Commercial Hotel DWG Block for AutoCAD

Commercial Hotel DWG Block for AutoCAD

ARCHITECTURE; STRUCTURES; PLUMBING AND ELECTRICAL

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

variable, foundation, foundations, technical specifications, concrete:, masonry:, coatings:, steel:, terrain:, responsible:, plan :, project, owner:, scale :, date :, sheet :, foundations, shoe box , floor, mezzanine, table of columns, stirrups, cut a – a, typical shoe, compacted sand, vacuum, second lightened, staircase, patio, lightened mezzanine, empty, first lightened, empty on stairs, empty, concrete portico, plane of lightened, typical cut of slab lightened, lightened, third and fourth lightened, details of façade plate, cut a – a, cut b – b, cut w – w, cut t – t, cut p – p, cut q – q, lightened roof, tank lid structure, tank bottom structure, u – u cut, top, beam goes, first section, second, typical, indicated, details of beams, stairs, second section, third section, rest, fourth section, second floor, with column, detail meeting wall, bathroom, patio, be vice, men, ladies, pantry, kitchen, reception, restaurant, laundry, floor polished cement, deposit, tendal, pipeline, first level plant, ironing cto, cut b – b, cut a – a, cut c – c, income , kitchen, sshh, second and third lightened, third typical section, third floor, box type frame, width, height, doors, type, observations, windows, box vain, alfeizar, wood counterplate, glass block, main elevation, box, bar, sink, sa, b, meter, monofasico, general board, ground, outlet for automatic t. elevated, up to the mezzanine board, mezzanine, mezzanine floor, wait, come to the mezzanine board, bedroom, double, simple, jacussi, matrimonial, roof, thermas, technical specifications, the conductors will be pvc pipes and with diameters as indicated in the flat, from box to box., galvanized, manufactured by stamping iron of minimum thickness of type, boxes for switches receptacles centers etc. they will be of the iron type, appropriate for each exit., the box the frame and the lid with sheet and the bars and switches, that should go, the distribution board will be constituted by a metallic cabinet formed by, isolated from the whole cabinet. , well to ground, comes from electronorte, general diagram of feeders, first floor – hostel, general board, second floor – hostel, third floor – hostel, fourth floor – hostel, interconnection box, first floor, fourth floor, electronivel exit , for elevated tank, diagram of the electrical system, electric pump, comes from the service panel, level of electronivel, for cistern, cistern, elevated, tank, stop level, start level, ground line, thermo magnetic keys, comes from meter, three phase, goes to general board, reserve, to earth, detail of laying, copper rod, electrolytic, mixed sifted earth, with thorgel, clamp or connector, concrete cover, bare wire, electrical installations, piping empotr ada in floor d indicated in single line diagram, exit for wall lighting, khw meter for installation, legend, monofasic outlet with earth bar of universal type, outlet for wall pass box in octagonal box, single line diagram, unipolar single, double, triple box switch, symbology, description, and protective cover against humidity, tp.e, tp.i, thermomagnetic switch, differential switch, single unipolar switch, double box fºgº, see detail, underground – alternative to, plant first floor, second floor, third floor plant, comes from enosa, first floor – restaurant, terminals terminal, circuit, int., foundation, floor, anchor columns, foundation, overburden, roof, court b – b, location of, general technical specifications, admissible pressure of the land, regulations used for the design, overloads, coatings, brick, mortar, concrete, -ceme nto: portland type i – normal, – national building regulations, – itintec standards, roof level, level control, vacuum interrupter, level. pump stop, niv. boot pump, union pipe, drainage and ventilation pipes seran, drain, properly tarrajeadas., the following test:, elevated will be protected with mosquito net, before covering the drainage pipes will be made, the minimum slope of the pipes drainage, all ventilation pipes will be pvc, pvc with indicated characteristics., the boxes will be made of simple concrete, the outlets for tank and tank overflow, in ventilation hat., without allowing leaks., will be filled with water, after plugging the, reinforced concrete cover, mosquito net, protected exit with, goes to drain, detail of overflow in tank, technical specifications, for the wall., and go between universal joints., perform the following test:, minutes without allowing leaks. Valves

Raw text data extracted from CAD file:

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.90 .90 .90 1.00 1.00 2.80 1.82 12.45 .15 3.10 .20 2.80 .20 2.80 .20 2.80 .20 12.45 .50 2.50 .50 2.00 2.00 2.80 1.80 .40 1.80 .40 .10 .10 1.00 1.00 1.80 .40 1.80 .40 .10 .10 1.00 1.00 .40 1.50 1.10 .60 1.10 .60 .15 3.10 .20 2.80 .20 2.80 .20 .80 10.25 .15 3.10 .20 2.80 .20 2.80 .20 .80 10.25 .95 .30 1.00 .30 1.00 .30 2.25 .30 2.10 1.00 .15 2.78 2.45 2.78 8.00 2.48 3.98 3.80 2.65 3.30 3.50 20.00 2.48 3.98 3.80 2.65 3.30 3.50 20.00 4.00 .75 3.25 8.00 1.20 1.50 1.20 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.30 1.30 .80 .30 .80 .30 .80 .30 .35 .25 .35 .25 .10 .45 .35 .30 1.40 .65 .50 .65 .15 .35 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.30 .45 .35 .25 .25 .30 .30 .25 .25 .30 .30 .30 .30 .25 .25 .15 .30 .25 .25 .25 .25 .30 .25 .30 .30 2.78 2.45 2.78 8.00 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .30 2.48 3.98 3.80 2.65 3.30 3.50 20.00 4.00 .75 3.25 8.00 .25 2.40 .25 2.20 .25 2.40 .25 .30 3.05 .30 3.00 .30 2.35 .30 3.50 .30 3.70 .25 2.10 .25 .30 3.05 .30 3.00 .30 2.35 .30 3.50 .30 3.70 .25 2.10 .25 2.25 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .75 .75 .75 .75 .75 .60 .75 .60 .75 1.00 .60 1.00 .60 1.00 1.00 1.00 1.00 .75 .60 .75 .60 .75 1.00 .60 1.00 .60 .75 .75 .75 .75 .75 .75 .75 .75 1.00 1.00 1.00 1.00 .60 .60 1.00 .60 1.00 .60 2.78 2.45 2.78 8.00 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .30 2.48 3.98 3.80 2.65 3.30 3.50 20.00 4.00 .75 3.25 40.00 .30 2.35 .30 3.50 .30 3.70 .25 .30 2.35 .30 3.50 .30 3.70 .25 .25 2.40 .25 2.20 .25 2.40 .25 .30 3.05 .30 3.00 2.10 .25 .30 3.05 .30 3.00 2.10 .25 3.80 2.65 3.30 3.80 2.65 3.30 .30 3.00 .30 2.35 .30 .30 3.00 .30 2.35 .30 3.50 .30 3.50 .30 .75 .75 1.00 1.00 1.00 1.00 1.00 1.00 .75 .75 .75 .60 .75 .60 .75 1.00 .60 1.00 .60 1.00 1.00 .75 1.00 1.00 1.00 1.00 .60 .75 .60 .75 1.00 .60 1.00 .60 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .70 .70 .60 .60 .75 .60 .75 1.00 .60 1.00 .60 .70 .70 .60 .75 .75 1.00 1.00 .70 .70 .60 .75 .75 1.00 1.00 .70 .70 .60 .60 .75 .60 .75 1.00 .60 1.00 .60 .60 .30 .60 .30 .30 .25 .30 .25 .30 .25 .40 .40 .30 .60 .60 2.50 2.50 .60 .35 .80 .60 .80 .35 .35 .30 .90 .35 .35 1.20 .35 1.20 .90 .35 .35 \A1;8.10 .45 .45 .30 1.10 .40 .70 .35 .95 1.45 .40 .35 .30 \A1;1.20 \A1;1.17 \A1;0.15 \A1;0.40 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.15 \A1;0.35 \A1;0.15 \A1;0.40 \A1;0.50 \A1;0.15 \A1;0.35 0.40 0.30 0.20 0.40 0.40 0.10 0.10 0.30 0.10 0.30 .05 0.15 0.10 .20 .20 .30 .20 .20 .25 .30 .25 .30 .25 CIMENTACION