Structural Plano – Details Of Accommodation With Seismic-Resistant Building System DWG Detail for AutoCAD

Structural Plano – Details Of Accommodation With Seismic-Resistant Building System DWG Detail for AutoCAD

Plano Structural – Structural details – Beams – Columns – Foundations – Ladder

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

n.p.t, bedroom, cement floor, bedroom, lower, higher, tipic., scale, plant foundation, foundation, scale, lightened first floor, scale, third floor, lightened, esc., portico, esc., portico, esc., portico, esc., portico, esc., portico, esc., portico, esc., portico, esc., portico, esc., portico, esc., portico, esc., portico, esc., portico, esc., portico, esc., portico, esc., portico, n.t., n.p.t., cut, n.p.t., n.p.t., n.p.t., cut, npt., n.v., cut, npt., npt., cut, n.t., n.p.t., cut, scale, lightened second floor, see distribution of table stirrups, see distribution of table stirrups, column, plant, plant, cut, column, shoe, shoe, filled with compacted material. layered, ntn, nfp, npt, cut, shoe box detail, scale:, sole, filled with compacted material. layered, plant, column, shoe, sole, in the shoes should not include large stones larger, steel, shoe box, kind, section, steel, reinforcement, height, kind, serf, steel, level, rto., column table, rto., rto., cm., in., cm., detail of folds of the, steel, steel in stirrups, scale, Technical specifications, beams structural columns, cm., lightened slabs, steel, rules, iron joints, stairs, steel grade fy, the central third, r. n. c. rules, cm., foundations f’c, clay king clay brick unit, fc, ground, levels, of overloads, simple concrete, reinforced concrete, false floor, overeating, of materials, masonry, stairs, carrying capacity of, prof. of foundation: m., f’c shoes, soles f’c, beams structural columns f’c, lightened f’c slab, mortar, joint cm., fc, stairs, shoes, coatings, cm., rooftop, pg, p.m.ø, rto., npt., beam, stairs detail, scale:, section, beam, stretch ix, beam, beam, stretch vii, stretch viii, arc, hooks, of the, hook, length, for traction rods, lengths of development, values ​​of, steel, in., lower, higher, cm., lower, cm., higher, detail of the location length, of overlap joints for beams, hollow, clay bricks rex, typical cut lightened, scale:, indication, bricks, according, f ° of temperature, esc:, detail of in case of encounters in plant, beam, tipic., beam, stirrups beam, detail of the reinforcement in the, stirrups in the knot, column beam knot, column stirrups, corrugations according to the standard astm, the coatings in beams, masonry columns, db., greater, reinforcing steel, the coatings in beams, structural columns, components, mortar, workforce, masonry unit, Specifications, minimum elongation in cm., bending minimum diameters, reinforcement placement, marketing trainee, stress coatings, dimensions of the coatings:, separation between rods, quality control for masonry, will be qualified in compliance with the following basic requirements, walls built lead in line., vertical horizontal joints completely filled with mortar., thickness of mortar joints mm., masonry units seated with clean surfaces without free