Warehouse DWG Plan for AutoCAD

Architectural plans, foundation and lightweight

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

b ”, duct, project:, reinforcement, upper, lower, elevation, beam, standard hook detail, column or plate, f’c, ldg, anchor length ldg, rmin, note :, distance ldg will be measured from the critical section up to the, outer edge of the doubles, on a straight line that coincides, with the longitudinal axis of the bar., detail of stirrups, specified percentages, increase the length of junction in, m values, extension, in plants, encounter of beams, db, shop, passage, proy. roof, ss.hh., rolling door, showcase, mezzanine, empty, sidewalk, warehouse, warehouse, box vain, symbol, width, height, sill, —, azzotea, corrugated sheet, hall, roof, proy . mezzanine, proy. beam, variable, nfp, xx, foundation, foundation beam, flooring, va-, descrip., type, axb, quantity, stirrups, und, – – -, metal plate cover, inner walls and bottom will be tarrajeo polished and waterproofing, mesh mosquetera, electric control, stop level of the pump, pump start level, water breaks

Raw text data extracted from CAD file:

5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A A' B B' B'' C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 5 A A' B B'' C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A A' B B' B'' C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 5 5 A A' B B' B'' C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A A' B B' B'' C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 5 5 A A' B B' B'' C 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 5,23 1,71 2,32 1,35 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 5,23 1,71 2,32 1,35 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 5,23 1,71 2,32 1,35 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 5,23 1,71 3,67 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 5,23 1,71 2,32 1,35 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 5,23 1,71 2,32 1,35 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 6,93 3,67 3,40 6,93 3,67 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 6,93 3,67 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 6,93 3,67 3,40 6,93 3,67 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 6,93 3,67 3,40 ,65 ,65 ,95 ,65 ,45 ,30 1,00 1,00 1,00 1,00 1,00 1,50 1,50 1,50 1,50 1,50 1,00 1,00 1,50 1,50 1,50 1,50 1,50 1,50 1,00 1,00 1,50 1,50 1,50 1,50 1,50 1,50 1,00 1,50 1,50 1,50 1,50 1,00 1,00 1,50 1,50 1,50 1,50 1,50 1,50 1,00 1,50 1,50 1,50 1,50 1,50 1,50 1,00 1,00 1,50 1,50 1,50 1,50 1,50 1,00 1,00 1,50 1,50 1,50 1,50 1,00 1,50 1,50 1,50 1,50 1,00 1,50 1,50 1,50 1,50 1,50 1,50 1,00 1,00 1,50 1,50 1,50 1,50 1,50 1,50 1,00 1,00 1,50 1,50 1,50 1,50 1,50 1,00 1,00 1,50 1,50 1,50 1,50 1,50 1,50 1,50 1,50 1,50 1,50 1,00 1,00 1,50 1,50 1,50 1,50 1,50 1,50 1,00 1,00 1,50 1,50 1,50 1,50 1,50 1,50 1,00 1,50 1,50 1,50 1,50 1,50 1,00 1,50 1,50 1,50 1,50 1,00 1,00 1,50 1,50 1,50 1,50 1,00 ,10 ,30 ,10 ,30 ,10 ,30 ,10 C .90 .90 .30 4.40 .30 .35 4.35 .35 .40 6.48 .40 3.48 .25 1.67 .60 .60 1.50 .90 .60 1.00 1.30 .90 1.85 1.20 1.00 .60 .40 .70 1.30 .90 1.85 1.25 1.85 1.25 .90 1.30 .40 6.48 .40 6.48 .40 .40 6.48 .40 3.63 .25 1.30 .90 1.85 1.25 1.00 .60 .60 1.00 6.48 .40 .80 .50 .35 .55 .40 .40 4.75 1.43 .40 1.97 .15 1.35 .25 2.75 .15 .35 .35 4.35 .35 4.35 .35 4.35 4.35 .35 .35 .35 .35 4.35 .35 4.35 .35 4.35 4.35 .35 .35 .35 .35 .35 4.35 .35 4.35 .35 4.35 4.35 .35 .35 .20 .40 .40 .55 .55 .55 .40 .40 .40 .10 .20 .25 .20 .25 .25 .20 .40 .20 .40 .20 .40 .25 .25 .20 .40 .30 .20 .40 .20 .40 .30 .30 .20 .40 .30 .20 .55 .30 .20 .55 .30 .20 .55 .25 .30 .25 .40 .25 .20 .15 .20 .20 .55 .30 .30 .20 .55 DUCTO DUCTO DUCTO DUCTO ALIGERADO DE MEZZANINE ESC:1/75 ALIGERADO 1er PISO ESC:1/75 ALIGERADO 2do PISO ESC:1/75 PROYECTO: \W1.5;COMERCIO - ALMACEN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 D C B A VA-1 (0.30 x 0.40) VP-2 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-2 (0.25 x 0.20) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VP-04 (0.35 x 0.55) VP-04 (0.35 x 0.55) VP-04 (0.35 x 0.55) VP-04 (0.35 x 0.55) VP-04 (0.35 x 0.55) VP-04 (0.35 x 0.55) VA-2 (0.25 x 0.20) VA-5 (0.25 x 0.30) VA-2 (0.25 x 0.20) VP-1 (0.25 x 0.40) VP-2 (0.30 x 0.40) VP-1 (0.25 x 0.40) VA-2 (0.25 x 0.20) VA-5 (0.25 x 0.30) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) 5 5 5 D C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 D C B A 5 5 5 D C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 D C B A 5 5 5 D C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-101 (0.30 x 0.55) VP-101 (0.30 x 0.55) VP-103 (0.30 x 0.55) VP-103 (0.30 x 0.55) VP-103 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VA-5 (0.25 x 0.30) VA-2 (0.25 x 0.20) DUCTO DUCTO DUCTO VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VA-1 (0.30 x 0.40) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-201 (0.30 x 0.55) VP-201 (0.30 x 0.55) VP-203 (0.30 x 0.55) VP-203 (0.30 x 0.55) VP-203 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VA-5 (0.25 x 0.30) VA-2 (0.25 x 0.30) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-202 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) VP-102 (0.30 x 0.55) 5 5 1d1/2" 1d1/2" 5 1d1/2" 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 5 1d1/2 1d1/2" 1d1/2" 5 5 1d1/2" 1d1/2" 1d1/2" 5 5 2d1/2" 5 5 2d1/2" 5 5 2d1/2" 5 5 2d1/2" 5 2d1/2" 5 5 2d1/2" 5 5 2d1/2" 5 5 2d1/2" 5 2d1/2" 5 2d1/2" 5 5 2d1/2" 5 5 2d1/2" 5 5 2d1/2" 5 2d1/2" 5 5 2d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d1/4" As. temp. @0.25 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/4" As. temp. @0.25 1d1/4" As. temp. @0.25 2d1/2" 5 5 2d1/2" 5 5 2d1/2" 5 5 2d1/2" 5 2d1/2" 5 5 2d1/2" 5 5 2d1/2" 5 5 2d1/2" 5 2d1/2" 5 2d1/2" 5 5 2d1/2" 5 5 2d1/2" 5 5 2d1/2" 5 2d1/2" 5 5 2d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d1/4" As. temp. @0.25 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/4" As. temp. @0.25 1d1/4" As. temp. @0.25 DUCTO DETALLE DE ALIGERADO ESC:1/25 5 5 5 5 5 5 5 d1/4" TEMP. @ 0.25 ESPECIFICACIONES TECNICAS 1.00 CONCRETO CONCRETO ARMADO: Elementos estructurales: f'c=210 Kg/cm2 (en general) Elementos confinamiento: f'c=175 Kg/cm2 2.00 ACERO DE REFUERZO Fierro corrugado f'y=4200 Kg/cm2 (en general) 3.00 RECUBRIMIENTOS Vigas principales: 4.00cm Vigas secundarias: 2.50cm Aligerado: 2.50cm 4.00 CARGAS Aligerado e=0.20 m: 300 Kg/cm2 5.00 SOBRECARGA Primer Nivel y Mezzanine: 250 Kg/cm2 Segundo Nivel (azotea): 150 Kg/cm2 Escalera y Corredores: 400 Kg/cm2 6.00 PARAMETROS SISMICOS