C-3 C-3 C-1' C-1' C-1' C-4 C-4 C-4 C-4 C-1' C-1' C-1' C-1 C-1 C-6 C-6 C-2 C-5 C-5 C-4 C-4 VC - 1 VC - 2 VC - 2 VC - 3 VC - 3 VC - 4 VC - 4 VC - 3 VC - 3 Z-2 Z-4 Z-4 Z-2 Z-1 Z-4 Z-5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 A A A A 4 A A A A A A A A C C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 5 5 F D C B A E F 5 A 1 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 F D C A B A E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VC - 6 VC - 6 C-6 C-5 DE CIMENTACION ESPECIFICACIONES TECNICAS \W5.15464; 2 - UNIDAD DE ALBAÑILERIA HECHA A MAQUINA f 'm=35 Kg/cm - MORTERO DE CEMENTO: 1:5 \W5.15464; 2 \W5.15464; 2 \W5.15464; qa = 0.80 Kg/cm \W5.15464; fy = 4200 Kg/cm \W5.15464; 2 - ZAPATAS ARMADAS, VIGAS DE CIMENTACION COLUMNAS, ESCALERAS: f 'c=210 Kg/cm - CIMIENTO CORRIDO: 1/10+30% PIEDRA DE 6" max. - SOBRECIMIENTOS: 1/8+25% PIEDRA DE 4" max. CONCRETO : ALBAÑILERIA : RECUBRIMIENTOS : ACERO : TERRENO : - LOSAS Y ESCALERA 2.00 cm - CIMIENTOS Y ELEMENTOS DE CIMENTACION VACEADOS DIRECTAMENTE SOBRE EL TERRENO 7.00 cm - COLUMNAS, ZAPATAS SOBRE SOLADO Y ELEMENTOS DE CIMENTACION ENCOFRADOS 4.00 cm ESCALA 1/50 RESPONSABLE : PLANO: PROYECTO PROPIETARIO : E-1 1 / 50 ESCALA: FECHA: LAMINA: CIMENTACIÓN "HOSTAL DOS ESTRELLAS" 100 X 70CMS PLOTEAR EN ESCALA 1/50 Z-5 Z-4 Z-3 Z-3 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 VC - 5 VC - 5 VC - 2 VC - 2 Z-1 2.50 x 1.50 H= 0.45 1er CUADRO DE ZAPATAS PISO Y MEZANINE Z-5 Z-1 Z-2 Z-3 Z-4 Z-2 2.50 x 1.30 H= 0.45 Z-3 1.50 x 1.50 H= 0.45 Z-4 1.50 x 1.20 H= 0.45 Z-5 1.20 x 1.20 H= 0.45 C-2 C-1 C-4 C-5 d .30 6 d 3/4" 1er CUADRO DE COLUMNAS PISO .30 X .30 .25 X .25 ESTRIBOS d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 4 d 3/4" + 2d 5/8" C-3 4 d 5/8" .25 X .25 C-6 .25 X .25 5 5 .30 5 5 5 3ro y PISO Y MEZANINE 5 5 5 5 5 5 .30 X .30 6 d 3/4" .30 X .30 6d 5/8" 4 d 5/8" + 2d 1/2" .25 X .25 4 d 5/8" 4 d 5/8" VIGA DE CIMENTACION VC - 1 (.30X.80) 1 1 F A 2 d1/2" 3 d5/8" 3 d5/8" d 3/8" 1@ .05 - 8@ .10 - 3@0.15 Resto @ .20 CORTE 1 - 1 3 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 2 d1/2" VIGA DE CIMENTACION VC - 2 (.30X.80) 2 2 F A 2 d1/2" 3 d5/8" 3 d5/8" CORTE 2 - 2 3 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 2 d1/2" d 3/8" 1@ .05 - 8@ .10 - 3@0.15 Resto @ .20 2 d3/4" 2 d5/8" 2 d5/8" 2' 2' 2' 2' CORTE 2' - 2' 3 d5/8" 5 d5/8" 5 5 ESC. 1/25 2 d1/2" 2 d3/4" VIGA DE CIMENTACION VC - 3 (.25X.35) 3 3 3 3 A 3 d5/8" 3 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 B E A 3 d5/8" CORTE 3 - 3 2 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 VIGA DE CIMENTACION VC - 4 (.25X.35) 4 4 4 4 A 2 d5/8"+1d1/2 2 d5/8"+1d1/2 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 B E A CORTE 4 - 4 2 d5/8" 2 d5/8" 5 5 ESC. 1/25 ESC. 1/25 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 2 d5/8"+1d1/2 1 d1/2" SOLADO fc=100 Kg/cm CEMENTO HORMIGON 1:12 d1/2"@.20 N. EXC -1.40 5 5 5 CONCRETO F'C 210 kg/cm2 4 d5/8" +2d1/2" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 5 5 VIGA DE CIMENTACION VC - 5 (.25X.35) ESC. 1/25 CORTE A - A ESC. 1:20 5 5 N. EXC -0.65 5 N.PT. 0.15 5 5 5 .30 X .15 6 d1/2" 5 5 .25 X .25 5 5 d 3/8" 1@ .05 - 6@ .10 - 3@.15 Resto @ .20 d 1/4" 1@ .05 - 6@ .10 - 4@.15 Resto @ .20 2do PISO 4to ESC. 1:20 ZAPATA TIPICA N.T ± 0.00 SOLADO fc=100 Kg/cm CEMENTO HORMIGON 1:12 ARENILLA COMPACTADA d1/2"@.20 VC - 3 N.PT. 0.15 5 N. EXC -1.40 5 5 5 5 CONCRETO F'C 210 kg/cm2 5 V A C I O V A C I O SEGUNDO ALIGERADO VP- 303 VP- 303 VP- 303 VP- 302 VP- 302 VP- 302 VP- 301 VP- 301 VP- 301 VP- 301 VP- 301 VP- 301 VP- 300 VP- 300 VA- 2 VA- 2 VA- 2 VS- 307 VS- 307 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 V A C I O ESCALERA VA- 2 VA- 1 V A C I O V A C I O VS- 305 VP- 302 VP- 302 VP- 302 VP- 301 VP- 301 VP- 301 VP- 301 VP- 301 VP- 301 VP- 304 VP- 300 VP- 300 VA- 2 VA- 2 VA- 2 VS- 307 VS- 307 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 V A C I O ESCALERA VA- 2 VA- 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 5 5 F D C B A E F A 1 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 F D C A B A E F PATIO ALIGERADO MEZZANINE VP- 103 VP- 103 VP- 103 VP- 101 VP- 101 VP- 101 VP- 101 VP- 101 VP- 101 VA 5 5 5 5 5 5 5 5 5 5 5 5 VS- 105 1d1/2" 1d1/2" VS- 107 VS- 107 5 5 VA- 1 VA- 2 VS- 106 VACIO SOBRE VS- 105 VP- 103 VP- 103 VP- 103 VP- 102 VP- 101 VP- 101 VP- 101 VP- 101 VP- 101 VP- 101 VA- 2 VP- 104 5 5 5 5 5 5 1d3/8" 5 5 5 5 5 5 VS- 105 1d1/2" 1d1/2" VS- 107 VS- 107 5 5 VA- 1 VA- 2 VS- 106 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 5 5 F D C B A E F 5 A 1 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 F D C A B A E F V A C I O PRIMER ALIGERADO VP- 203 VP- 203 VP- 203 VP- 202 VP- 202 VP- 202 VP- 201 VP- 201 VP- 201 VP- 201 VP- 201 VP- 201 VP- 200 VA- 2 VS- 205 VP- 200 VS- 207 VS- 207 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V A C I O ESCALERA VA- 1 V A C I O VS- 205 VP- 203 VP- 203 VP- 203 VP- 202 VP- 202 VP- 202 VP- 201 VP- 201 VP- 201 VP- 201 VP- 201 VP- 201 VP- 200 VA- 2 VS- 205 VP- 204 VP- 200 VS- 207 VS- 207 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V A C I O ESCALERA VA- 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 5 5 F D C B A E F 5 A 1 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 F D C A B A E F 5 VACIO SOBRE ESCALERA VACIO SOBRE ESCALERA VACIO V A C I O V A C I O T T W W ver detalle D-2 Pórtico de concreto (lámina E-3) ver detalle D-1 Pórtico de concreto (lámina E-3) RESPONSABLE : PLANO: PROYECTO PROPIETARIO : E-2 1 / 50 ESCALA: FECHA: LAMINA: PLANO DE ALIGERADO ESC. 150 ESC. 150 ESC. 150 "HOSTAL DOS ESTRELLAS" 100 X 70CMS PLOTEAR EN ESCALA 1/50 ACERO DE TEMPERATURA = d1/4"@ 0.25 0.40 CORTE TIPICO DE LOSA ALIGERADA 0.30 0.20 0.40 0.40 0.10 0.10 0.30 0.10 0.30 .05 ESC. 1:10 0.15 0.10 ESPECIFICACIONES TECNICAS DE ALIGERADO - \fArial|b0|i0|c0|p34;VIGAS, LOSA ALIGERADA = 210Kg/cm CONCRETO : - fy = 4200 Kg/cm ACERO : - \fArial|b0|i0|c0|p34;\H1.25x;VIGAS = 4 cm RECUBRIMIENTOS : - \fArial|b0|i0|c0|p34;\H1.25x;DINTELES, LOSA ALIGERADA, VIGAS CHATAS Y LOSAS = 2.5 cm - ESCALERAS = 300 Kg/m - ALIGERADO = 300 Kg/m S / C : - AZOTEA = 200 Kg/m \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 100 X 70CMS PLOTEAR EN ESCALA 1/50 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" VP- 102 VP- 102 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VA- 2 VA- 2 V A C I O V A C I O TERCER y CUARTO ALIGERADO VS- 405 VS- 405 VP- 403 VP- 403 VP- 403 VP- 402 VP- 402 VP- 402 VP- 401 VP- 401 VP- 401 VP- 401 VP- 401 VP- 401 VP- 400 VP- 400 VS- 407 VS- 407 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 5 V A C I O ESCALERA VA- 2 VA- 2 VA- 2 VA- 2 VS- 405 VA- 1 VA- 1 VA- 1 V A C I O V A C I O VP- 401 VP- 401 VP- 401 VP- 401 VP- 400 VS- 405 VP- 404 VP- 404 VP- 400 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VA- 1 VA- 1 VA- 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 5 5 F D C B A E F 5 A 1 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 F D C A B A E F V A C I O V A C I O VP- 601 VP- 601 VP- 601 VP- 601 VP- 601 VP- 601 1d1/2" 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 V A C I O ESCALERA VA- 2 VA- 2 VA- 2 VA- 2 V A C I O V A C I O VS- 605 VP- 601 VP- 601 VP- 601 VP- 601 VP- 601 VP- 601 VS- 605 VP- 604 VP- 604 5 