water., permissible load resistance, the masonry unit will consist of elements without, with other defects cracking that degrade its durability resistance., the mortar will consist of portland sand cement in the proportion, volumetric, the resistance of the finished wall will have a minimum resistance to the compersion of, The test was carried out by stacking piles of, the minimum spacing between straight individual rods parallel to the outside of an area of ​​generally should be at least cm. not less than the maximum size of the coarse aggregate., steel rods used in the construction of concrete structures will meet the requirements set forth in the articles of the standard for reinforced concrete., the steel will be of degree with an effort in the yield limit of, it should be noted that the rods employed have their surface free of welds any other defect that could adversely affect their mechanical characteristics., prior to the use of the reinforcement, be carefully cleaned so that any other substance capable of reducing the adhesion of the concrete is free of paint. in order to support fixing of the reinforcements in the corresponding places, metal spacer supports of mortar should be used, no pieces of wood or aggregate particles could be used., is understood as covering the free distance between the most protruding point of any reinforcement the outer surface of the concrete, excluding all other finishing materials., hours., days., day for each meter of excess., days., day for each meter of excess., slabs of greater lights, bottom of beams greater than m. of light., slabs h

Raw text data extracted from CAD file:

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\A1;2.25 \A1;1.70 \A1;1.70 \A1;2.25 \A1;2.25 \A1;1.70 \A1;1.70 \A1;2.25 \A1;2.25 \A1;1.70 \A1;1.70 \A1;2.25 \A1;2.25 \A1;1.10 \A1;1.25 \A1;1.10 \A1;1.25 \A1;1.25 \A1;1.10 \A1;1.10 \A1;1.25 \A1;1.25 \A1;1.10 \A1;.90 \A1;.90 \A1;.28 \A1;.17 \A1;.15 \A1;.75 \A1;.15 \A1;.50 \A1;.28 \A1;.17 \A1;.28 \A1;.17 \A1;.80 \A1;.80 \A1;.15 \A1;.28 \A1;.17 \A1;L/4 \A1;L \A1;L/4 \A1;M inferio \A1;L/4 \A1;L/4 \A1;M superior \A1;L/3 \A1;L/3 \A1;L/3 .30 .30 .10 .10 .30 .05 15 .20 0.25-0.30 0.25-0.30 .30 Tipic. 0.25-0.30 0.25-0.30 0.25-0.30 0.25-0.30 .30 Tipic., \A1;3.85 \A1;3.28 \A1;3.71 \A1;1.35 \A1;3.60 \A1;1.35 \A1;3.60 .30 .30 .10 .10 .30 .05 .12 .17 \A1;1.20 \A1;1.20 \A1;.50 \A1;.30 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.50 \A1;.30 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.50 \A1;.30 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.40 \A1;.25 \A1;.20 \A1;.25 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.30 \A1;.50 \A1;.50 \A1;.30 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.50 \A1;.30 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.30 \A1;.50 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.75 \A1;.15 \A1;.20 \A1;.20 \A1;.40 \A1;.10 \A1;.50 \A1;.60 \A1;.40 \A1;.25 \A1;.15 \A1;.50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3.50 5 3.60 ESCALA 1/50 PLANTA CIMENTACION 5 5 5 5 5 5 5 5 5 A B C D E F G H I J K L A B C D E F G H I J K L 1 2 3 4 4 3 2 CIMENTACION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3.50 