Z=0.30, U=1.50, C=2.50, S=1.20, R=6-8 7.00 NORMAS Normas Tecnicas Concreto Armado E-0.60 Normas Tecnicas de Albañileria E-0.70 Normas de Diseño Sismoresistente E-0.30 A.C.I. 2000 X \L X X \L X X \L X X \L X X \L X X \L X X \L X X \L X 1 2 3 1 4 3 2 1 4 3 2 1d1/4" As. temp. @0.25 1d1/4" As. temp. @0.25 VA-3 (0.15 x 0.20) VA-3 (0.15 x 0.20) VA-3 (0.15 x 0.20) VA-3 (0.15 x 0.20) VA-3 (0.15 x 0.20) VA-3 (0.15 x 0.20) 5 5 PROYECTO: \W1.5;COMERCIO - ALMACEN VP-01 (0.25 x 0.40) ESC:1/25 VP-02 (0.30 x 0.40) ESC:1/25 5 4.40 5 5 4.35 5 5 6.48 5 5 5 VP-101, 201 (0.30 x 0.55) ESC:1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6.48 5 6.48 5 VP-03, 102, 202 (0.30 x 0.55) ESC:1/25 5 5 5 5 5 5 5 5 5 6.48 5 5 5 VP-04, 103, 203 (0.30 x 0.55) ESC:1/25 5 5 5 5 5 5 5 5 6.48 5 5 5 5 5 VA-4 (0.30 x 0.40) ESC:1/25 5 5 4.75 5 5 5 5 5 5 2.75 5 VA-1 (0.30 x 0.40) ESC:1/25 5 5 4.35 5 4.35 5 4.35 4.35 5 VP-02 (0.30 x 0.40) ESC:1/25 5 5 VA-1 (0.30 x 0.40) ESC:1/25 5 5 4.35 5 4.35 5 4.35 4.35 5 5 5 VA-1 (0.30 x 0.40) ESC:1/25 5 5 4.35 5 4.35 5 4.35 4.35 5 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 Est. d 3/8": 2@0.05, 4@0.10, 4@0.15, r@0.20 ESPECIFICACIONES TECNICAS 1.00 CONCRETO CONCRETO ARMADO: Elementos estructurales: f'c=210 Kg/cm2 (en general) Elementos confinamiento: f'c=175 Kg/cm2 2.00 ACERO DE REFUERZO Fierro corrugado f'y=4200 Kg/cm2 (en general) 3.00 RECUBRIMIENTOS Vigas principales: 4.00cm Vigas secundarias: 2.50cm Aligerado: 2.50cm 4.00 CARGAS Aligerado e=0.20 m: 300 Kg/cm2 5.00 SOBRECARGA Primer Nivel y Mezzanine: 250 Kg/cm2 Segundo Nivel (azotea): 150 Kg/cm2 Escalera y Corredores: 400 Kg/cm2 6.00 PARAMETROS SISMICOS Z=0.30, U=1.50, C=2.50, S=1.20, R=6-8 7.00 NORMAS Normas Tecnicas Concreto Armado E-0.60 Normas Tecnicas de Albañileria E-0.70 Normas de Diseño Sismoresistente E-0.30 A.C.I. 2000 3 d 5/8" 2 d 5/8" 2 d 5/8" \L1 - 1 ESC:1/25 3 d 5/8" 2 d 5/8" 3 d 5/8" \L2 - 2 ESC:1/25 2 d 5/8" 3 d 5/8" 3 d 5/8" \L3 - 3 ESC:1/25 1 d 5/8" 3 d 5/8" 2 d 5/8" 3 d 5/8" \L4 - 4 ESC:1/25 2 d 5/8" 3 d 5/8" 2 d 5/8" 3 d 5/8" \L5 - 5 ESC:1/25 2 d 5/8" 1 d 5/8" 3 d 5/8" 2 d 5/8" 3 d 5/8" \L6 - 6 ESC:1/25 1 d 5/8" 3 d 5/8" 3 d 5/8" \L7 - 7 ESC:1/25 1 d 5/8" 3 d 5/8" 2 d 5/8" 3 d 5/8" \L8 - 8 ESC:1/25 3 d 5/8" 2 d 5/8" 3 d 5/8" \L9 - 9 ESC:1/25 2 d 5/8" 3 d 5/8" 1 d 5/8" 3 d 5/8" \L10 - 10 ESC:1/25 2 d 5/8" 3 d 5/8" 2 d 5/8" 3 d 5/8" \L11 - 11 ESC:1/25 2 d 5/8" 1 d 5/8" 3 d 5/8" 3 d 5/8" \L12 - 12 ESC:1/25 2 d 5/8" 1 d 5/8" 3 d 5/8" 1 d 5/8" 3 d 5/8" \L13 - 13 ESC:1/25 2 d 5/8" 1 d 5/8" \LSeccion X - X ESC:1/25 3 d 5/8" 2 d 1/2" Est. d 3/8": 2@0.05, r@0.20 3 d 5/8" 2 d 5/8" 3 d 5/8" 2 d 5/8" 1 d 5/8" 3 d 5/8" 1 d 5/8" 3 d 5/8" 3 d 5/8" 3 d 5/8" 2 d 5/8" 2 d 5/8" 5 1 1 2 2 3 3 5 5 4 4 8 8 6 6 7 7 6 6 8 8 9 9 13 13 10 10 13 13 12 12 11 11 9 9 10 10 13 13 12 12 13 13 3 d 5/8" 2 d 5/8" 2 d 5/8" 1 d 5/8" 3 d 5/8" 1 d 5/8" 2 d 5/8" 3 d 5/8" 2 d 5/8" 3 d 5/8" 1 d 5/8" 9 9 13 13 10 10 10 10 12 12 11 11 9 9 12 12 10 10 10 10 12 12 12 12 11 11 3 d 5/8" 2 d 5/8" 3 d 5/8" 3 d 5/8" 3 d 5/8" 1 d 5/8" 2 d 5/8" 3 d 5/8" 3 d 5/8" 2 d 5/8" 1 d 5/8" 2 d 5/8" 1 d 5/8" 5 5 5 5 5 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 5 5 5 5 5 5 5 3 d 5/8" 2 d 5/8" 3 d 5/8" 1 d 5/8" 3 d 5/8" 1 d 5/8" 3 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 