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 V A C I O ESCALERA VA- 2 VA- 2 VA- 2 VA- 2 DETALLES DE PLACA DE FACHADA a a a a a a a a a a a a a a a a b b b b CORTE a - a 5 5 d 3/8" @ .20 d 3/8" @ .20 VIGA VP 200 5 5 5 5 d 3/8" @ .20 d 3/8" @ .20 4 d 3/8" 4 d 3/8" d1/4" @ .15 d1/4" @ .15 CORTE b - b 5 5 5 5 5 5 VARIABLE 5 5 5 5 5 VIGA VP 200 VIGA VP 300 d 3/8" @ .20 d 3/8" @ .20 5 d 3/8" @ .20 d 3/8" @ .20 CORTE W - W CORTE T - T 5 5 5 5 5 VIGA VP 200 d 3/8" @ .25 DETALLE D - 1 5 5 5 5 5 VIGA VP 100 d 3/8" @ .20 d 3/8" d 1/2" @ .20 d 3/8" @ .20 d 3/8" @ .20 5 5 5 .40 5 4 d 3/8" d 3/8" VIGA VP 200 d 3/8"@.20 CORTE P - P 4 d 3/8" 5 P P d 3/8"@.20 6 d 1/2" d 3/8"@.15 d 3/8"@.20 DETALLE D - 2 CORTE Q - Q d 3/8"@.15 6d 1/2" d 3/8"@.15 5 5 5 5 5 5 Q Q 5 5 5 5 5 V A C I O V A C I O 5 5 5 5 5 5 5 5 5 6 4 3 6 4 3 5 5 5 5 5 5 5 5 5 5 5 5 5 3 4 6 5 3 4 6 5 ALIGERADO AZOTEA (Pórtico de Ingreso) (Pórtico de Ingreso Hotel) RESPONSABLE : PLANO: PROYECTO PROPIETARIO : E-3 1 / 50 ESCALA: FECHA: LAMINA: 4º y 5º ALIGERADO Y DETALLES ESTRUCTURALES ESC. 1/20 ESC. 1/20 ESC. 1/20 ESC. 1/20 ESC. 1/20 ESC. 1/20 ESC. 1/20 ESC. 1/20 ESC. 1/20 5 5 5 5 5 5 5 5 ESC. 150 ESC. 150 "HOSTAL DOS ESTRELLAS" 100 X 70CMS PLOTEAR EN ESCALA 1/50 VA- 2 VA- 2 VP- 204 VP- 304 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 605 VS- 605 VS- 605 VS- 605 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" VIGA VP-101 = 201= 301=401=501 (.30 X .60) 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 8@ .10 - 3@.15 Resto @ .20 A F 3 3 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 4 4 3 d3/4" 3 d3/4" 3 d5/8" 3 d5/8" A F ESC. 1:25 3 d3/4" 2 d5/8" CORTE 3 - 3 5 5 ESC. 1:25 3 d5/8" 3 d3/4" 4 4 4 d5/8" CORTE 4 - 4 5 5 ESC. 1:25 3 d5/8" 3 d3/4" VIGA VP-102 = 202= 302=402 (.25 X .30) 2 d5/8" 2 d5/8" A F 5 5 2 d5/8" 2 d5/8" 1 d1/2" 6 6 2 d5/8" 2 d5/8" A F ESC. 1:25 2 d5/8" 2 d5/8" CORTE 5 - 5 5 5 ESC. 1:25 2 d5/8" 2 d1/2" 6 6 2 d5/8" 2 d5/8" 2 d1/2" 1 d1/2" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 2 d1/2" 2 d1/2" 2 d5/8" CORTE 6 - 6 5 5 ESC. 1:25 2 d5/8" 2 d1/2" B E VIGA VP-103 = 203= 303=403=503 (.25 X .30) 2 d5/8" 2 d5/8" A F 2 d5/8" 2 d5/8" 2 d5/8"+1d1/2" A F ESC. 1:25 2 d5/8" CORTE 7 - 7 5 5 ESC. 1:25 2 d5/8" 2 d1/2" 7 7 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 B E 2 d5/8"+1d1/2" 2 d5/8"+1d1/2" 7 7 7 7 2 d1/2" 2 d1/2" d 1/4" @ 0.15 CORTE A - A 5 5 ESC. 1:25 3 d1/2" 3 d1/2" VIGA VP-104 (.25 X .30) 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 2 d5/8" 2 d5/8" 8 2 d5/8" CORTE 15 - 15 2 d5/8" 2 d5/8" 6 5 4 3 2 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 7 VIGA VS-105 = 204= 304=404=504 =604 (.25 X .30) 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 8 2 d5/8" 8 6 5 4 3 2 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 7 5 5 ESC. 1:25 8 8 8 8 8 8 8 8 8 5 5 5 5 5 5 5 5 5 5 5 U U ESTRUCTURA DE TAPA CISTERNA ESC. 1:25 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 5 5 5 5 5 5 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 5 5 U U ESTRUCTURA DE FONDO CISTERNA ESC. 1:25 1d1/2"@.15 1d1/2"@.15 d3/8"@.15 d3/8"@.15 d1/2"@.15 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE U - U ESC. 1:25 d1/2"@.15 d1/2"@.15 d3/8"@.15 d1/2"@.15 d3/8"@.15 d3/8"@.15 d1/2"@.15 d3/8"@.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 tapa 3 d1/2" d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 VIGA VA VIGA VA-1 VIGA VA-2 3 d1/2" 3 d1/2" 3 d1/2" 4 d1/2" 3 d1/2" d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 VIGA VA VIGA VA-1 VIGA VA-2 5 5 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 8 CORTE 19 - 19 3 d1/2" 19 19 3 d1/2" 3 d1/2" d 3/8" 1@ .05 - 5@ .15 Resto @ .20 7 VIGA VS-107 = 207= 307=407 (.25 X .30) 8 CORTE 19 - 19 3 d1/2" 19 19 3 d1/2" 3 d1/2" d 3/8" 1@ .05 - 5@ .15 Resto @ .20 7 5 5 ESC. 1:25 ESC. 1:25 2 1 8 7 6 5 4 3 d3/8" @ 0.20 d1/2"@ 0.15 d3/8" @ 0.15 d3/8" @ 0.15 d3/8" @ 0.15 d3/8"@ 0.15 e = 0.15 PRIMER TRAMO PASOS 1-8 5 d1/2"@0.15 13 d3/8" @0.20 d3/8"@0.15 5 0.15 14 12 11 10 9 5 SEGUNDOTRAMO ESC. 1:20 15 16 TIPICO 8 MEZANINE d3/8"@0.15 d1/2"@0.15 d3/8" @0.20 d3/8"@0.15 ESC. 1:20 ESCALERA Nº 2 RESTAURANTE RESPONSABLE : PLANO: PROYECTO PROPIETARIO : E-4 INDICADA ESCALA: FECHA: LAMINA: DETALLES DE VIGAS, ESCALERAS 5 5 5 "HOSTAL DOS ESTRELLAS" 0.50 2 1 10 9 8 7 6 5 4 3 d3/8" @ 0.20 d1/2"@ 0.15 d1/2" @ 0.15 d3/8" @ 0.15 d3/8" @ 0.15 2d5/8" 2d5/8" d1/2"@ 0.15 e = 0.15 d 3/8" @ .0.15 PRIMER TRAMO PASOS 1-10 5 5 15 d3/8" @0.15 d3/8"@0.15 d1/2"@ 0.15 5 d1/2"@0.15 16 14 13 12 11 5 SEGUNDO TRAMO PASOS 10-16 ESC. 1:20 d3/8"@0.15 10 d1/2"@0.15 d1/2"@0.15 VIGA VA-2 d 3/8" @ .0.15 2d5/8" 2d5/8" e = 0.15 MEZANINE 5 0.50 21 d3/8" @0.15 d1/2"@0.15 22 20 19 18 17 5 TERCER TRAMO PASOS 16-22 ESC. 1:20 16 d1/2"@0.15 d1/2"@0.15 e = 0.15 MEZANINE DESCANSO 5 0.50 d1/2"@0.15 26 d3/8" @0.20 d1/2"@0.15 5 0.15 27 25 24 23 22 5 CUARTO TRAMO ESC. 1:20 28 29 TIPICO 21 SEGUNDO PISO d3/8"@0.15 d1/2"@0.15 d3/8" @0.20 d1/2"@0.15 5 0.50 5 5 5 CIMENTACION 2 d1/4" @ 3 HILADAS CON COLUMNA ESC. 1:20 DETALLE ENCUENTRO DE MURO 0.40 0.40 VIGA VP-100 = 200= 300=400=500 (.30 X .40) CORTE 1 - 1 1 1 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 2 2 2 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 2 d3/4" 2 d3/4" 2 d5/8" 2 d5/8" 2 d5/8" A C F CORTE 2 - 2 2 d5/8" 2 d3/4" 4 d5/8" CORTE 1 - 1 1 1 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 2 2 2 2 d3/4" 2 d3/4" 2 d5/8" 2 d5/8" 2 d5/8" A C F 2 d5/8" 2 d3/4" 2 d5/8" CORTE 2 - 2 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 5 5 5 5 5 5 5 5 VIGA VP-204 = 304= 404=504 (.30 X .45) 6 6 3 d5/8" 2 d5/8" 3 d5/8" 2 d5/8" 5 5 5 5 d 3/8" 1@ .05 - 8@ .10 - 3@.15 Resto @ .20 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 3 d3/4" 3 d3/4" 2 d3/4" 2 d3/4" A D F 3 d5/8" CORTE 5 - 5 3 d5/8" CORTE 6 - 6 5 d3/4" 2 d3/4" 5 d3/4" 6 6 3 d5/8" 2 d5/8" 3 d5/8" 2 d5/8" 5 5 5 5 3 d3/4" 3 d3/4" 2 d3/4" 2 d3/4" A D F CORTE 5 - 5 CORTE 6 - 6 2 d3/4" 2 d3/4" 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 N. EXC -1.20 N. EXC -1.20 N. EXC -0.65 C-2' 4 d 5/8" + 2d 1/2" C-1' 4d 3/4" + 4d5/8" .30 X .45 .45 5 4d 3/4" + 2d5/8" .30 X .45 .35 .25 C-2' d .35 8 d 5/8" 5 5 .30 X .30 6d 5/8" 19 20 21 22 23 24 25 18 17 16 15 14 13 12 DORMITORIO 06 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 05 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 04 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 03 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 02 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 01 PISO CERAMICO .30x.30 NPT +3.45 PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO V A C I O DORMITORIO 13 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 12 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 11 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 10 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 08 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 07 PISO CERAMICO .30x.30 NPT +6.45 PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO V A C I O 1 2 3 4 5 6 7 PATIO DE SERVICIO BAÑO VARONES BAÑO DAMAS PISO CERAMICO .30x.30 DESPENSA C O C I N A PISO CERAMICO .30x.30 NPT +0.15 RECEPCION PISO CERAMICO .30x.30 NPT +3.45 RESTAURANTE PISO CERAMICO .40x.40 NPT +0.15 NPT +0.00 DORMITORIO 09 PISO