5 3.60 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA 1/50 ALIGERADO PRIMERA PLANTA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA 1/50 PLANTA TERCERA 5 5 5 5 5 5 5 A B C D E F G H I J K L A B C D E F G H I J K L 1 2 3 4 4 3 2 ALIGERADOS 3.50 5 3.60 A B C D E F G H I J K L A B C D E F G H I J K L 1 2 3 4 4 3 2 3.50 5 3.60 A B C D E F G H I J K L A B C D E F G H I J K L 1 2 3 4 4 3 2 5 5 5 5 5 5 Esc. 1/50 PORTICO A - A 3.50 5 3.60 1 2 3 4 Esc. 1/50 PORTICO B - B 5 3.60 1 2 4 Esc. 1/50 PORTICO C - C Esc. 1/50 PORTICO D - D Esc. 1/50 PORTICO E - E 5 3.60 1 2 4 Esc. 1/50 PORTICO F - F Esc. 1/50 PORTICO G - G Esc. 1/50 PORTICO H - H 5 2 4 Esc. 1/50 PORTICO I - I 5 2 4 Esc. 1/50 PORTICO J - J 5 2 4 Esc. 1/50 PORTICO K - K 5 2 4 5 3 Esc. 1/50 PORTICO L - L 5 2 4 5 3 5 5 5 5 5 5 A B C D E F G Esc. 1/50 PORTICO 1 - 1 5 5 5 5 5 A B C D E F Esc. 1/50 PORTICO 2 - 2 5 5 5 H I J K 5 5 5 5 5 5 A B C D E F G Esc. 1/50 PORTICO 4 - 4 5 5 5 H I J K 5 K 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F G 5 L 5 5 5 5 3.60 1 2 4 5 5 5 5 5 5 5 5 5 5 5 5 5 3.60 1 2 4 5 5 5 5 5 5 5 5 5 5 5 5 5 3.60 1 2 4 5 5 5 5 5 5 5 5 5 5 5 5 5 3.60 1 2 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1Ø3/8" 5 5 5 5 5 5 5 1Ø3/8" 1Ø3/8" 1Ø1/2" 5 5 1Ø1/2"+1Ø3/8" 1Ø3/8" 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 2Ø1/2" 1Ø3/8" 5 5 5 1Ø1/2"+1Ø3/8" 5 5 1Ø3/8" 5 5 5 5 5 1Ø3/8" 1Ø1/2" 5 5 2Ø1/2" 1Ø3/8" 5 1Ø1/2" 1Ø3/8" 1Ø3/8" 2Ø1/2" 1Ø3/8" 5 5 5 5 5 2Ø3/8" 5 5 5 5 5 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 2Ø3/8" 1Ø3/8" 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 2Ø3/8" 5 2Ø3/8" 5 5 2Ø3/8" 5 5 2Ø3/8" 5 5 2Ø3/8" 5 5 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 2Ø3/8" 1Ø3/8" 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 2Ø3/8" 5 5 5 2Ø3/8" 5 5 2Ø3/8" 5 5 2Ø3/8" 5 5 5 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 2Ø3/8" 1Ø3/8" 5 1Ø1/2" 1Ø3/8" 1Ø3/8" 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 1Ø3/8" 5 5 5 5 5 5 1Ø3/8" 1Ø3/8" 1Ø1/2"+1Ø3/8" 1Ø3/8" 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 2Ø3/8" 1Ø3/8" 5 5 5 1Ø1/2"+1Ø3/8" 5 5 1Ø3/8" 5 5 5 5 5 1Ø3/8" 1Ø1/2" 5 5 2Ø1/2" 1Ø3/8" 5 1Ø1/2" 1Ø3/8" 1Ø3/8" 2Ø1/2" 1Ø3/8" 5 5 5 5 5 2Ø3/8" 5 5 5 5 5 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 2Ø3/8" 1Ø3/8" 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 2Ø3/8" 5 2Ø3/8" 5 5 2Ø3/8" 5 5 2Ø3/8" 5 5 2Ø3/8" 5 5 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 2Ø3/8" 1Ø3/8" 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 2Ø3/8" 5 5 5 2Ø3/8" 5 5 2Ø3/8" 5 5 2Ø3/8" 5 5 5 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 2Ø3/8" 1Ø3/8" 5 1Ø1/2" 1Ø3/8" 1Ø3/8" 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" 5 1Ø3/8" 5 5 5 5 5 5 1Ø3/8" 1Ø3/8" 1Ø1/2"+1Ø3/8" 1Ø3/8" 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 2Ø3/8" 1Ø3/8" 5 5 5 1Ø1/2"+1Ø3/8" 5 5 1Ø3/8" 5 5 5 5 5 1Ø3/8" 1Ø1/2" 5 5 2Ø1/2" 1Ø3/8" 5 1Ø1/2" 1Ø3/8" 1Ø3/8" 2Ø1/2" 1Ø3/8" 5 5 5 5 5 2Ø3/8" 5 5 5 5 5 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 2Ø3/8" 1Ø3/8" 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 2Ø3/8" 5 2Ø3/8" 5 5 2Ø3/8" 5 5 2Ø3/8" 5 5 2Ø3/8" 5 5 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 