3 d 5/8" 1 d 5/8" 1 d 5/8" 1 d 5/8" 3 d 5/8" 3 d 5/8" 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 4 d 1/2" \LVA-5 ESC:1/25 \LVA-1 ESC:1/25 \LVA-2 ESC:1/25 \LVA-3 ESC:1/25 4 d 1/2" 4 d 1/2" 4 d 1/2" Est. d 3/8": 2@0.05; Resto@0.15 Est. d 3/8": 2@0.05; Resto@0.15 Est. d 3/8": 2@0.05; Resto@0.15 Est. d 3/8": 2@0.05; Resto@0.15 5 5 5 5 5 5 5 5 REFUERZO SUPERIOR REFUERZO INFERIOR ELEVACION 12 db D 10 db 4 db L D L L D 135° Viga Detalle de Gancho Estandar Columna ó Placa f'c 15 Ldg 12DB 210 28 20 210 35 25 210 42 1/2" Ø 5/8" 3/4" LONGITUD DE ANCLAJE Ldg 4 cm Rmin 5 cm 6 cm NOTA: la distancia Ldg se medira desde la seccion critica hasta el borde esterior del dobles, sobre una linea recta que coincide con el eje longitudinal de la barra. D (cm) L (cm) 0.64 8 0.95 10 1/4" Ø 3/8" DETALLE DE ESTRIBOS a) NO EMPALMAR MAS DE 50% DEL AREA TOTAL EN UNA MISMA SECCION. NOTA: b) EN CASO DE NO EMPALMAR EN LAS ZONAS INDICADAS O CON LOS PORCENTAJES ESPECIFICADOS, AUMENTAR LA LONGITUD DE EMPALME EN UN 70% Y/O CONSULTAR CON EL PROYECTISTA c) PARA ALIGERADOS O VIGAS CHATAS EL ACERO INFERIOR SE EMPALMARA SOBRE LOS APOYOS, SIENDO LA LONGITUD DE EMPALME IGUAL A 0.25m PARA d 3/8" Y 0.35m PARA d 1/2" VALORES m d INFERIOR SUPERIOR H H<30 H>30 0.40 0.40 0.50 0.60 3/8" 1/2" 5/8" 3/4" 0.45 0.50 0.60 0.70 REFUERZO REFUERZO 0.40 0.40 0.45 0.50 45° extensión de 12 db R Ldg L/4 L/4 L/4 L/4 H m m L/3 L/3 L/3 L 3/8" EN PLANTAS ENCUENTRO DE VIGAS 1/2" X DETALLE "L" X 0.20 X 0.25 X d b DETALLE "T" 5/8" 0.30 5 5 5 5 5 5 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 ,03 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 57,35 ,15 57,50 ,03 ,35 ,15 57,50 ,03 ,35 ,35 ,03 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 54,45 ,15 2,75 ,40 6,33 ,40 3,47 ,25 2,75 ,40 ,15 9,30 ,15 1,10 ,15 3,00 ,15 14,00 ,40 4,75 ,40 1,97 ,15 1,35 ,25 ,15 ,15 1,43 9,10 ,15 1,45 ,15 3,00 ,15 14,00 ,15 1,10 ,15 3,00 ,15 14,00 ,40 ,40 1,97 ,15 1,35 ,25 ,15 9,10 ,15 1,45 ,15 3,00 ,15 14,00 ,03 ,35 ,15 2,75 ,40 6,33 ,40 3,47 ,25 2,75 ,40 ,15 9,30 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 ,03 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 57,35 ,15 57,50 ,03 ,35 4,35 ,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 ,03 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 54,45 ,15 57,50 3,00 ,15 4,75 ,15 1,43 4,35 ,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 ,03 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 57,35 ,15 57,50 ,03 ,35 4,35 ,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 ,03 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 54,45 ,15 57,50 ,03 ,35 ,15 2,75 ,40 6,33 ,40 3,47 ,25 2,75 ,40 ,15 9,30 ,15 1,10 ,15 3,00 ,15 14,00 ,40 ,40 3,47 ,25 ,15 10,55 ,15 3,00 ,15 14,00 3,00 ,15 6,33 2,75 ,40 6,30 ,15 1,00 ,15 1,80 ,15 ,15 3,10 ,15 1,45 ,15 4,55 ,35 4,35 ,35 4,35 ,35 4,35 ,35 ,03 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,35 ,35 ,03 ,35 4,35 ,35 4,35 ,35 4,35 ,35 4,55 3,00 6,58 ,40 3,72 3,00 1,00 1,00 9,25 ,15 1,35 1,80 1,20 6,35 4,55 ,15 2,75 2,75 ,15 ,15 1,66 ,15 ,15 2,55 ,15 ,15 1,43 ,15 1,43 ,15 2,75 1,35 ,30 1,35 4,35 3,00 4,35 3,00 4,35 3,00 ,10 2,45 ,35 ,20 2,65 ,35 ,20 2,65 ,35 ,20 6,20 3,20 ,90 9,40 ,70 ,70 ,70 2,40 ,55 1,65 1,00 ,40 1,65 1,15 ,55 2,35 ,90 ,35 1,65 1,00 ,35 