CERAMICO .30x.30 NPT +6.45 V A C I O 04 05 06 07 08 09 10 11 36 37 38 39 40 41 42 35 34 33 32 31 30 29 27 53 38 39 40 41 42 52 51 50 49 48 47 46 44 43 LAVANDERIA PISO CERAMICO .40x.40 NPT +9.45 PISO CEMENTO PULIDO NPT +9.45 PISO CERAMICO .30x.30 BAÑO DEPOSITO PISO CERAMICO .30x.30 NPT +9.45 TENDAL PISO CEMENTO PULIDO NPT +9.45 DUCTO DUCTO 5 5 5 5 5 5 5 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F 5 5 5 5 5 5 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F 5 5 5 5 5 5 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F 5 5 5 5 5 5 5 5 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F 5 5 5 5 5 5 5 5 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-1 P-2 P-3 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-4 P-4 P-4 P-4 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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-5 P-5 P-5 P-5 P-5 P-5 P-5 P-4 P-4 P-4 P-4 P-4 P-4 5 5 5 PLANTA PRIMER NIVEL ESC: 1/50 PLANTA SEGUNDO\fArial|b0|i0|c204|p34; NIVEL ESC: 1/50 PLANTA TERCER\fArial|b0|i0|c204|p34; NIVEL ESC: 1/50 PLANTA AZOTEA\fArial|b0|i0|c204|p34; ESC: 1/50 P-3 P-3 P-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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CTO DE PLANCHADO A A A A A A A C C B B C C A A B B B B C C B B C C P-1 V-1 V-2 V-2 V-3 V-3 V-3 V-3 V-3 V-3 V-3 V-3 V-4 V-5 V-5 V-6 V-6 5 5 5 5 V-3 V-3 V-3 V-3 V-3 V-3 V-4 V-5 V-6 V-6 V-3 V-7 V-7 V-7 V-5 CORTE B - B CORTE A - A CORTE C - C NPT±0.00 INGRESO NPT+0.15 NPT+0.15 RESTAURANTE COCINA NPT+0.15 NPT+3.45 \W7.49851; DORMITORIO 01 NPT+3.45 SSHH \W7.24980; DORMITORIO 03 \W7.24078; DORMITORIO 05 NPT+3.45 NPT+3.45 NPT+6.45 \W7.25109; DORMITORIO 07 NPT+6.45 SSHH \W7.25495; DORMITORIO 10 \W7.26397; DORMITORIO 12 NPT+6.45 NPT+6.45 \W2.50109; CTO. DE PLANCHADO NPT+9.45 \W7.21317; TENDAL NPT+9.45 BRUÑA 1cm BRUÑA 1cm BRUÑA 1cm BRUÑA 1cm BARANDA Fºgº d 4" BARANDA Fºgº d 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 5 5 5 5 1 11 12 13 14 15 16 17 18 19 28 29 30 31 32 33 34 35 36 45 46 47 48 49 50 51 52 53 27 44 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT+0.15 RESTAURANTE \W5.40647; RECEPCION NPT+3.45 \W7.24722; DORMITORIO 09 NPT+6.45 \W6.07335; DEPOSITO NPT+9.45 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT+9.45 NPT+6.45 NPT+3.45 NPT+0.15 NPT+9.45 NPT+6.45 NPT+3.45 NPT+0.15 N.T+9.45 N.T.T+12.45 N.T+10.05 N.T+10.55 N.T+10.25 5 5 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F CIMENTACION ESC: 1/50 Z-5 Z-5 Z-4 Z-4 Z-4 Z-4 Z-3 Z-3 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 Z-2 VC - 4 VC - 4 VC - 3 VC - 3 VC - 6 VC - 6 A A A A A A A A A A A A A A A A A A VC - 2 VC - 2 VC - 2 VC - 1 VC - 2 C-4 C-4 C-4 C-4 C-4 C-4 C-5 C-5 C-1' C-1' C-1' C-1' C-1' C-1' C-1' C-1' C-2 C-2' C-1 C-3 C-5 C-6 C-6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA DE CIMENTACION VC - 1 (.30X.80) 1 1 F A 2 d1/2" 3 d5/8" 3 d5/8" d 3/8" 1@ .05 - 8@ .10 - 3@0.15 Resto @ .20 CORTE 1 - 1 3 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 2 d1/2" VIGA DE CIMENTACION VC - 2 (.30X.80) 2 2 F A 2 d1/2" 3 d5/8" 3 d5/8" CORTE 2 - 2 3 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 2 d1/2" d 3/8" 1@ .05 - 8@ .10 - 3@0.15 Resto @ .20 2 d3/4" 2 d5/8" 2 d5/8" 2' 2' 2' 2' CORTE 2' - 2' 3 d5/8" 5 d5/8" 5 5 ESC. 1/25 2 d1/2" 2 d3/4" VIGA DE CIMENTACION VC - 3 (.25X.35) 3 3 3 3 A 3 d5/8" 3 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 B E 3 d5/8" CORTE 3 - 3 2 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 VIGA DE CIMENTACION VC - 4 (.25X.35) 4 4 4 4 A 2 d5/8"+1d1/2 2 d5/8"+1d1/2 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 B E F CORTE 4 - 4 2 d5/8" 2 d5/8" 5 5 ESC. 1/25 ESC. 1/25 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 2 d5/8"+1d1/2 1 d1/2" N. EXC -1.20 N. EXC -1.20 N. EXC -0.65 F ESC. 1:20 ZAPATA TIPICA N.T ± 0.00 SOLADO fc=100 Kg/cm CEMENTO HORMIGON 1:12 ARENILLA COMPACTADA d1/2"@.20 VC - 3 N.PT. 0.15 5 N. EXC -1.40 5 5 5 5 CONCRETO F'C 210 kg/cm2 5 5 5 N. EXC -0.65 5 N.PT. 0.15 5 5 5 CIMENTACION 2 d1/4" @ 3 HILADAS CON COLUMNA ESC. 1:20 DETALLE ENCUENTRO DE MURO 0.40 0.40 Z-1 2.50 x 1.50 H= 0.45 1er CUADRO DE ZAPATAS PISO Y MEZANINE Z-5 Z-1 Z-2 Z-3 Z-4 Z-2 2.50 x 1.30 H= 0.45 Z-3 1.50 x 1.50 H= 0.45 Z-4 1.50 x 1.20 H= 0.45 Z-5 1.20 x 1.20 H= 0.45 DE CIMENTACION ESPECIFICACIONES TECNICAS \W5.15464; 2 - UNIDAD DE ALBAÑILERIA HECHA A MAQUINA f 'm=35 Kg/cm - MORTERO DE CEMENTO: 1:5 \W5.15464; 2 \W5.15464; 2 \W5.15464; qa = 0.80 Kg/cm \W5.15464; fy = 4200 Kg/cm \W5.15464; 2 - ZAPATAS ARMADAS, VIGAS DE CIMENTACION COLUMNAS, ESCALERAS: f 'c=210 Kg/cm - CIMIENTO CORRIDO: 1/10+30% PIEDRA DE 6" max. - SOBRECIMIENTOS: 1/8+25% PIEDRA DE 4" max. CONCRETO : ALBAÑILERIA : RECUBRIMIENTOS : ACERO : TERRENO : - LOSAS Y ESCALERA 2.00 cm - CIMIENTOS Y ELEMENTOS DE CIMENTACION VACEADOS DIRECTAMENTE SOBRE EL TERRENO 7.00 cm - COLUMNAS, ZAPATAS SOBRE SOLADO Y ELEMENTOS DE CIMENTACION ENCOFRADOS 4.00 cm C-2 C-1 C-4 C-5 d .30 6 d 3/4" 1er CUADRO DE COLUMNAS PISO .30 X .30 .25 X .25 ESTRIBOS d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 4 d 3/4" + 2d 5/8" C-3 4 d 5/8" .25 X .25 C-6 .25 X .25 5 5 .30 5 5 5 3ro y PISO Y MEZANINE 5 5 5 5 5 5 .30 X .30 6 d 3/4" .30 X .30 6d 5/8" 4 d 5/8" + 2d 1/2" .25 X .25 4 d 5/8" 4 d 5/8" 5 5 .30 X .15 6 d1/2" 5 5 .25 X .25 5 5 d 3/8" 1@ .05 - 6@ .10 - 3@.15 Resto @ .20 d 1/4" 1@ .05 - 6@ .10 - 4@.15 Resto @ .20 2do PISO 4to 4 d 5/8" + 2d 1/2" C-1' 4d 3/4" + 4d5/8" .30 X .45 .45 5 4d 3/4" + 2d5/8" .30 X .45 .35 .25 C-2' d .35 8 d 5/8" 5 5 .30 X .30 6d 5/8" VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F PRIMER ALIGERADO ESC: 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 PATIO VACIO SOBRE 28 45 5 VACIO SOBRE ESCALERA 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" V A C I O 5 5 5 5 A A B E F 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F SEGUNDO Y TERCER ALIGERADO ESC: 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 6 5 4 3 5 5 5 6 5 4 3 ALIGERADO AZOTEA ESC: 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" DUCTO DUCTO 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 5 1d3/8" 5 5 5 1d3/8" 5 5 1d3/8" 1d3/8" VACIO SOBRE ESCALERA 5 5 5 5 1d3/8" 1d3/8" V A C I O V A C I O V A C I O V A C I O 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" VP- 108 VP- 108 VP- 108 VP- 107 VP- 107 VP- 107 VP- 106 VP- 106 VP- 105 VP- 105 VP- 104 VP- 103 VP- 102 VP- 102 VP- 208 VP- 208 VP- 208 VP- 207 VP- 207 VP- 207 VP- 206 VP- 206 VP- 205 VP- 205 VP- 204 VP- 204 VP- 203 VP- 203 VP- 202 VP- 202 VP- 405 VP- 405 VP- 403 VP- 4\fArial|b0|i0|c204|p34;03 VP- 404 VP- 404 VP- 406 VP- 406 VP- 103 VP- 104 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 2 VA- 2 VA- 2 VA- 2 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 2 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VIGA VP-104 = 105= 106=204=205=206=304=305=306=404=405=406 (.30 X .60) 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 8@ .10 - 3@.15 Resto @ .20 A F 5 5 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 6 6 3 d3/4" 3 d3/4" 3 d5/8" 3 d5/8" A F ESC. 1:25 2 d5/8" CORTE 5 - 5 5 5 ESC. 1:25 3 d5/8" 3 d3/4" 6 6 4 d5/8" CORTE 6 - 6 5 5 ESC. 1:25 3 d5/8" 3 d3/4" VIGA VP-107 = 207= 307 (.25 X .30) 2 d5/8" 2 d5/8" A F 7 7 2 d5/8" 