2Ø3/8" 1Ø3/8" 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 2Ø3/8" 5 5 5 2Ø3/8" 5 5 2Ø3/8" 5 5 2Ø3/8" 5 5 5 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 2Ø3/8" 1Ø3/8" 5 1Ø1/2" 1Ø3/8" 1Ø3/8" 2Ø3/8" 5 2Ø3/8" 5 2Ø3/8" Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 Z-2 Z-2 Z-3 Z-3 Z-3 Z-3 Z-3 Z-3 Z-4 Z-4 Z-4 Z-5 Z-5 Z-5 Z-5 Z-5 Z-3 Z-3 Z-6 Z-7 Z-7 Z-7 Z-7 Z-7 Z-7 Z-7 Z-7 Z-7 C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C3 C2 C2 C2 C2 5 5 N.T. = 0.00 5 5 N.P.T. +0.30 5 5 5 5 CORTE 3-3 5 5 N.P.T. +0.15 5 N.P.T. +0.15 5 5 5 N.P.T. 5 5 CORTE 6-6 CORTE 2-2 NPT. = +0.15 5 5 5 N.V. = 0.00 5 5 5 CORTE 5-5 NPT. = +0.30 5 5 5 5 5 5 5 NPT. = +0.30 5 5 CORTE 4-4 5 5 N.T. = 0.00 5 5 N.P.T. +0.15 5 CORTE 1-1 ESCALA 1/50 ALIGERADO SEGUNDA PLANTA Ver distribución de Estribos cuadro de Columnas B Ver distribución de Estribos cuadro de Columnas Columna PLANTA 1 B PLANTA 2 \C4;T \C4;T 5 A CORTE A-A b Columna Zapata a NC : -1.80 b a Zapata 5 5 (h) 0.10 d ( b ) 5 5 5 5 5 5 5 d ( a ) NC : -1.80 Relleno con material propio, compactado. En capas e=.30cm. NTN : ±0.00 NFP : +0.10 NPT : +0.15 (h) 5 CORTE A'-A' A 0.10 d ( b ) 5 5 DETALLE y CUADRO DE ZAPATAS ESCALA: 1/25 SOLADO (e = 4") Relleno con material propio, compactado. En capas e=.30cm. B PLANTA 3 \C4;T b Columna Zapata a SOLADO (e = 4") d ( a ) En las Zapatas no se deberán incluir piedras grandes mayor a 4". Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Acero (a) CUADRO DE ZAPATAS 1.10 1.40 B(m) Z-2 Z-1 TIPO 0.90 1.20 SECCION T(m) Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 Acero (b) REFUERZO 0.70 0.70 (h) ALTURA Ø 3/8" @ 0.30 1.50 Z-3 1.30 Ø 3/8" @ 0.30 0.70 Ø 3/8" @ 0.30 1.65 Z-4 1.45 Ø 3/8" @ 0.30 0.70 Ø 1/2" @ 0.30 1.90 Z-5 1.70 Ø 1/2" @ 0.30 0.70 TIPO ESTRIBAJE B x T ACERO NIVEL 1° 3 ° AL 5 d 3/8":1@.05, 10@.10, Rto. @.20 a/s. 0.30x0.50 8 Ø 5/8" 4 Ø 1/2" 5 C-1 C-3 CUADRO DE COLUMNAS 5 d 3/8":1@.05, 6@.10, Rto. @.20 a/s. 0.30x0.30 4Ø5/8"+2Ø1/2" 5 C-2 d 3/8":1@.05, 6@.10, Rto. @.20 a/s. 5 5 0.30x0.30 Ø 1/2" @ 0.25 1.90 Z-6 1.90 Ø 1/2" @ 0.25 0.70 Ø 1/2" @ 0.25 2.20 Z-7 2.00 Ø 1/2" @ 0.25 0.70 5 5 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 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 4 4 4 4 3 3 3 3 5 5 5 5 5 5 3 3 3 3 3 3 1 1 4 4 6 6 4 4 4 4 4 4 6 6 2 2 2 2 2 2 3 3 cm. Pulg. cm. 3/8" 1/4" 2.60 2.60 15.00 7.00 DETALLE DE DOBLECES DEL d ACERO ACERO EN ESTRIBOS Ld ESCALA 1/10 d d Ld ESPECIFICACIONES TECNICAS VIGAS Y COLUMNAS ESTRUCT. = 4.00 cm. LOSAS ALIGERADAS 5.00.- ACERO 6.00.- NORMAS - EMPALMES DE FIERRO ESCALERAS - ACERO CORRUGADO- Grado 60 : fy = 4200 Kg/cm2. -VIGAS : As (-) : Tercio Central As (+) : a L/4 -COLUMNAS : A 2L/3 (Tramo Central) - R. N. C. ( Normas E-020, E-030, E-050, E-060) = 2.50 cm. = 2.50 cm. CIMIENTOS CORRIDOS f'c = 100 Kg/cm2. - UNIDAD : LADRILLOS KING KONG DE ARCILLA f'c = 140 Kg/cm2. 2.00.- DEL SUELO NIVELES 1°, 2°, 3º 3.00.- DE LAS SOBRECARGAS 01. CONCRETO SIMPLE 02. CONCRETO ARMADO FALSO PISO SOBRECIMIENTOS 1.00.- DE LOS MATERIALES 03. ALBAÑILERIA ESCALERAS - CAPACIDAD PORTANTE : 2.14 Kg/cm2.