1,65 1,00 2,40 2,40 1,90 ,70 2,10 2,10 2,45 ,35 ,20 3,00 ,20 3,00 ,20 6,20 3,20 ,90 9,40 2,60 ,40 2,80 ,40 2,80 ,40 9,40 2,50 ,20 ,20 2,80 ,20 ,20 2,80 ,20 ,20 3,00 3,20 3,20 ,10 9,40 2,10 2,10 ,90 ,30 2,00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A A' B B' B'' C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 5 A A' B B'' C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A A' B B' B'' C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 5 5 A A' B B' B'' C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A A' B B' B'' C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 5 5 A A' B B' B'' C 2,00 2,30 2,30 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 5,23 1,71 2,32 1,35 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 5,23 1,71 2,32 1,35 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 5,23 1,71 2,32 1,35 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 5,23 1,71 2,32 1,35 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 5,23 1,71 2,32 1,35 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 5,23 1,71 3,67 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 6,93 3,67 3,40 6,93 3,67 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 6,93 3,67 3,40 6,93 3,67 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 6,93 3,67 3,40 6,93 3,67 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 1,50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TIENDA NPT=+0.10 1 2 3 4 5 6 7 8 PASAJE NPT=0.00 Junta de Separaciòn e=1" Madera e=1 1/2" Junta de Separaciòn e=1" Madera e=1 1/2" DUCTO PROY. TECHO DUCTO PROY. TECHO DUCTO PROY. TECHO SS.HH. NPT=0.00 PUERTA ENRROLLABLE VITRINA DE EXHIBICION SS.HH. 1 2 3 4 5 6 7 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MEZZANINE NPT=+3.00 Madera e=1 1/2" Madera e=1 1/2" DUCTO PROY. TECHO DUCTO PROY. TECHO SS.HH. 13 14 15 7 8 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 9 10 11 12 16 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Junta de Separaciòn e=1" Junta de Separaciòn e=1" VACIO PROY. TECHO VACIO PROY. TECHO SS.HH. 5 5 35 36 37 38 39 40 41 DUCTO PROY. TECHO VACIO PROY. TECHO 5 PRIMER PISO ESC:1/75 MEZZANINE ESC:1/75 SEGUNDO PISO ESC:1/75 5 5 VEREDA NPT=0.00 5 5 5 5 5 5 P-1 V-1 V-2 P-2 P-3 5 5 P-4 P-4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P-4 P-4 P-4 5 5 NPT=0.00 5 5 5 V-3 V-3' V-3'' V-3'' V-4 V-4 V-4 V-4 V-4 V-4 V-5 V-6 V-5 5 5 5 5 V-11 V-7 P-4 P-4 P-5 SS.HH. SS.HH. DEPOSITO NPT=+6.20 ALMACEN NPT=+6.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V-8 V-9 V-8 V-8 V-9 V-8 V-8 V-10 5 5 NPT=+3.00 V-3'' V-3'' 5 5 5 34 33 32 31 30 29 28 26 27 5 5 5 5 5 5 A A B B A A B B A A B B CUADRO DE VANOS SIMBOLO ANCHO ALTO ALFEIZAR P-1 4.75 2.35 --- P-2 4.75 2.45 --- P-3 4.75 2.45 --- P-4 4.75 2.10 --- P-5 4.75 2.10 --- V-1 0.65 2.05 0.30 V-2 1.975 2.05 0.30 V-3 0.80 0.70 1.90 V-3' 0.80 0.70 1.80 V-3'' 0.80 0.70 2.10 V-4 0.85 1.40 1.50 V-5 3.15 1.40 1.50 V-6 4.65 1.40 1.50 V-7 1.65 1.65 1.00 V-8 2.90 V-9 4.67 V-10 1.80 V-11 2.75 1.65 1.00 1.65 1.00 1.65 1.00 1.65 1.00 PROYECTO: \W1.5;COMERCIO - ALMACEN CORTE A-A ESC:1/75 ELEVACION ESC:1/75 CORTE B-B ESC:1/75 NPT=+3.00 NPT=+6.20 NPT=+9.40 NTT=+12.33 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TIENDA NPT=+0.10 ALMACEN NPT=+6.20 AZZOTEA