2 d5/8" 1 d1/2" 8 8 2 d5/8" 2 d5/8" A F ESC. 1:25 2 d5/8" 2 d5/8" CORTE 7 - 7 5 5 ESC. 1:25 2 d5/8" 2 d1/2" 8 8 2 d5/8" 2 d5/8" 2 d1/2" 1 d1/2" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 2 d1/2" 2 d1/2" 2 d5/8" CORTE 8 - 8 5 5 ESC. 1:25 2 d5/8" 2 d1/2" B E VIGA VP-108 = 208= 308 (.25 X .30) 2 d5/8" 2 d5/8" A F 2 d5/8" 2 d5/8" 2 d5/8"+1d1/2" A F ESC. 1:25 2 d5/8" CORTE 9 - 9 5 5 ESC. 1:25 2 d5/8" 2 d1/2" 9 9 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 B E 2 d5/8"+1d1/2" 2 d5/8"+1d1/2" 9 9 9 9 5 5 5 5 5 5 5 5 5 5 5 VIGA VP-102 = 202= 302 (.30 X .40) CORTE 1 - 1 1 1 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 2 2 2 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 2 d3/4" 2 d3/4" 2 d5/8" 2 d5/8" 2 d5/8" A C F CORTE 2 - 2 2 d5/8" 2 d3/4" 4 d5/8" CORTE 1 - 1 1 1 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 2 2 2 2 d3/4" 2 d3/4" 2 d5/8" 2 d5/8" 2 d5/8" A C F 2 d5/8" 2 d3/4" 2 d5/8" CORTE 2 - 2 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 5 5 5 5 5 5 5 5 2 d5/8" 2 d5/8" 5 5 VIGA VP-103 = 203= 303=403 (.30 X .45) 4 4 3 d5/8" 2 d5/8" 3 d5/8" 2 d5/8" 3 3 3 3 d 3/8" 1@ .05 - 8@ .10 - 3@.15 Resto @ .20 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 3 d3/4" 3 d3/4" 2 d3/4" 2 d3/4" A D F 3 d5/8" CORTE 3 - 3 3 d5/8" CORTE 4 - 4 5 d3/4" 2 d3/4" 5 d3/4" 3 d5/8" 2 d5/8" 3 d5/8" 2 d5/8" 3 d3/4" 3 d3/4" 2 d3/4" 2 d3/4" A D F 2 d3/4" 2 d3/4" 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 5 5 5 5 5 5 5 5 2 3 4 5 6 7 8 9 10 2 1 10 9 8 7 6 5 4 3 d3/8" @ 0.20 d1/2"@ 0.15 d1/2" @ 0.15 d3/8" @ 0.15 d3/8" @ 0.15 d1/2"@ 0.15 e = 0.15 d 3/8" @ .0.15 PRIMER TRAMO PASOS 1-10 5 5 15 d3/8" @0.15 d3/8"@0.15 d1/2"@ 0.15 5 d1/2"@0.15 16 14 13 12 11 5 SEGUNDO TRAMO PASOS 10-19 ESC. 1:20 d3/8"@0.15 10 d1/2"@0.15 d1/2"@0.15 d 3/8" @ .0.15 2d5/8" 2d5/8" e = 0.15 SEGUNDO PISO 17 18 19 0.50 5 VIGA VA-2 24 d3/8" @0.15 d1/2"@0.15 25 23 22 21 20 5 TERCER TRAMO TIPICO ESC. 1:20 19 d1/2"@0.15 d1/2"@0.15 e = 0.15 SEGUNDO PISO DESCANSO 5 VIGA VA-2 26 27 5 d1/2"@0.15 33 d3/8" @0.20 d1/2"@0.15 5 0.15 34 32 31 30 29 5 CUARTO TRAMO ESC. 1:20 35 36 TIPICO 28 TERCER PISO d3/8"@0.15 d1/2"@0.15 d3/8" @0.20 d1/2"@0.15 5 0.50 ACERO DE TEMPERATURA = d1/4"@ 0.25 0.40 CORTE TIPICO DE LOSA ALIGERADA 0.30 0.20 0.40 0.40 0.10 0.10 0.30 0.10 0.30 .05 ESC. 1:10 0.15 0.10 VA VA VA VA VA VA VA VA 3 d1/2" d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 VIGA VA VIGA VA-1 VIGA VA-2 3 d1/2" 3 d1/2" 3 d1/2" 4 d1/2" 3 d1/2" d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 VIGA VA VIGA VA-1 VIGA VA-2 5 5 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 8 CORTE 11 - 11 3 d1/2" 11 11 3 d1/2" 3 d1/2" d 3/8" 1@ .05 - 5@ .15 Resto @ .20 7 VIGA VS-107 = 207= 307=407 (.25 X .30) 8 3 d1/2" 3 d1/2" 3 d1/2" d 3/8" 1@ .05 - 5@ .15 Resto @ .20 7 5 5 ESC. 1:25 ESC. 1:25 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 2 d5/8" 2 d5/8" 8 2 d5/8" CORTE 15 - 15 2 d5/8" 2 d5/8" 6 5 4 3 2 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 7 VIGA VS-105 = 204= 304=404=504 =604 (.25 X .30) 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 8 2 d5/8" 10 6 5 4 3 2 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 7 5 5 ESC. 1:25 10 ESPECIFICACIONES TECNICAS DE ALIGERADO - \fArial|b0|i0|c0|p34;VIGAS, LOSA ALIGERADA = 210Kg/cm CONCRETO : - fy = 4200 Kg/cm ACERO : - \fArial|b0|i0|c0|p34;\H1.25x;VIGAS = 4 cm RECUBRIMIENTOS : - \fArial|b0|i0|c0|p34;\H1.25x;DINTELES, LOSA ALIGERADA, VIGAS CHATAS Y LOSAS = 2.5 cm - ESCALERAS = 300 Kg/m - ALIGERADO = 300 Kg/m S / C : - AZOTEA = 200 Kg/m \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 10 10 10 10 10 10 10 10 19 20 21 22 23 24 25 18 17 16 15 14 13 12 DORMITORIO 06 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 05 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 04 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 03 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 02 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 01 PISO CERAMICO .30x.30 NPT +3.45 PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO V A C I O DORMITORIO 13 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 12 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 11 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 10 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 08 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 07 PISO CERAMICO .30x.30 NPT +6.45 PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO V A C I O 1 2 3 4 5 6 7 PATIO DE SERVICIO BAÑO VARONES BAÑO DAMAS PISO CERAMICO .30x.30 DESPENSA C O C I N A PISO CERAMICO .30x.30 NPT +0.15 RECEPCION PISO CERAMICO .30x.30 NPT +3.45 RESTAURANTE PISO CERAMICO .40x.40 NPT +0.15 NPT +0.00 DORMITORIO 09 PISO CERAMICO .30x.30 NPT +6.45 V A C I O 04 05 06 07 08 09 10 11 36 37 38 39 40 41 42 35 34 33 32 31 30 29 27 53 38 39 40 41 42 52 51 50 49 48 47 46 44 43 LAVANDERIA PISO CERAMICO .40x.40 NPT +9.45 PISO CEMENTO PULIDO NPT +9.45 PISO CERAMICO .30x.30 BAÑO DEPOSITO PISO CERAMICO .30x.30 NPT +9.45 TENDAL PISO CEMENTO PULIDO NPT +9.45 DUCTO DUCTO 5 5 5 5 5 5 5 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F 5 5 5 5 5 5 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F 5 5 5 5 5 5 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F 5 5 5 5 5 5 5 5 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F 5 5 5 5 5 5 5 5 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-1 P-2 P-3 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-4 P-4 P-4 P-4 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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-5 P-5 P-5 P-5 P-5 P-5 P-5 P-4 P-4 P-4 P-4 P-4 P-4 5 5 5 PLANTA PRIMER NIVEL ESC: 1/50 PLANTA SEGUNDO\fArial|b0|i0|c204|p34; NIVEL ESC: 1/50 PLANTA TERCER\fArial|b0|i0|c204|p34; NIVEL ESC: 1/50 PLANTA AZOTEA\fArial|b0|i0|c204|p34; ESC: 1/50 P-3 P-3 P-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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CTO DE PLANCHADO A A A A A A C C B B C C A A B B B B C C B B C C P-1 V-1 V-2 V-8 V-3 V-3 V-3 V-3 V-3 V-3 V-3 V-3 V-4 V-5 V-5 V-6 V-6 5 5 5 5 V-3 V-3 V-3 V-3 V-3 V-3 V-4 V-5 V-6 V-6 V-3 V-7 V-7 V-7 V-5 CORTE B - B CORTE A - A CORTE C - C NPT±0.00 INGRESO NPT+0.15 NPT+0.15 RESTAURANTE COCINA NPT+0.15 NPT+3.45 \W7.49851; DORMITORIO 01 NPT+3.45 SSHH \W7.24980; DORMITORIO 03 \W7.24078; DORMITORIO 05 NPT+3.45 NPT+3.45 NPT+6.45 \W7.25109; DORMITORIO 07 NPT+6.45 SSHH \W7.25495; DORMITORIO 10 \W7.26397; DORMITORIO 12 NPT+6.45 NPT+6.45 \W2.50109; CTO. DE PLANCHADO NPT+9.45 \W7.21317; TENDAL NPT+9.45 BRUÑA 1cm BRUÑA 1cm BRUÑA 1cm BRUÑA 1cm BARANDA Fºgº d 4" BARANDA Fºgº d 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 5 5 5 5 1 11 12 13 14 15 16 17 18 19 28 29 30 31 32 33 34 35 36 45 46 47 48 49 50 51 52 53 27 44 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT+0.15 RESTAURANTE \W5.40647; RECEPCION NPT+3.45 \W7.24722; DORMITORIO 09 NPT+6.45 \W6.07335; DEPOSITO NPT+9.45 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT+9.45 NPT+6.45 NPT+3.45 NPT+0.15 NPT+9.45 NPT+6.45 NPT+3.45 NPT+0.15 N.T+9.45 N.T.T+12.45 N.T+10.05 N.T+10.55 N.T+10.25 5 5 28 45 5 2 3 4 5 6 7 8 9 10 1.80 1.80 0.95 MARCO TIPO CAJON 1 HOJA BATIENTE DE TABLEROS DE MADERA 2.20 2.20 2.50 ANCHO ( METROS) ( METROS) ALTURA