(Estudio de suelos) - PROF. DE CIMENTACION: 1.80 m. (Minimo) = 200 Kg/cm2. ZAPATAS f'c = 175 Kg/cm2 Solado f'c = 100 Kg/cm2. VIGAS Y COLUMNAS ESTRUCTURALES f'c = 210 Kg/cm2 LOSA ALIGERADA f'c = 210 Kg/cm2 - MORTERO : C : A = 1 : 5 - JUNTA : 1.5 cm. f'c = 140 Kg/cm2. f'c = 210 Kg/cm2. ESCALERAS ZAPATAS 4.00.- RECUBRIMIENTOS = 400 Kg/cm2. = 10.0 cm. AZOTEA = 150 Kg/cm2. 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2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 5 5 1Ø1/2" 2Ø5/8" 5 5 1Ø1/2" 2Ø5/8" 5 5 1Ø1/2" 5 1Ø5/8" 5 5 1Ø5/8" 5 5 1Ø5/8" 5 5 1Ø5/8" 3Ø1/2" 3Ø1/2" 3Ø1/2" 3Ø1/2" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 5 5 1Ø5/8" 5 5 1Ø5/8" 5 1Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 5 5 1Ø5/8" 5 5 1Ø5/8" 5 1Ø5/8" 2Ø5/8" 2Ø5/8" 5 5 1Ø1/2" 5 1Ø1/2" 5 1Ø1/2" 2Ø5/8" 2Ø5/8" 5 5 2Ø5/8" 5 2Ø5/8" 5 2Ø5/8" 2Ø5/8" 2Ø5/8" 5 5 2Ø5/8" 5 2Ø5/8" 5 2Ø5/8" 3Ø5/8" 3Ø5/8" 5 5 1Ø5/8" 5 2Ø5/8" 5 2Ø5/8" 2Ø1" 3Ø5/8" 5 5 2Ø5/8" 5 2Ø3/4" 5 2Ø3/4" 2Ø1" 3Ø5/8" 5 5 2Ø5/8" 5 2Ø3/4" 5 2Ø3/4" 3Ø5/8" 3Ø5/8" 5 5 1Ø5/8" 5 2Ø5/8" 5 2Ø5/8" 2Ø1" 3Ø5/8" 5 5 2Ø5/8" 5 2Ø3/4" 5 2Ø3/4" 2Ø1" 3Ø5/8" 5 5 2Ø5/8" 5 2Ø3/4" 5 2Ø3/4" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 5 5 1Ø1/2" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 5 5 2Ø5/8" 5 2Ø5/8" 2Ø5/8" 5 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 5 5 2Ø5/8" 5 2Ø5/8" 2Ø5/8" 5 3Ø1/2" 3Ø1/2" 3Ø1/2" 3Ø1/2" 3Ø1/2" 3Ø1/2" 3Ø1/2" 3Ø1/2" 3Ø1/2" 3Ø1/2" 20 20 20 20 20 22 23 22 23 22 23 22 24 20 20 20 20 20 25 23 25 23 25 23 25 24 20 20 20 20 20 25 23 25 23 25 23 25 24 1 1 1 1 1 1 1 1 1 2 3 4 3 2 3 4 3 2 5 6 5 2 3 3 2 3 3 2 5 5 1 1 1 7 2 8 2 7 2 8 2 9 10 9 11 8 11 11 8 11 12 13 12 14 15 14 14 14 15 18 18 16 18 16 17 16 18 18 16 18 19 19 19 19 19 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 10 @.10, Rto. @.20 Ø3/8":1@.05, 6 @.10, Rto. @.20 Ø3/8":1@.05, 6 @.10, Rto. @.20 Ø3/8":1@.05, 6 @.10, Rto. @.20 Ø3/8":1@.05, 6 @.10, Rto. @.20 Ø3/8":1@.05, 10 @.10, Rto. @.20 Ø3/8":1@.05, 10 @.10, Rto. @.20 Ø3/8":1@.05, 10 @.10, Rto. @.20 Ø3/8":1@.05, 10 @.10, Rto. @.20 Ø3/8":1@.05, 10 @.10, Rto. @.20 Ø3/8":1@.05, 10 @.10, Rto. @.20 Ø3/8":1@.05, 10 @.10, Rto. @.20 Ø3/8":1@.05, 10 @.10, Rto. @.20 Ø3/8":1@.05, 10 @.10, Rto. @.20 Ø3/8":1@.05, 10 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 Ø3/8":1@.05, 8 @.10, Rto. @.20 2Ø1/2" 2Ø1/2" 2Ø1/2" 5 d1/2"@0.20 5 .28 .17 d1/2"@0.20 d1/2"@0.20 Ø3/8"@0.20 Ø3/8"@0.20 Ø3/8"@0.20 5 5 5 NPT. = +0.15 5 VIGA V-1 DETALLE ESCALERAS ESCALA: 1/20 TRAMO I \A1;d3/8"@0.20 d1/2"@0.20 d1/2"@0.20 d1/2"@0.20 5 .17 d1/2"@0.20 \A1;d3/8"@0.20 VIGA .25X.40 TRAMO III, VI, IX d1/2"@0.20 VIGA V-1 VIGA V-1 VIGA .25X.40 \A1;d3/8"@0.20 d1/2"@0.20 d1/2"@0.20 Ø3/8"@0.20 d1/2"@0.20 5 .17 d1/2"@0.20 Ø3/8"@0.20 \A1;d3/8"@0.20 d1/2"@0.20 5 5 d1/2"@0.20 d1/2"@0.20 Ø3/8"@0.20 Ø3/8"@0.20 5 VIGA .25X.40 VIGA V-1 TRAMO IV, VII TRAMO II, IV, VIII 5 .17 D C ARCO = A GANCHOS A 90° del 20.00 Gancho Longitud 14.77 C(cm) 30.00 25.00 21.26 18.02 5.23 A(cm) Ø 3/8" 5.71 D(cm) 8.74 6.98 5/8" 9.54 7.62 1/2" PARA BARRAS CORRUGADAS A TRACCION LONGITUDES DE DESARROLLO VALORES DE " M " L/4 L d ACERO 3/8" 1/2" Pulg. 5/8" L/4 M inferio M superior 45.00 50.00 cm. 60.00 M inferior 40.00 40.00 cm. 50.00 L/4 L/4 M superior L/3 DETALLE DE LA UBICACION Y LONGITUD DE EMPALMES TRASLAPADOS PARA VIGAS L/3 S/E L/3 .30 .30 HUECOS .10 .10 .30 LADRILLOS DE ARCILLA REX 8H. DE 0.15 x 0.30 x 0.30 CORTE TIPICO ALIGERADO h=0.20 ESCALA: 1/10 INDICACION 5 15 .20 LADRILLOS Ø SEGUN d 1/4" @ .25 Fº de temperatura ESC: 1/10 DETALLE DE d EN CASO DE ENCUENTROS EN PLANTA 0.25-0.30 d DE VIGA 0.25-0.30 .30 Tipic. 