NPT=+9.40 CALAMINA TRASLUCIDA CALAMINA TRASLUCIDA CALAMINA TRASLUCIDA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 HALL NPT=+3.00 ALMACEN NPT=0.00 TIENDA NPT=+0.10 MEZZANINE NPT=+3.00 ALMACEN NPT=+6.20 AZOTEA NPT=+9.40 PROYECTO: \W1.5;COMERCIO - ALMACEN 5 5 5 5 5 PROY. MEZZANINE CUADRO DE VANOS SIMBOLO ANCHO ALTO ALFEIZAR P-1 4.75 2.35 --- P-2 4.75 2.45 --- P-3 4.75 2.45 --- P-4 4.75 2.10 --- P-5 4.75 2.10 --- V-1 0.65 2.05 0.30 V-2 1.975 2.05 0.30 V-3 0.80 0.70 1.90 V-3' 0.80 0.70 1.80 V-3'' 0.80 0.70 2.10 V-4 0.85 1.40 1.50 V-5 3.15 1.40 1.50 V-6 4.65 1.40 1.50 V-7 1.65 1.65 1.00 V-8 2.90 V-9 4.67 V-10 1.80 V-11 2.75 1.65 1.00 1.65 1.00 1.65 1.00 1.65 1.00 SS.HH. NPT=0.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 D C B A 5 5 5 D C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 D C B A 5 5 5 D C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 D C B A 5 5 5 D C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA PROY. de VIGA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A A' B B' B'' C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 5 A A' B B'' C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A A' B B' B'' C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 5 5 A A' B B' B'' C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A A' B B' B'' C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 5 5 A A' B B' B'' C 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 5,23 1,71 2,32 1,35 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 5,23 1,71 2,32 1,35 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 5,23 1,71 2,32 1,35 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 5,23 1,71 3,67 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 5,23 1,71 2,32 1,35 3,40 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 ,03 4,88 4,70 4,70 4,88 5,23 1,71 2,32 1,35 3,40 4.88 4.70 4.70 4.88 .03 4.88 4.70 4.70 4.88 .03 4.88 4.70 4.70 4.88 6.93 3.67 3.40 6.93 3.67 3.40 4.88 4.70 4.70 4.88 .03 4.88 4.70 4.70 4.88 .03 4.88 4.70 4.70 4.88 .20 .10 .60 .70 .40 .20 .10 .60 .70 .40 .10 .60 .70 .40 .20 .10 .60 .70 .40 .10 .60 .70 .40 .20 .10 .60 .40 .10 .60 .40 .10 .60 .70 .40 JUNTA DE SEPARACION SISMICA=0.035 m .40 .10 .60 .70 .40 .10 .20 .15 .10 .30 .35 .40 .25 .30 .25 .25 .15 .30 PRIMER PISO ESC:1/75 .30 .60 ESPECIFICACIONES TECNICAS 1.00 CONCRETO CONCRETO ARMADO: Elementos estructurales: f'c=210 Kg/cm2 (en general) Elementos confinamiento: f'c=175 Kg/cm2 2.00 ACERO DE REFUERZO Fierro corrugado f'y=4200 Kg/cm2 (en general) 3.00 RECUBRIMIENTOS Vigas principales: 4.00cm Vigas secundarias: 2.50cm Aligerado: 2.50cm 4.00 CARGAS Aligerado e=0.20 m: 300 Kg/cm2 5.00 SOBRECARGA Primer Nivel y Mezzanine: 250 Kg/cm2 Segundo Nivel (azotea): 150 Kg/cm2 Escalera y Corredores: 400 Kg/cm2 6.00 PARAMETROS SISMICOS Z=0.30, U=1.50, C=2.50, S=1.20, R=6-8 7.00 NORMAS Normas Tecnicas Concreto Armado E-0.60 Normas Tecnicas de Albañileria E-0.70 Normas de Diseño Sismoresistente E-0.30 A.C.I. 2000 .10 .50 .70 .60 .10 VARIABLE .35 1.10 .35 .30 .176 1.10 .35 .35 .35 .35 e = 0.15 .30 .176 1.80 .70 .50 .80 .35 e = 0.15 .80 .35 .35 .177 .30 e = 0.15 1.45 .25 .177 .30 .30 1.42 .25 .80 .35 .80 .35 .35 .60 .60 .15 3.30 .15 .15 3.30 .15 3.60 2.30 .15 2.00 .15 .15 2.00 .15 3.60 2.30 .15 3.30 .15 .15 2.00 .15 3.60 2.30 .60 .60 .15 .60 .10 .20 1.60 .15 .20 1.10 .50 PRIMER PISO ESC:1/75 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 5 5 D C B A 5 5 5 D C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 VC (0.30 x 0.60) VC (0\fArial Narrow|b0|i0|c0|p34;.