PUERTAS TIPO 1.00 2.50 1.00 0.90 1.00 P2 P1 P4 P3 2.25 2.00 V-1 OBSERVACIONES PUERTA DE VIDRIO TEMPLADO 8mm VENTANAS CUADRO DE VANOS ANCHO ( METROS) ( METROS) ALTURA TIPO ( METROS) ALFEIZAR OBSERVACIONES 1.00 0.50 V-2 V-3 V-4 V-5 1.80 0.70 1.00 2.20 0.70 0.60 P5 2.20 0.75 CONTRAPLACADA DE MADERA 1 HOJA BATIENTE V-6 V-7 V-8 1.80 2.20 1.10 0.50 0.30 2.20 1.00 0.60 0.60 BLOQUE DE VIDRIO 2.00 0.50 V-5 V-9 V-9 V-9 V-9 V-9 2.20 0.40 0.60 CUADRO DE VANOS CONTRAPLACADA DE MADERA 1 HOJA BATIENTE CONTRAPLACADA DE MADERA 1 HOJA BATIENTE ELEVACION PRINCIPAL ESC: 1/50 ESC: 1/50 ESC: 1/50 ESC: 1/50 154.34 142.44 142.44 65.37 3 \A1;1.80 \A1;1.80 \A1;1.80 \A1;1.80 \A1;1.80 \A1;2.40 \A1;0.80 \A1;.10 \A1;.10 \A1;0.15 \A1;0.50 \A1;0.20 \A1;0.10 \A1;1.80 1 2 3 4 5 6 7 PATIO DE SERVICIO BAÑO VARONES BAÑO DAMAS DESPENSA C O C I N A RESTAURANTE 19 20 21 22 23 24 25 18 17 16 15 14 13 12 DORMITORIO 06 DORMITORIO 05 DORMITORIO 04 DORMITORIO 03 DORMITORIO 02 DORMITORIO 01 BAÑO BAÑO BAÑO BAÑO BAÑO BAÑO V A C I O RECEPCION 04 05 06 07 08 09 10 11 V A C I O 53 38 39 40 41 42 52 51 50 49 48 47 46 44 43 LAVANDERIA BAÑO DEPOSITO TENDAL DUCTO DUCTO CTO DE PLANCHADO 45 \A1;1.80 \A1;1.80 \A1;1.80 \A1;1.80 PLANTA 1er. PISO BAÑO VARONES PATIO DE SERVICIO BAÑO DAMAS C O C I N A DESPENSA C A J A RESTAURANTE B A R R A (cap. max. = 72 personas) PILETA (catarata) P P P P P P P P P P S S S S S S S a,b S a,b S Wh Medidor Monofasico Caja 8"x8" fºGº H= 0.50 s.p.t Caja 8"x8" fºGº H= 0.50 s.p.t TAblero General Toma de tierra S3 P Sube d3/4" PVC - SEL Salida para Automaticos de T. Elevado Sube al tablero mezzanine Sube d1" PVC - SEL Bube d3/4" PVC - SEL S S3 BAÑO VARONES PATIO DE SERVICIO BAÑO DAMAS C O C I N A DESPENSA C A J A RESTAURANTE B A R R A (cap. max. = 72 personas) PILETA (catarata) b P P P P P P P P P P S S S S S S S a,b S a,b S Wh Medidor Monofasico Caja 8"x8" fºGº H= 0.50 s.p.t Caja 8"x8" fºGº H= 0.50 s.p.t TAblero General Toma de tierra S3 P Sube d3/4" PVC - SEL Salida para Automaticos de T. Elevado Sube al tablero mezzanine Sube d1" PVC - SEL Bube d3/4" PVC - SEL S S3 M E Z Z A N I N E PLANTA MEZANINE V A C I O BAÑO BAÑO V A C I O RECEPCION ESPERA (capacidad = 56 personas) Llega al tablero mezzanine Llega d1" PVC - SEL S a,b S S S S S Baja d3/4" PVC - SEL S 3 S 3 P M E Z Z A N I N E BAÑO BAÑO V A C I O RECEPCION ESPERA (capacidad = 56 personas) Llega a TG-2 y Sube alimentador d1" PVC - SEL a tableros TG3,TG4 HOSTAL Llega al tablero mezzanine Llega d1" PVC - SEL S a,b S S S S S Baja d3/4" PVC - SEL S 3 S 3 P PLANTA TIPICA 2do, 3er \fArial|b0|i0|c204|p34; PISO DORMITORIO DORMITORIO V A C I O BAÑO DORMITORIO BAÑO BAÑO DORMITORIO DORMITORIO BAÑO DOBLE DOBLE DOBLE SIMPLE V A C I O DORMITORIO DORMITORIO BAÑO DOBLE BAÑO V A C I O SIMPLE jacussi MATRIMONIAL P P P P P P P P S S S S S S S a,b S a,b S a,b S a,b S a,b S a,b S a,b S S 3 S 3 S 3 S3 DORMITORIO DORMITORIO V A C I O BAÑO DORMITORIO BAÑO BAÑO DORMITORIO DORMITORIO BAÑO DOBLE DOBLE DOBLE SIMPLE V A C I O DORMITORIO DORMITORIO BAÑO DOBLE BAÑO V A C I O SIMPLE jacussi MATRIMONIAL P P P P P P P P S S S S S S S a,b S a,b S a,b S a,b S a,b S a,b S a,b S S 3 S 3 S 3 S3 DORMITORIO V A C I O BAÑO DORMITORIO BAÑO BAÑO DORMITORIO DOBLE DOBLE DOBLE V A C I O DORMITORIO DOBLE BAÑO V A C I O BAÑO DORMITORIO DOBLE DORMITORIO DOBLE BAÑO BAÑO P P P P P P P S S S S S S S a,b S a,b S a,b S a,b S a,b S a,b S S 3 S 3 S 3 S3 DORMITORIO V A C I O BAÑO DORMITORIO BAÑO BAÑO DORMITORIO DORMITORIO DOBLE DOBLE DOBLE SIMPLE V A C I O DORMITORIO DOBLE BAÑO V A C I O BAÑO DORMITORIO DOBLE DORMITORIO DOBLE BAÑO BAÑO P P P P P P S S S S S S S a,b S a,b S a,b S a,b S a,b S a,b S S 3 S 3 S 3 S3 AZOTEA V A C I O BAÑO V A C I O V A C I O CTO DE PLANCHADO LAVANDERIA THERMAS DEPOSITO SIMPLE P S S 3 S 3 S 3 S 3 S S S S V A C I O BAÑO V A C I O V A C I O CTO DE PLANCHADO LAVANDERIA THERMAS DEPOSITO SIMPLE P S S 3 S 3 S 3 S 3 S S S S P P P P P P P P TV P P P P P P P P Medidor TG-1 C-2 C-1 C-3 a b a a a a b a a b b a b a a a b b TG-2 C-2 C-4 C-3 C-1 ST-1 TG-3,4 C-1 TG-5 C-1 PLANTA 4to\fArial|b0|i0|c204|p34;. PISO TG-6 C-1 TG C-4 C-3 C-2 ESPECIFICACIONES TECNICAS LOS CONDUCTORES SERAN DE COBRE DE 99.9% DE CONDUCTIBILIDAD CON AISLAMIENTO PARA 600 VOLTIOS DEL TIPO TW, LOS CALIBRES SE INDICAN EN EL RESPECTIVO. 20mm COMO MINIMO; LAS TUBERIAS SE INSTALARAN SIGUIENDO LA LINEA MAS RECTA POSIBLE LOS CONDUCTORES SERAN TUBOS DE PVC Y CON DIAMETROS SEGUN SE INDICA EN EL PLANO, DE CAJA A CAJA. GALVANIZADO, FABRICADAS POR ESTAMPADO DE PLANCHA DE ESPESOR MINIMO DEL TIPO LAS CAJAS PARA INTERRUPTORES TOMACORRIENTES CENTROS etc. SEARAN DEL TIPO DE FIERRO APROPIADO PARA CADA SALIDA. LA CAJA EL MARCO Y LA TAPA CON CHAPA Y LAS BARRAS E INTERRUPTORES, QUE DEBERAN IR EL TABLERO DE DISTRIBUCION ESTARA CONSTITUIDO POR UN GABINETE METALICO FORMADO POR AISLADOS DE TODO EL GABINETE. AZOTEA MEZANINE Caja de 8" x 8" f°g° H= 0.40 s.p.t. Pozo a Tierra Viene de Electronorte Caja de 8" x 8" f°g° H= 0.50 s.p.t. DIAGRAMA GENERAL DE ALIMENTADORES TG-2 TG-3 TG-4 PRIMER PISO - HOSTAL TABLERO GENERAL 2( 2-1x6 mm2+1x2.5 mm2 tw ) .20 mm. d pvc - sel 2( 3-1x10 mm2+1x6 mm2 +1x4 mm2 tw ) .20 mm. d pvc - sel 2( 2-1x6 mm2+1x2.5 mm2 tw ) .20 mm. d pvc - sel 2( 2-1x6 mm2+1x2.5 mm2 tw ) .20 mm. d pvc - sel 2( 2-1x6 mm2+1x2.5 mm2 tw ) .20 mm. d pvc - sel SEGUNDO PISO - HOSTAL TERCER PISO - HOSTAL Wh Medidor TG-1 Caja de 8" x 8" f°g° H= 0.50 s.p.t. Caja de 8" x 8" f°g° H= 0.50 s.p.t. Caja de 8" x 8" f°g° H= 0.50 s.p.t. TG-5 2( 2-1x6 mm2+1x2.5 mm2 tw ) .20 mm. d pvc - sel CUARTO PISO - HOSTAL Caja de 8" x 8" f°g° H= 0.50 s.p.t. ST-1 2( 2-1x6 mm2+1x2.5 mm2 tw ) .20 mm. d pvc - sel 1.80 1.80 1.80 1.80 1.80 TG-6 2( 2-1x6 mm2+1x2.5 mm2 tw ) .20 mm. d pvc - sel Caja de 8" x 8" f°g° H= 0.50 s.p.t. 1.80 Caja de interconexion H= N.P.T + 0.50 PRIMER PISO CUARTO PISO AZOTEA Salida de electronivel para tanque elevado DIAGRAMA DEL SISTEMA ELECTRICO ELECTROBOMBA Viene del tablero de servicios circuito - 2, d 20 mm. pvc - sel 2-1x2.5+1x2.5 mm2 t.w Nivel de electronivel para cisterna CISTERNA Electrobomba 1.00 H.P N.P.T + 0.15 PVC - 20 mm. d 2-1x2.5+1x2.5 mm2 t.w de 4" x 4" - metalica Caja de 4" x 4" f°g° H= N.P.T + 0.50 H= N.P.T + 0.50 Caja de 4" x 4" f°g° H= N.P.T + 0.50 Caja de 4" x 4" f°g° ELEVADO TANQUE Nivel de parada Nivel de arranque Linea de tierra SEGUNDO PISO TERCER PISO H= N.P.T + 0.50 Caja de 4" x 4" f°g° MEZANINE Toma de tierra 3-1x10 mm2 + 1x6 mm2 + 1x4 mm2 t.w 2x32 A ID 40 Llaves termomagneticas ST-1 TG-2 TG-1 TABLERO GENERAL TG-3 30 mm A 3x40 A VIENE DE MEDIDOR TRIFASICO 2-1X6 + 1x2.5 mm2 t.w 25 mm d pvc - sel 2-1X6 + 1x2.5 mm2 t.w 25 mm d pvc - sel 2-1X6 + 1x2.5 mm2 t.w 25 mm d pvc - sel 2-1X6 + 1x2.5 mm2 t.w 25 mm d pvc - sel 2x32 A 2x32 A 2x32 A ID 40 30 mm A ID 40 30 mm A ID 40 30 mm A ID 40 30 mm A TG-4 2-1X6 + 1x2.5 mm2 t.w 25 mm d pvc - sel 2x32 A ID 40 30 mm A Toma de tierra 2-1x6 mm2 + 1x2.5 mm2 t.w Va a Tablero General 2-1X4 mm2+1x2.5 mm2 t.w - 20 mm d pvc - sel - Braquetes 2-1X2.5 mm2 t.w - 20 mm d pvc - sel - Alumbrado 2x20 A 2x20 A 2x15 A ID 40 Llaves termomagneticas C-3 C-2 C-1 DIAGRAMA UNIFILAR TG-1 - PRIMER PISO - RESTAURANTE C-4 C-5 30 mm A 25 mm d PVC - SEL 2x15 A 2x20 A 2x40 A Toma de tierra 2-1x6 mm2 + 1x2.5 mm2 t.w Va a Tablero General 2-1X4 