0.25-0.30 d DE VIGA 0.25-0.30 0.25-0.30 0.25-0.30 .30 Tipic., ESTRIBOS VIGA DETALLE DEL REFUERZO EN EL 3 ESTRIBOS DE d3/8" EN EL NUDO (ESTRIBO ADICIONAL) NUDO VIGA COLUMNA S/E ESTRIBOS COLUMNA CORRUGACIONES DE ACUERDO A LA NORMA ASTM A-615. LOS RECUBRIMIENTOS EN VIGAS Y COLUMNAS DE ALBAÑILERIA 2.5 2.5 2.5 2.5 4 db. 6 db. ø 3/8" A 5/8" ø 3/4" Y MAYORES ACERO DE REFUERZO 4 4 4 4 LOS RECUBRIMIENTOS EN VIGAS Y COLUMNAS ESTRUCTURALES COMPONENTES MORTERO MANO DE OBRA UNIDAD DE ALBAÑILERIA ESPECIFICACIONES ALARGAMIENTO MINIMO EN 20 cm. = 12 %. DIAMETROS MINIMOS DE DOBLADO SIN FISURAS : COLOCACION DEL REFUERZO PREPARACION Y COLOCACION RECUBRIMIENTOS DEL ESFUERZO DIMENSIONES DE LOS RECUBRIMIENTOS: SEPARACION ENTRE VARILLAS : EJECUCION Y CONTROLES DE CALIDAD PARA LA ALBAÑILERIA SERA CALIFICADA CUMPLIENDO CON LAS SIGUIENTES EXIGENCIAS BASICAS : - MUROS CONSTRUIDOS A PLOMO Y EN LINEA. - JUNTAS HORIZONTALES Y VERTICALES COMPLETAMENTE LLENAS DE MORTERO. - ESPESOR DE JUNTAS DE MORTERO DE 15 mm. - UNIDADES DE ALBAÑILERA ASENTADAS CON LAS SUPERFICIES LIMPIAS Y SIN AGUA LIBRE. RESISTENCIA Y ESFUERZO ADMISIBLE LA UNIDA DE ALBAÑILERIA DE ARCILLA, CONSISTIRA EN ELEMENTOS SIN RESQUEBRAJADAS, FRATURADAS, CON HENDIDURAS U OTRO DEFECTOS QUE DEGRADEN SU DURABILIDAD Y/O RESISTENCIA. EL MORTERO ESTARA CONSTITUIDO POR CEMENTO PORTLAND Y ARENA GRUESA, EN LA PROPORCION VOLUMETRICA DE 1 : 4 (CEMENTO : ARENA). LA RESISTENCIA DEL MURO TERMINADO TENDRA UNA RESISTENCIA MINIMA A LA COMPERSION DE F'm= 45 kG/cm2 COMPROBANDOSE MEDIANTE EL ENSAYO DE PILAS DE LADRILLOS ASENTADAS DE 4 A 5 UNIDADES, LA SEPARACION MINIMA ENTRE VARILLAS RECTAS INDIVIDUALES Y PARALELAS DE LA ARMADURA, FUERA DE UNA ZONA DE EMPALME, EN GENERAL DEBERA SER COMO MINIMO 2.50 cm. Y NO MENOR QUE EL TAMAÑO MAXIMO DEL AGREGADO GRUESO. LAS VARILLAS DE ACERO UTILIZADAS EN LA CONSTRUCCION DE ESTRUCTURAS DE CONCRETO ARMADO, CUMPLIRAN LOS REQUISITOS ESTABLECIDOS EN LOS ARTICULOS 7 Y 8 DE LA NORMA E-060 PARA CONCRETO ARMADO. EL ACERO SERA DE CALIDAD, GRADO 60, CON UN ESFUERZO EN EL LIMITE DE FLUENCIA DE Fy= 4,200 Kg/cm2. DEBERA OBSERVARSE QUE LAS VARILLAS A EMPLEAR PRESENTAN SU SUPERFICIE LIBRE DE CORROSION, GRIETAS, SOLDADURAS O CUALQUIER OTRO DEFECTO QUE PUDIERA AFECTAR DESFAVORABLEMENTE SUS CARACTERISTICAS MECANICAS. ANTES DEL EMPLEO DE LAS ARMADURAS SE LIMPIARAN CUIDADOSAMENTE PARA QUE SE ENCUENTREN LIBRES DE POLVO, BARRO,ACEITES, PINTURA Y TODA OTRA SUSTANCIA CAPAZ DE REDUCIR LA ADHERENCIA DEL CONCRETO. PARA SOSTENER O FIJAR LAS ARMADURAS EN LOS LUGARES CORRESPONDIENTES SE EMPLEARAN SOPORTES O ESPACIADORES METALICOS O DE MORTERO Y ATADURAS METALICAS, NO PODRAN EMPLEARSE TROZOS DE LADRILLO, MADERA O CAÑAS NI PARTICULAS DE AGREGADOS. SE ENTIENDE POR RECUBRIMIENTOS A LA DISTANCIA LIBRE COMPRENDIDA ENTRE EL PUNTO MAS SALIENTE DE CUALQUIER REFUERZO Y LA SUPERFICIE EXTERNA DEL CONCRETO MAS PROXIMO, EXCLUYENDO TARRAJEOS Y TODO OTRO MATERIAL DE ACABADOS. 