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) VC (0.30 x 0.60) 4 4 5 5 5 5 4 4 8 8 1 1 1 1 VC (0.30 x 0.60) 9 9 3 3 2 2 1 1 10 10 10 10 10 10 6 6 6 6 7 7 6 6 6 6 6' 6' \LSECCION 1-1 ESC:1/25 7 7 7 7 8 8 8 8 8 8 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 1 1 6 6 6' 6' 6 6 6' 6' 6 6 6' 6' PROYECTO: \W1.5;COMERCIO - ALMACEN 5 5 5 5 5 5 5 5 5 5 N.F.P N.F.P N.F.P N.F.P N.F.P N.F.P N.F.P N.F.P N.F.P N.F.P N.F.P N.F.P N.F.P 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 JUNTA DE SEPARACION SISMICA=0.035 m 5 5 5 5 5 5 5 5 5 5 \LSECCION 2-2 ESC:1/25 \LSECCION 3-3 ESC:1/25 \LSECCION 4-4 ESC:1/25 \LSECCION 5-5 ESC:1/25 \LSECCION 6-6 ESC:1/25 \LSECCION 7-7 ESC:1/25 \LSECCION 8-8 ESC:1/25 \LSECCION 9-9 ESC:1/25 \LSECCION 10-10 ESC:1/25 6 d 5/8" \LCORTE X-X (C-1) ESC:1/25 4 d 5/8" 4 d 1/2" 4 d 5/8" Est. d 3/8": 3@0.05; 4@0.10 3@0.15, Resto @ 0.20 5 5 5 5 5 5 5 5 \LC - 2 ESC:1/25 Est. d 3/8": 3@0.05; 4@0.10 3@0.15, Resto @ 0.20 \LC - 3 ESC:1/25 Est. d 3/8": 3@0.05; 4@0.10 3@0.15, Resto @ 0.20 \LC - 4 ESC:1/25 Est. d 3/8": 3@0.05; 4@0.10 3@0.15, Resto @ 0.20 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 4 d 5/8" \LVC (0.30 X 0.60) ESC:1/25 Est. d 3/8": 3@0.05; 4@0.10 3@0.15, Resto @ 0.20 5 5 2 d 1/2" ESPECIFICACIONES TECNICAS 1.00 CONCRETO CONCRETO SIMPLE: Cimientos Corridos: f'c=140 Kg/cm2 Sobecimientos: f'c=140 Kg/cm2 Solados: f'c=100 Kg/cm2 Flaso Piso: f'c=140 Kg/cm2 CONCRETO ARMADO: Zapatas, Vigas de Cimentacion: f'c=210 Kg/cm2 Columnas y Vigas: f'c=210 Kg/cm2 2.00 ACERO DE REFUERZO Fierro corrugado f'y=4200 Kg/cm2 (en general) 3.00 RESISTENCIA DEL TERRENO: Capacidad Portante Gt=0.85 Kg/cm2 4.00 RECUBRIMIENTOS Columnas Portantes: 4.00 cm Columnas de Confinamiento: 2.50 cm Escaleras: 3.00 cm Vigas de Cimentacion: 4.00 cm Zapatas: 4.00 cm lateral, 7.5 cm fondo 5.00 TABIQUERIA: El ladrillo para tabiquería será KK tipo IV, de 06 huecos de 9x13x24 cm en los muros de lindero y/o perímetro, acentado con mortero C/A, 1:5 y espesor de junta 1.50 cm., con resistencia f'm=40 Kg/cm2 6.00 SOBRECARGA: Primer Nivel y Mezzanine: 250 Kg/cm2 Segundo Nivel (azotea): 100 Kg/cm2 Escalera : 400 Kg/cm2 7.00 PARAMETROS SISMICOS Z=0.30, U=1.00, C=2.50, S=1.20, R=8 8.00 NORMAS R.N.E. Cargas E-0.20 R.N.E. Concreto Armado E-0.60 R.N.E. Diseño Sismoresistente E-0.30 A.C.I. 318.5-2003 9.00 SISTEMA ESTRUCTURAL El sistema es (aporticado) X X 5 5 5 5 5 \LDETALLE ANCLAJE TIPICO (C-1) COLUMNA - VIGA DE CIMENTACION - ZAPATA ESC:1/25 Cimentación Corrido Est. d 3/8": 1@0.05; 1@0.10, Resto @ 0.20 Viga de Cimentación VARIABLE Est. d 3/8": 3@0.05; 4@0.10 3@0.15, Resto @ 0.20 5 SOLADO N.F.P N.F.P 5 5 5 .176 5 5 5 5 5 1 d 3/8" @ 0.25 1 d 1/2" @ 0.15 1 d 1/2" @ 0.15 1 d 3/8" @ 0.25 1 d 1/2" @ 0.20 e = 0.15 1 d 1/2" @ 0.20 1 d 3/8" @ 0.25 5 .176 NIVEL=+2.12 NIVEL=+3.00 5 VA-5 (0.25 X 0.30) VA-2 (0.25 X 0.20) VA-5 (0.25 X 0.30) VA-2 (0.25 X 0.20) VA- VA VP-102 (0.30 X 0.55) VA-5 (0.25 X 0.30) NIVEL=+6.20 NIVEL=+4.60 NIVEL=+4.60 NIVEL=+3.00 NIVEL=0.00 5 5 5 5 e = 0.15 5 5 5 