mm2+1x2.5 mm2 t.w - 20 mm d pvc - sel - Thermas 2-1X2.5 mm2 t.w - 20 mm d pvc - sel - Alumbrado 2x30 A 2x20 A 2x15 A ID 40 Llaves termomagneticas C-3 C-2 C-1 DIAGRAMA UNIFILAR TG-6 - AZOTEA C-4 30 mm A 25 mm d PVC - SEL 2x40 A Toma de tierra 2-1x6 mm2 + 1x2.5 mm2 t.w Va a Tablero General 2-1X4 mm2+1x2.5 mm2 t.w - 20 mm d pvc - sel - Tomacorrientes 2-1X2.5 mm2 t.w - 20 mm d pvc - sel - Alumbrado 2x15 A 2x20 A 2x15 A ID 40 Llaves termomagneticas C-3 C-2 C-1 DIAGRAMA UNIFILAR TG-3 = TG-4= TG-5 - SEGUNDO, TERCER, CUARTO PISO - HOSTAL 30 mm A 25 mm d PVC - SEL 2x40 A 2-1X4 mm2+1x2.5 mm2 t.w - 20 mm d pvc - sel - Tomacorrientes 2-1X4 mm2+1x2.5 mm2 t.w - 20 mm d pvc - sel - Tomacorrientes 2x15 A C-4 2x15 A C-5 A / T RESERVA 2-1X2.5 mm2 t.w - 20 mm d pvc - sel - Alumbrado 2-1X4 mm2+1x2.5 mm2 t.w - 20 mm d pvc - sel - Tomacorrientes 2x15 A A / T RESERVA 2.40 0.80 A TIERRA DETALLE DE PUESTA ELECTROLITICO Ø 5/8" x 2.40 m. VARILLA DE COBRE DETALLE - 1 Ø 5/8" x 2.40 m. VARILLA DE COBRE ELECTROLITICO .10 .10 0.15 0.50 TIERRA CERNIDA MEZCLADA CON THORGEL GRAMPA O CONECTOR CABLE DESNUDO Cu.1x10 mm. TUBERÍA PVC Ø 3/4" SAP 0.20 0.10 DETALLE - 1 TAPA DE CONCRETO GRAMPA O CONECTOR Cu. 1x10 mm CABLE DESNUDO TG-5 2-1X6 + 1x2.5 mm2 t.w 25 mm d pvc - sel 2x32 A ID 40 30 mm A TG-6 2-1X6 + 1x2.5 mm2 t.w 25 mm d pvc - sel 2x32 A ID 40 30 mm A Toma de tierra 2-1x6 mm2 + 1x2.5 mm2 t.w Va a Tablero General 2-1X4 mm2+1x2.5 mm2 t.w - 20 mm d pvc - sel - Tomacorrientes 2x15 A 2x15 A 2x15 A ID 40 Llaves termomagneticas C-3 C-2 C-1 DIAGRAMA UNIFILAR TG-2 - MEZANIME- RECEPCION C-4 C-5 C-6 30 mm A 25 mm d PVC - SEL 2x15 A 2x20 A 2x20 A 2-1X2.5 mm2 t.w - 20 mm d pvc - sel - Aviso Luminoso 2x40 A A / T RESERVA 2-1X2.5 mm2 t.w - 20 mm d pvc - sel - Alumbrado Escalera 2-1X2.5 mm2 t.w - 20 mm d pvc - sel - Alumbrado 2-1X2.5 mm2 t.w - 20 mm d pvc - sel - Timbre 2-1X2.5 mm2+1x2.5 mm2 t.w - 20 mm d pvc - sel - Electrobomba 1 A / T RESERVA C-2 P S a,b C-2 C-3 C-4 RESPONSABLE : PLANO: PROYECTO PROPIETARIO : IE-1 1 / 50 ESCALA: FECHA: LAMINA: INSTALACIONES ELÉCTRICAS RESPONSABLE : PLANO: PROYECTO PROPIETARIO : IE-2 1 / 50 ESCALA: FECHA: LAMINA: INSTALACIONES ELÉCTRICAS 100 x 100 X 37.5 h=.30 SNPT TUBERIA EMPOTRADA EN PISO d INDICADO EN DIAGRAMA UNIFILAR TUB. EMPOTRADA EN PISO d 15mm TELEFONO EXTERNO TUB. EMPOTRADA EN PISO d 15 mm TELEFONO INTERNO TUB. EMPOTRADA EN PISO d 15mm PARA TIMBRE SALIDA DE CALENTADOR CAJA FºGº 100 x 37.5 h=.30 SNPT SALIDA PARA ANTENA TV y/ó CABLE CAJA FºGº 100 x 55 x 28 h=.30 SNPT CAJA DE PASE CUADRADA PARA TELEFONO DE 100 x 100 DE FºGº TOMACORRIENTE TRIFASICO CON P/T 3x30A 220v CAJA FºGº h= .40 SNPT X TV SALIDA PARA ALUMBRADO EN LA PARED MEDIDOR DE KHW PARA SU INSTALACION FºGº 100 x 30 h=2.20 SNPT L E Y E N D A SALIDA PARA ALUMBRADO EN TECHO EN CAJA OCTOGONAL DE 100 x 30 CAJA DE PASE CUADRADA DE 100 x 30 DE FºGº h= .40 SNPT TABLERO DE DISTRIBUCION ELECTRICA h=1.80 SNPT BORDE SUPERIOR TOMACORRIENTE MONOFASICO CON BARRA DE TIERRA DEL TIPO UNIVERSAL SALIDA PARA CAJA DE PASE EN PARED EN CAJA OCTOGONAL DE SALIDA PARA SPOT LIGTH EN CAJA OCTOGONAL DE 100 x 30 DE 15A h= 1.40SNPT 100 x 53 x 28 h=1.20 SNPT POZO DE TIERRA (ver detalle) DIAGRAMA UNIFILAR INTERRUPTOR DE CONMUTACION EN CAJA DE 100 x 43 x 28 h=1.20 SNPT PULSADOR PARA TIMBRE EN CAJA 100 x 53 x 28 h=1.20 SNPT SALIDA PARA MANDO ELÉCTRICO EN PUERTA h=1.20 SNPT TRANSFORMADOR 220v 60 Hz d 20mm PVC-SEL TIMBRE EN CAJA OCTOGONAL FºGº 100 x 55 x 28 h=2.20 SNPT CON INTERRUPTOR DE CUCHILLA DE 2x20A CON FUSIBLE DE ALAMBRE INTERRUPTOR UNIPOLAR SIMPLE, DOBLE, TRIPLE EN CAJA FºGº SALIDA PARA TELEFONO EXTERNO EN PARED CAJA 100 x 53 x 28 SALIDA PARA TELEFONO INTERNO EN PARED CAJA 100 x 53 x 28 SALIDA PARA TELEFONO PORTERO CAJA DE MADERA 200 x 120 x 120 (mm) TUB. EMPOTRADA EN TECHO Y/O PARED d INDICADO EN T Wh h=1.20 SNPT h=1.20 SNPT h=1.20 SNPT 3 S .S .S(a,b) P SIMBOLOGIA P DESCRIPCION .S(a,b,c) PA TOMACORRIENTE MONOFASICO CON BARRA DE TIERRA DEL TIPO UNIVERSAL Y CUBIERTA PROTECTORA CONTRA LA HUMEDAD TP.E TP.I INTERRUPTOR TERMOMAGNETICO INTERRUPTOR DIFERENCIAL 100 x 100 X 37.5 h=.30 SNPT TUBERIA EMPOTRADA EN PISO d INDICADO EN DIAGRAMA UNIFILAR SALIDA DE CALENTADOR CAJA FºGº 100 x 37.5 h=.30 SNPT TOMACORRIENTE TRIFASICO CON P/T 3x30A 220v CAJA FºGº SALIDA PARA ALUMBRADO EN LA PARED MEDIDOR DE KHW PARA SU INSTALACION FºGº 100 x 30 h=2.20 SNPT L E Y E N D A SALIDA PARA ALUMBRADO EN TECHO EN CAJA OCTOGONAL DE 100 x 30 CAJA DE PASE CUADRADA DE 100 x 30 DE FºGº h= .40 SNPT TABLERO DE DISTRIBUCION ELECTRICA h=1.80 SNPT BORDE SUPERIOR TOMACORRIENTE MONOFASICO CON BARRA DE TIERRA DEL TIPO UNIVERSAL SALIDA PARA CAJA DE PASE EN PARED EN CAJA OCTOGONAL DE SALIDA PARA SPOT LIGTH EN CAJA OCTOGONAL DE 100 x 30 DE 15A h= 1.40SNPT 100 x 53 x 28 h=1.20 SNPT POZO DE TIERRA (ver detalle) DIAGRAMA UNIFILAR INTERRUPTOR DE CONMUTACION EN CAJA DE 100 x 43 x 28 h=1.20 SNPT INTERRUPTOR DE CUCHILLA DE 2x20A CON FUSIBLE DE ALAMBRE INTERRUPTOR UNIPOLAR SIMPLE, DOBLE EN CAJA FºGº TUB. EMPOTRADA EN TECHO Y/O PARED d INDICADO EN T Wh 3 S .S .2S(a,b) SIMBOLOGIA P DESCRIPCION PA TOMACORRIENTE MONOFASICO CON BARRA DE TIERRA DEL TIPO UNIVERSAL Y CUBIERTA PROTECTORA CONTRA LA HUMEDAD INTERRUPTOR TERMOMAGNETICO INTERRUPTOR DIFERENCIAL "HOSTAL DOS ESTRELLAS" "HOSTAL DOS ESTRELLAS" "HOSTAL DOS ESTRELLAS" Sube d3/4" PVC - SEL Salida para Automaticos de T. Elevado H= N.P.T + 0.50 Caja de 4" x 4" f°g° Sube d3/4" PVC - SEL Salida para Automaticos de T. Elevado H= N.P.T + 0.50 Caja de 4" x 4" f°g° Sube d3/4" PVC - SEL Salida para Automaticos de T. Elevado H= N.P.T + 0.50 Caja de 4" x 4" f°g° Sube d3/4" PVC - SEL Salida para Automaticos de T. Elevado H= N.P.T + 0.50 Caja de 4" x 4" f°g° H= 0.50 s.p.t. Caja de 8" x 8" f°g° Sube alimentador d1" PVC - SEL a tablero TG2 de Recepción Hostal H= 0.50 s.p.t. Caja de 8" x 8" f°g° Llega a TG-3,4 y Sube alimentador d1" PVC - SEL a tableros TG-5 Hostal H= 0.50 s.p.t. Caja de 8" x 8" f°g° Llega TG-5 y Sube alimentador d1" PVC - SEL a tableros TG-6 Hostal H= 0.50 s.p.t. Caja de 8" x 8" f°g° Llega alimentador d1" PVC - SEL a tablero TG-6 H= 0.50 s.p.t. Caja de 8" x 8" f°g° H= 0.50 s.p.t. Caja de 8" x 8" f°g° C-5 C-2 PA PA PA 100 X 65CMS PLOTEAR EN ESCALA 1/50 100 X 65CMS PLOTEAR EN ESCALA 1/50 Ver detalle Subterranea - alternativa A Viene de Electronorte Aerea - alternativa "B" TH TH TH P Sube d3/4" PVC - SEL Salida para Automaticos de T. Elevado P Sube d3/4" PVC - SEL Salida para Automaticos de T. Elevado C-6 Caja 8"x8" fºGº H= 0.50 s.p.t Caja 8"x8" fºGº H= 0.50 s.p.t S 2x20 A C-3 2-1X2.5 mm2+1x2.5 mm2 t.w - 20 mm d pvc - sel - Electrobomba 2 PLANTA PRIMER PISO PLANTA AZOTEA\fArial|b0|i0|c204|p34; PLANTA SEGUNDO Caja 8"x8" fºGº H= 0.50 s.p.t TAblero General Caja 8"x8" fºGº H= 0.50 s.p.t TAblero General TG Wh Wh Monofasico Medidor Caja 8"x8" fºGº H= 0.50 s.p.t Caja 8"x8" fºGº H= 0.50 s.p.t Toma de tierra Toma de tierra Ver detalle TG-1 H= 0.50 s.p.t. Caja de 8" x 8" f°g° b a b a b a b a b a 1 2 3 4 5 6 7 PATIO DE SERVICIO BAÑO VARONES BAÑO DAMAS DESPENSA C O C I N A RESTAURANTE 2S a,b P P C-1 C-2 S S S S S S Sa S S S a a P P P P P P P P P P P P P P C-3 P P S S PA PA PA C-4 2S c, d Sube alimentador d1" PVC - SEL a tablero TG2 de Recepción Hostal H= 0.50 s.p.t. Caja de 8" x 8" f°g° P P