36 Horas. 7 Dias. 1 Dia por cada metro de exceso. 21 dias. 1 Dia por cada metro de exceso. - Losas de luces mayores : - Fondo de vigas mayores de 5.00 m. de luz. : - Losas hasta 2.50 m. de luz. : - Fondo de viga hasta 5.00 m. de luz. : CARACTERISTICAS DE LOS ENCOFRADOS REMOCION DE LOS ENCOFRADOS Debera presentarse especial cuidado a la correcta colocacion dentro del encofrado de todos los fierros indicados, y otros elementos que deban quedar embutidos en el concreto. Estos elementos deberan estar bien asegurados y evitar asi que se desplacen durante el proceso de colocacion del concreto. Los encofrados deberan ser lo suficientemente impermeables como para impedir perdidas de lechada y mortero. La cara interior del encofrado debera estar limpia y libre de particulas diversas. Los plazos minimos de remocion de los encofrados y elementos de sosten, se regira por los siguientes tiempos : - Costados de vigas y columnas : ENCOFRADOS Y DESENCOFRADOS N.F.P. + 0.10 PASADIZO N.F.P. + 0.25 T I E N D A N.F.P. + 0.25 T I E N D A N.F.P. + 0.25 T I E N D A N.F.P. + 0.10 T I E N D A N.F.P. + 0.10 T I E N D A N.F.P. + 0.25 SS.HH. N.F.P. + 0.25 SS.HH. 5 K L 3 2 5 5 5 3.60 F G 1 2 TECHO BAJO-SS.HH. ESCALA: 1/50 TECHO BAJO-SS.HH. ESCALA: 1/50 5 3.60 1 2 VACIO TECHO BAJO SS.HH. (Ver detalle E-2) .30 .30 HUECOS .10 .10 .30 INDICACION 5 5 5 LADRILLOS Ø SEGUN d 1/4" @ .25 Fº de temperatura LADRILLOS DE ARCILLA REX 8H. DE 0.12 x 0.30 x 0.30 CORTE TIPICO ALIGERADO h=0.17 ESCALA: 1/10 \A1;d3/8"@0.20 \A1;d3/8"@0.20 VIGA 0.30x 0.30 VIGA 0.30x 0.30 X X CORTE X-X ESCALA: 1/20 e=0.10 LOSA MACIZA VIGA 0.25 x 0.30 VIGA 0.25 x 0.30 VIGA 0.30 x 0.30 VIGA 0.30 x 0.30 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.30 x 0.40 VIGA 0.30 x 0.40 e=0.17 LOSA ALIGERADA 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" Ø3/8"@0.20 Ø3/8"@0.20 Ø3/8"@0.20 Ø3/8"@0.20 ESC. 1/20 CORTE 1-1 5 5 3 Ø 1/2" 3 Ø 1/2" 3 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 2-2 ESC. 1/20 3 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 3-3 ESC. 1/20 1Ø 1/2" 3 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 4-4 ESC. 1/20 1Ø 1/2" 5 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 5-5 ESC. 1/20 3 Ø 5/8" 3 Ø 5/8" 5 5 CORTE 6-6 ESC. 1/20 2 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 7-7 ESC. 1/20 2 Ø 5/8" 3 Ø 5/8" 5 5 CORTE 8-8 ESC. 1/20 2 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 9-9 ESC. 1/20 1Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 10-10 ESC. 1/20 1Ø 1/2" 4 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 11-11 ESC. 1/20 5 Ø 5/8" 5 5 CORTE 12-12 ESC. 1/20 3 Ø 5/8" 3 Ø 5/8" 4 Ø 5/8" 5 5 CORTE 13-13 ESC. 1/20 2 Ø 1" 5 5 CORTE 14-14 ESC. 1/20 3 Ø 5/8" 2Ø 3/4" 2 Ø 1" 5 5 CORTE 15-15 ESC. 1/20 5 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 16-16 ESC. 1/20 2 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 17-17 ESC. 1/20 1Ø 1/2" 2 Ø 5/8" 5 5 CORTE 18-18 ESC. 1/20 4 Ø 5/8" ESC. 1/20 CORTE 19-19 5 5 3 Ø 1/2" 3 Ø 1/2" ESC. 1/20 CORTE 20-20 5 5 3 Ø 1/2" 3 Ø 1/2" ESC. 1/20 CORTE 21-21 5 5 3 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 