base Tipo Cuña todo el Perimetro VS-2 VS-2 Viga Ver Corte: b NIV. LOSA + 0.87 1 ø 1/2", Arriba y Abajo 1 ø 3/8", Arriba y Abajo 1 ø 3/8", Arriba y Abajo 1 ø 3/8", Arriba y Abajo 5 5 5 5 5 5 1 ø 3/8", Arriba y Abajo 1 ø 1/2", Arriba y Abajo 1 ø 3/8", Arriba y Abajo V-211 V-211 1 ø 3/8", Arriba y Abajo 1 ø 3/8", Arriba y Abajo 5 5 5 5 1 ø 3/8", Arriba y Abajo 1 ø 3/8", Arriba y Abajo 5 5 5 5 1 ø 3/8", Arriba y Abajo 1 ø 3/8", Arriba y Abajo 5 5 5 5 1 ø 1/2", Arriba y Abajo 1 ø 1/2", Arriba y Abajo 1 ø 1/2", Arriba y Abajo V-308 V-306 V-311 V-311 V-111 V-111 PLAYA DE MANIOBRAS 5 NFZ -2.00 f'c=100Kg/cm2 + 30% P.G. 5 5 NFZ=-2.55 NFZ=-2.55 NFFZ=-2.55 NFZ=-2.55 NFFZ=-2.55 NFFZ=-2.55 NFFZ=-2.55 NFZ=-2.55 NFFZ=-2.55 NFFZ=-2.55 NFFZ=-2.55 NFFZ=-2.55 - FALSAS ZAPATAS............................: f'c= 100 Kg/cm2 + 30% P.G.

Language	Spanish
Drawing Type	Detail
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	A/C, Garden / Park, Elevator
Tags	apartment, autocad, building, condo, construction, DETAIL, details, drawings, DWG, eigenverantwortung, Family, foundations, general, group home, grup, levels, lightened, mehrfamilien, multi, multifamily housing, ownership, partnerschaft, partnership, structural, structures