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Stairs DWG Detail for AutoCAD

Module slabs stairs with apartments, some general details

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

Handrail, variable, variable, Mr, B., variable, Floor plant, Detail in elevation of stairs, Esc., column, column, beam, beam, Detail of slab type copresa, unscaled, Cross section slab of mezzanine, Slab panel, joist, Concrete in situ, block, Structure, ace., elevator, see detail, Slab detail, Concrete block, Joist, Copress, Concrete slab, In a.s., Box of slab staves, Concrete cast, Cut cross section of slab, joist, Exterior, Of beam support in beam, Overlap solution detail, Lv ll le, Lv total length of joist., Ll free light between edges of bearing beams., Le embedding length, Lbe, Lbi, Detail of cane on end of beams, Intermediate, Of beam support in beam, Overlap solution detail, unscaled, Slab panel, Vault, In both centidos, unscaled, Lbi, Lbe, joist, In situ, Diameter cms., Vault, beam, beam, beam, To plane, Typical sill detail, scale, Use in windows, galvanized pipe, Square in, Welded rod anchored with epoxy to concrete, Handrail, Galvanized tube with paint synthetic enamel wine color chassis, Landing, Handrail, In galvanized steel pipe fixed to masonry, galvanized pipe, Flat bar, Cement floor, Compacted aashto, Step monolithically cast, With slab ramp, detail, Esc., Typical detail of handrails, Esc., Square in, Galvanized pipe in., Typical connection detail, unscaled, Square in soldier, galvanized pipe, column, column, beam, beam, General notes, Quotas, The dimensions are in except where another system of units is indicated., concrete:, The concrete of the whole structure will be of volumetric weight with a minimum effort of, Of breaking the days., The cement used in the manufacture of the concrete will be type that meets the requirements of the, Specification astm standard for cement astm gu., The aggregates for the concrete must meet the requirements of the astm specification, Standard for aggregates for the, reinforcing steel:, The reinforcing steel will be grade with a minimum effort of creep, A minimum effort of, The reinforcing steel will be grade with a minimum effort of creep, A minimum effort of except where explicitly specified, grade, All rods will be of type except rod no. Must comply with the, Astm specification, Coatings:, The concrete coating on the reinforcing rods will be:, Soles cm, Shoes cm, Column pedestals cm, Columns cm, Beams with width cm, Ribs cm, Dense slabs:, Upper bed cm, Bottom bed cm, Foundation slab:, Upper bed cm, Bottom bed cm, Dense slab with a single mesh: center the mesh in slab overhang, Masonry walls:, All masonry walls will be thick unless otherwise indicated, thickness., The vertical reinforcement will be the one specified in the foundation plan., Unless another explicit reinforcement is indicated on the horizontal plane, it will be:, For the walls of each wicker block., For the walls of each lodge block., The block shall be made of zero-sliding concrete shall comply with the, Specifications astm type astm astm the minimum effort of breaking the, Standard prism shall be in accordance with the astm specification for, Which the average resistance of three blocks should be at least, In the net area., Grout for full of blocks:, Any vertical rod must be completely embedded in grout throughout its height. The grout, Use must comply with the astm specification for, The grout slump should be at least preferably higher, Strength of the grout should be at least in accordance with the, Test procedure astm, Mortar for joint between blocks:, The mortar shall meet the requirements of the specified astm type specification, By volume according to the following table:, Cement for masonry type part, Parts, Water…………………………………………. ……………….. the necessary one for the proper workability, Will be allowed to add water to the mortar once mixed to re-establish its, No mortar with more than hours of initial mixing will be allowed., The mortar cube should have a minimum resistance as per the, Astm specification, Reinforcing overlaps:, In every member of concrete, the maximum of the whole of the, Longitudinal reinforcement in one for joints lengths down, Indicated., Minimum reinforcement overlaps in members of reinforced concrete must comply with the, Table of development lengths for rebar:, In concrete block walls the splices of the vertical horizontal reinforcement will be the, Following:, Overlap rod diameter, Detail of the reinforcement:, see details

Raw text data extracted from CAD file:

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

handrail, variable, variable, Mr, b.r, variable, floor plant, detail in elevation of stairs, Esc., column, column, beam, beam, detail of slab type copresa, unscaled, cross section slab, slab panel, joist, concrete in situ, block, structure, ace., elevator, see detail, slab detail, Concrete block, joist, copress, Concrete slab, in a.s., box of slab canes, Concrete cast, cut cross section of slab, joist, Exterior, of beam support in beam, overlap solution detail, lv ll le, lv total beam length., ll free light between edges of bearing beams., le embedding length, Lbe, lbi, detail of cane on end of beams, Intermediate, of beam support in beam, overlap solution detail, unscaled, slab panel, vault, in both centidos, unscaled, lbi, Lbe, joist, in situ, diameter cms., vault, beam, beam, beam, to plane, typical sill detail, scale, use in windows, galvanized pipe, square in, welded rod anchored with epoxy to concrete, handrail, Galvanized tube with paint synthetic enamel wine color chassis, Landing, handrail, in galvanized steel pipe fixed to masonry, galvanized pipe, Flat bar, Cement floor, compacted aashto, step monolithically cast, with slab ramp, detail, Esc., typical detail of handrails, Esc., square in, Galvanized pipe in., typical connection detail, unscaled, square in soldier, galvanized pipe, column, column, beam, beam, General notes, Quotas, the dimensions are in except where another system of units is indicated., concrete:, the concrete of the whole structure will be of volumetric weight with a minimum effort of, of breaking the days., cement used in the manufacture of concrete will be type that meets the requirements of the, Specification astm standard for cement astm gu., the aggregates for the concrete must meet the requirements of the astm specification, standard for aggregates for the, reinforcing steel:, the reinforcing steel will be grade with a minimum effort of creep, a minimum effort of, the reinforcing steel will be grade with a minimum effort of creep, a minimum effort of except where explicitly specified, grade, all rods will be of type except rod no. must comply with the, astm specification, coatings:, the concrete coating on the reinforcing rods will be:, soles cm, shoes cm, column pedestals cm, columns cm, beams with cm width, ribs cm, dense slabs:, upper bed cm, bottom bed cm, foundation slab:, upper bed cm, bottom bed cm, dense slab with a single mesh: center the mesh on slab jute, masonry walls:, all masonry walls shall be thick unless otherwise indicated, thickness., the vertical reinforcement will be the one specified in the foundation plan., unless another explicit reinforcement is indicated on the horizontal plane, it will be:, for the walls of each square block., for the walls of each lodge block., the block must be factory

Raw text data extracted from CAD file:

Language Spanish
Drawing Type Detail
Category
Additional Screenshots
File Type dwg
Materials Concrete, Masonry, Steel, Other
Measurement Units
Footprint Area
Building Features Elevator
Tags , , , , , , , , , , , , , , , , , , , , , , ,

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