1 d 1/2" @ 0.20 1 d 1/2" @ 0.20 1 d 3/8" @ 0.25 1 d 1/2" @ 0.20 1 d 1/2" @ 0.15 1 d 1/2" @ 0.20 1 d 3/8" @ 0.25 .177 5 e = 0.15 5 5 .177 5 5 5 5 5 5 5 5 5 1 d 3/8" @ 0.25 1 d 3/8" @ 0.25 1 d 1/2" @ 0.15 \LESCALERA TRAMO 1 ESC:1/25 S/C = 250 Kg/m2 \LESCALERA TRAMO 2 ESC:1/25 S/C = 250 Kg/m2 \LESCALERA TRAMO 3 ESC:1/25 S/C = 250 Kg/m2 \LESCALERA TRAMO 4 ESC:1/25 S/C = 250 Kg/m2 PISO CONCRETO f'c = 175 Kg/cm2 \LDETALLE DE JUNTA DE DILATACION LLENADO CON BREA MATERIAL DE RELLENO SELECCIONADO COMPACTADO AL 95% JUNTA DE DILATACION = 0.035 LLENADO OCN BREA DESCRIP. TIPO Z - 1 Z - 2 Z - 3 Z - 4 Z - 5 Z - 6 a x b As h CANTIDAD 1.80 x 1.80 d 5/8" @0.15 a/l 0.50 09 1.50 x 1.50 d 5/8" @0.15 a/l 0.50 21 1.35 x 1.35 d 5/8" @0.15 a/l 0.50 04 1.88 x 1.50 d 5/8" @0.15 a/l 0.50 04 2.20 x 1.80 d 5/8" @0.15 a/l 0.50 02 1.20 x 1.20 d 5/8" @0.15 a/l 0.50 06 DESCRIP. TIPO C - 1 C - 2 C - 3 C - 4 1er NIVEL 2do NIVEL CANTIDAD ESTRIBOS a x b Az a x b Az 0.35 x 0.40 6 d 5/8" y 2 d 1/2" 0.30 x 0.15 0.30 x 0.25 0.25 x 0.25 CUADRO DE ZAPATAS f'c = 210 Kg/cm2 CUADRO DE COLUMNAS f'c = 210 Kg/cm2 Und 45 02 05 01 Estribos d 3/8": 3 @ 0.05; 4 @ 0.10; 3 @ 0.15; Resro @ 0.20 c/e 4 d 5/8" y 2 d 1/2" 4 d 5/8" y 2 d 1/2" 4 d 5/8" y 2 d 1/2" 0.35 x 0.40 6 d 5/8" y 2 d 1/2" - - - 0.30 x 0.25 0.25 x 0.25 - - - 4 d 5/8" y 2 d 1/2" 4 d 5/8" y 2 d 1/2" 5 5 5 5 5 5 5 5 PROYECTO: \W1.5;COMERCIO - ALMACEN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LPLANTA TANQUE ELEVADO CAP. 7.25 m3 ESC:1/25 \LLOSA SUPERIOR TANQUE ELEVADO CAP. 7.25 m3 ESC:1/25 \LLOSA INFERIOR TANQUE ELEVADO CAP. 7.25 m3 ESC:1/25 1 d 3/8" @ 0.20 Tapa de plancha metalica 1 d 3/8" @ 0.20 1 d 3/8" @ 0.20 1 d 3/8" @ 0.20 1 d 1/2" 1 d 1/2" 5 5 A A A A A A \LCORTE A-A TANQUE ELEVADO CAP. 7.25 m3 ESC:1/25 \LESTRUCTURA TANQUE ELEVADO CAP. 7.25 m3 ESC:1/25 \LINSTALACIONES TANQUE ELEVADO CAP. 7.25 m3 ESC:1/25 1 d 1/2" @ 0.20 1 d 1/2" @ 0.20 Losa maciza e=0.20m malla d 1/2" @0.20 5 5 5 Escalera de Gato Tub. Galv. d 1/2" d 3/8" @ 0.15 d 3/8" @ 0.15 d 1/2" @ 0.20 5 1.60 5 5 d 3/8" @ 0.15 Tapa de plancha metalica 5 .50 Las paredes interioeres y fondo seran con tarrajeo pulido e impermeabilizante Tuberia de Alimentacion d 1" Malla Mosquetera Tapa de plancha metalica Control Electrico Tuberia de Rebose d 2" Tuberia de impulsion d 1" Conexion de arranque y parada automatico 2TW Nº16 - PVC sel 12.5 mm Nivel de Parada de la Bomba Nivel de Arranque de la Bomba Tuberia de Limpieza d 2" Rompe Agua Z-3 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 Z-2 Z-2 Z-2 Z-4 Z-2 Z-1 Z-1 Z-1 Z-5 Z-3 Z-2 Z-2 Z-2 Z-4 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 Z-2 Z-2 Z-2 Z-4 Z-1 Z-1 Z-1 Z-5 Z-2 Z-2 Z-2 Z-4 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 Z-2 Z-2 Z-2 Z-3 Z-1 Z-1 Z-1 Z-2 Z-2 Z-2 Z-2 Z-3 C-1 C-1 C-1 C-1 C-1 C-1 Z-2 Z-6 Z-6 Z-6 Z-6 Z-6 Z-6 C-2 C-3 C-3 C-3 C-3 C-3 C-4

Language	Spanish
Drawing Type	Plan
Category	Retail
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File Type	dwg
Materials	Other
Measurement Units	Metric
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Tags	architectural, armazenamento, autocad, barn, celeiro, comercial, commercial, DWG, FOUNDATION, grange, lightweight, plan, plans, scheune, storage, warehouse

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