22-22 ESC. 1/20 1Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 23-23 ESC. 1/20 1Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 24-24 ESC. 1/20 3 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 25-25 ESC. 1/20 ESC. 1/20 CORTE 1-1 5 5 3 Ø 1/2" 3 Ø 1/2" 3 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 2-2 ESC. 1/20 3 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 3-3 ESC. 1/20 1Ø 1/2" 3 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 4-4 ESC. 1/20 1Ø 1/2" 5 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 5-5 ESC. 1/20 3 Ø 5/8" 3 Ø 5/8" 5 5 CORTE 6-6 ESC. 1/20 2 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 7-7 ESC. 1/20 2 Ø 5/8" 3 Ø 5/8" 5 5 CORTE 8-8 ESC. 1/20 2 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 9-9 ESC. 1/20 1Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 10-10 ESC. 1/20 1Ø 1/2" 4 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 11-11 ESC. 1/20 5 Ø 5/8" 5 5 CORTE 12-12 ESC. 1/20 3 Ø 5/8" 3 Ø 5/8" 4 Ø 5/8" 5 5 CORTE 13-13 ESC. 1/20 2 Ø 1" 5 5 CORTE 14-14 ESC. 1/20 3 Ø 5/8" 2Ø 3/4" 2 Ø 1" 5 5 CORTE 15-15 ESC. 1/20 5 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 16-16 ESC. 1/20 2 Ø 5/8" 2 Ø 5/8" 5 5 CORTE 17-17 ESC. 1/20 1Ø 1/2" 2 Ø 5/8" 5 5 CORTE 18-18 ESC. 1/20 4 Ø 5/8" ESC. 1/20 CORTE 19-19 5 5 3 Ø 1/2" 3 Ø 1/2" VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VACIO ESCALERA 5 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 VIGA 0.25 x 0.40 ESCALA 1/50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 VIGA 0.30 x 0.50 Ø3/8":1@.05, 10 @.10, Rto. @.20 Ø3/8":1@.05, 10 @.10, Rto. @.20 Ø3/8":1@.05, 10 @.10, Rto. @.20 Ø3/8":1@.05, 10 @.10, Rto. @.20 Ø3/8":1@.05, 10 @.10, Rto. @.20 Ø3/8":1@.05, 10 @.10, Rto. @.20 Ø3/8":1@.05, 10 @.10, Rto. @.20 21 20 20 20 20 22 23 22 23 22 23 22 24 21 20 20 20 20 25 23 25 23 25 23 25 24 21 20 20 20 20 25 23 25 23 25 23 25 24 21 20 20 20 20 21 20 20 20 20 21 20 20 20 20 2 3 4 3 2 3 4 3 2 5 6 5 2 3 4 3 2 3 4 3 2 5 6 5 2 3 4 3 2 3 4 3 2 5 6 5 12 13 12 14 15 14 14 14 15 16 16 VACIO VACIO ESCALERA VIGA BORDE 0.10x1.10 VIGA 0.40 x 0.20 VIGA 0.40 x 0.20 VIGA 0.40 x 0.20 VIGA 0.40 x 0.20 VIGA BORDE 0.10x1.10 VIGA 0.40 x 0.20 VIGA 0.40 x 0.20 VIGA BORDE 0.10x0.1.10 VACIO VACIO ESCALERA VACIO V-BORDE 1 VIGA DE BORDE 2 VIGA DE BORDE 2 VIGA DE BORDE 2 VIGA DE BORDE 2 5 VIGA DE BORDE 1 Ø1/4":1@.05 Rto.@.20 a/s 5 2Ø3/8" 2Ø3/8" ESC. 1/20 5 ESC. 1/20 5 3 Ø 1/2" 3 Ø 1/2" 5 VIGA DE BORDE Ø1/4":1@.05 Rto.@.20 a/s 5 VIGA 0.40x0.20 Ø3/8":1@.05, 4@0.10,Rto.@.20 a/s 5 4 Ø 3/8" 0.10x1.10 ESC. 1/20 5 ESC. 1/20 VIGA V-1 5 3 Ø 1/2" 3 Ø 1/2" d 3/8":1@.05, 6@.10, Rto. @.20 a/s. 2Ø3/8" 2Ø3/8" Malla Ø3/8"@0.20 VIGA DE BORDE 2 VIGA DE BORDE 2 5 VIGA DE BORDE 2 Ø1/4":1@.05,10@.10, Rto.@.20 a/s 5 2Ø3/8" 2Ø3/8" ESC. 1/20 2Ø3/8"

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots	Missing Attachment
File Type	dwg
Materials	Concrete, Masonry, Steel, Wood, Other
Measurement Units
Footprint Area
Building Features
Tags	accommodation, autocad, beams, building, columns, DETAIL, details, DWG, erdbebensicher strukturen, foundations, ladder, plano, seismic structures, stairs, structural, structural details, strukturen, system