C-5 Sube d3/4" PVC - SEL Salida para Automaticos de T. Elevado Sube d3/4" PVC - SEL Salida para Automaticos de T. Elevado a tableros TG3,TG4 HOSTAL H= 0.50 s.p.t. Caja de 8" x 8" f°g° DORMITORIO 13 DORMITORIO 12 DORMITORIO 11 DORMITORIO 10 DORMITORIO 08 DORMITORIO 07 BAÑO BAÑO BAÑO BAÑO BAÑO BAÑO BAÑO V A C I O DORMITORIO 09 36 37 38 39 40 41 42 35 34 33 32 31 30 29 27 28 PLANTA TERCER PISO TG-2 Sube d3/4" PVC - SEL Salida para Automaticos de T. Elevado H= N.P.T + 0.50 Caja de 4" x 4" f°g° c d S S S S S S S S S S S S S S S S S S S S S S S S S S S S 2S a,b b a b a C-1 C-2 C-3 C-4 H= 0.50 s.p.t. Caja de 8" x 8" f°g° TG-3 Sube d3/4" PVC - SEL Salida para Automaticos de T. Elevado H= N.P.T + 0.50 Caja de 4" x 4" f°g° S S S S S S S S S S S S S S S S S S S S S S S S S S S S 2S a,b b a b a C-1 C-2 C-3 C-4 Llega a TG-2 y Sube alimentador d1" PVC - SEL a tablero TG4 Llega alimentador d1" PVC - SEL 19 20 21 22 23 24 25 18 17 16 15 14 13 12 DORMITORIO 06 DORMITORIO 05 DORMITORIO 04 DORMITORIO 03 DORMITORIO 02 DORMITORIO 01 BAÑO BAÑO BAÑO BAÑO BAÑO BAÑO V A C I O RECEPCION 04 05 06 07 08 09 10 11 H= 0.50 s.p.t. Caja de 8" x 8" f°g° TG-4 Sube d3/4" PVC - SEL Salida para Automaticos de T. Elevado H= N.P.T + 0.50 Caja de 4" x 4" f°g° a tablero TG4 HOSTAL Llega a TG-3 y Sube alimentador d1" PVC - SEL b a b S S 2S a,b S S S S S S C-1 C-2 SEGUNDO PISO - HOSTAL Caja de 8" x 8" f°g° H= 0.40 s.p.t. Pozo a Tierra Viene de ENOSA Caja de 8" x 8" f°g° H= 0.50 s.p.t. DIAGRAMA GENERAL DE ALIMENTADORES TG-2 TG-3 TG-4 PRIMER PISO - RESTAURANT TABLERO GENERAL 2( 2-1x6 mm2+1x4 mm2 tw ) .20 mm. d pvc - sel 2( 3-1x10 mm2+1x6 mm2 +1x4 mm2 tw ) .20 mm. d pvc - sel 2( 2-1x6 mm2+1x4 mm2 tw ) .20 mm. d pvc - sel 2( 2-1x6 mm2+1x4 mm2 tw ) .20 mm. d pvc - sel 2( 2-1x6 mm2+1x4 mm2 tw ) .20 mm. d pvc - sel TERCER PISO - HOSTAL AZOTEA Wh Medidor TG-1 Caja de 8" x 8" f°g° H= 0.50 s.p.t. Caja de 8" x 8" f°g° H= 0.50 s.p.t. 1.80 1.80 1.80 1.80 Caja de interconexion H= N.P.T + 0.50 PRIMER PISO AZOTEA Salida de electronivel para tanque elevado DIAGRAMA DEL SISTEMA ELECTRICO ELECTROBOMBA Viene del tablero de servicios circuito - 5, d 20 mm. pvc - sel 2-1x2.5+1x2.5 mm2 t.w Nivel de electronivel para cisterna CISTERNA Electrobomba 1.00 H.P N.P.T + 0.15 PVC - 20 mm. d 2-1x2.5+1x2.5 mm2 t.w de 4" x 4" - metalica Caja de 4" x 4" f°g° H= N.P.T + 0.50 ELEVADO TANQUE Nivel de parada Nivel de arranque Linea de tierra SEGUNDO PISO TERCER PISO H= N.P.T + 0.50 Caja de 4" x 4" f°g° Subterranea - alternativa A Viene de ENOSA Aerea - alternativa "B" Toma de tierra 2-1x6 mm2 + 1x4 mm2 t.w Va a Tablero General 2-1X2.5 mm2 t.w - 15 mm d pvc - sel - Alumbrado 2x15 A 2x10 A C-3 C-2 C-1 DIAGRAMA UNIFILAR TG-4 - AZOTEA C-4 25 mm d PVC - SEL 2x30 A 2-1X4 mm2+1x2.5 mm2 t.w - 20 mm d pvc - sel - Tomacorrientes 2x15 A RESERVA 2x15 A RESERVA BORNERA DE TERMINALES Toma de tierra 2-1x6 mm2 + 1x4 mm2 t.w Va a Tablero General 2-1X4 mm2+1x2.5 mm2 t.w - 20 mm d pvc - sel - Tomacorrientes 2-1X2.5 mm2 t.w - 20 mm d pvc - sel - Alumbrado 2x15 A 2x10 A 2x10 A C-3 C-2 C-1 DIAGRAMA UNIFILAR TG-2 = TG-3 SEGUNDO Y TERCER PISO - HOSTAL 25 mm d PVC - SEL 2x30 A 2x15 A C-4 2x15 A C-5 RESERVA 2-1X2.5 mm2 t.w - 20 mm d pvc - sel - Alumbrado 2-1X4 mm2+1x2.5 mm2 t.w - 20 mm d pvc - sel - Tomacorrientes CIRCUITO INT. DESCRIPCION CIRCUITO INT. DESCRIPCION BORNERA DE TERMINALES Toma de tierra 2-1x6 mm2 + 1x4 mm2 t.w Va a Tablero General 2-1X4 mm2+1x2.5 mm2 t.w - 20 mm d pvc - sel - Braquetes 2-1X2.5 mm2 t.w - 20 mm d pvc - sel - Alumbrado 2x15 A 2x10 A C-3 C-2 C-1 DIAGRAMA UNIFILAR TG-1 - PRIMER PISO - RESTAURANTE C-4 C-5 25 mm d PVC - SEL 2x15 A 2x15 A 2x30 A 2-1X4 mm2+1x2.5 mm2 t.w - 20 mm d pvc - sel - Tomacorrientes 2-1X2.5 mm2+1x2.5 mm2 t.w - 20 mm d pvc - sel - Electrobomba RESERVA 2x15 A 2-1X2.5 mm2 t.w - 20 mm d pvc - sel - Alumbrado 2x10 A 2( 2-1x6 mm2+1x4 mm2 tw ) .20 mm. d pvc - sel TB CONTROL DE NIVEL DE CISTERNA 2-1x4mm2TW 2-1x4mm2TW+1x4mm2(T) 20mm\U+00D8-PVC-P CONTROL DE NIVEL DE TANQUE ELEVADO 2-1x4mm2TW De TG-1, C-5 TB ELECTROBOMBA 1 HP BORNERA DE TERMINALES C-6 CIRCUITO INT. DESCRIPCION Toma de tierra 3-1x10 mm2 + 1x6 mm2 + 1x4 mm2 t.w 2x30 A ID 40 TG-2 TG-1 TABLERO GENERAL TG-3 30 mm A 3x40 A VIENE DE MEDIDOR TRIFASICO 2-1X6 + 1x 4 mm2 t.w 25 mm d pvc - sel 2-1X6 + 1x 4 mm2 t.w 25 mm d pvc - sel 2-1X6 + 1x4 mm2 t.w 25 mm d pvc - sel 2-1X6 + 1x4 mm2 t.w 25 mm d pvc - sel 2x30 A 2x30 A 2x30 A TG-4 BORNERA DE TERMINALES 3 2.78 2.45 2.78 8.00 2.48 3.98 3.80 2.65 3.30 3.50 20.00 2.48 3.98 3.80 2.65 3.30 3.50 20.00 4.00 .75 3.25 8.00 1.20 1.50 1.20 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.30 1.30 .80 .30 .80 .30 .80 .30 .35 .25 .35 .25 .10 .45 .35 .30 1.40 .65 .50 .65 .15 .35 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.30 .45 .35 .25 .25 .30 .30 .25 .25 .30 .30 .30 .30 .25 .25 .15 .30 .25 .25 .25 .25 .30 .25 .30 .30 2.78 2.45 2.78 8.00 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .30 2.48 3.98 3.80 2.65 3.30 3.50 20.00 4.00 .75 3.25 8.00 .25 2.40 .25 2.20 .25 2.40 .25 .30 3.05 .30 3.00 .30 2.35 .30 3.50 .30 3.70 .25 2.10 .25 .30 3.05 .30 3.00 .30 2.35 .30 3.50 .30 3.70 .25 2.10 .25 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .75 .75 .75 .75 .75 .60 .75 .60 .75 1.00 .60 1.00 .60 1.00 1.00 1.00 1.00 .75 .60 .75 .60 .75 1.00 .60 1.00 .60 .75 .75 .75 .75 .75 .75 .75 .75 1.00 1.00 1.00 1.00 .60 .60 1.00 .60 1.00 .60 2.78 2.45 2.78 8.00 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .30 2.48 3.98 3.80 2.65 3.30 3.50 20.00 4.00 .75 3.25 40.00 .30 2.35 .30 3.50 .30 3.70 .25 .30 2.35 .30 3.50 .30 3.70 .25 .25 2.40 .25 2.20 .25 2.40 .25 .30 3.05 .30 3.00 2.10 .25 .30 3.05 .30 3.00 2.10 .25 3.80 2.65 3.30 3.80 2.65 3.30 .30 3.00 .30 2.35 .30 .30 3.00 .30 2.35 .30 3.50 .30 3.50 .30 .75 .75 1.00 1.00 1.00 1.00 1.00 1.00 .75 .75 .75 .60 .75 .60 .75 1.00 .60 1.00 .60 1.00 1.00 .75 1.00 1.00 1.00 1.00 .60 .75 .60 .75 1.00 .60 1.00 .60 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .70 .70 .60 .60 .75 .60 .75 1.00 .60 1.00 .60 .70 .70 .60 .75 .75 1.00 1.00 .70 .70 .60 .75 .75 1.00 1.00 .70 .70 .60 .60 .75 .60 .75 1.00 .60 1.00 .60 .60 .30 .60 .30 .30 .25 .30 .25 .30 .25 .40 .40 .30 .60 .60 2.50 2.50 .60 .35 .80 .60 .80 .35 .35 .30 .90 .35 .35 1.20 .35 1.20 .90 .35 .35 .45 .45 .30 1.10 .40 .70 .35 .95 1.45 .40 .35 .30 \A1;1.20 \A1;1.17 \A1;0.15 \A1;0.40 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.15 \A1;0.35 \A1;0.15 \A1;0.40 \A1;0.50 \A1;0.35 0.40 0.30 0.20 0.40 0.40 0.10 0.10 0.30 0.10 0.30 .05 0.15 0.10 .20 .20 .30 .20 .20 .25 .30 .25 .30 .25 .40 .40 .30 .45 .45 .30 2.48 3.38 3.25 2.55 2.80 3.40 19.15 2.48 3.38 3.25 2.55 2.80 3.43 19.15 3.28 2.45 3.28 9.00 4.50 .30 3.75 .75 9.00 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.20 .10 .50 .35 .50 .10 .45 .35 .30 .90 .90 .90 2.00 .30 3.10 .30 2.50 .30 2.25 .30 2.95 .30 3.10 .25 2.10 .25 2.48 3.38 3.25 2.55 2.80 3.40 20.00 2.00 .30 3.10 .30 2.50 .30 2.25 .30 2.95 .30 3.10 .25 2.10 .25 2.48 3.38 3.25 2.55 2.80 3.43 20.00 .25 2.90 .25 2.20 .25 2.90 .25 3.28 2.45 3.28 9.00 4.50 .30 3.75 .75 2.00 .30 3.10 .30 2.50 .30 2.25 .30 2.95 .30 3.10 .25 2.10 .25 2.48 3.38 3.25 2.55 2.80 3.40 20.00 2.00 .30 3.10 .30 2.50 .30 2.25 .30 2.95 .30 3.10 .25 2.10 .25 2.48 3.38 3.25 2.55 2.80 3.43 20.00 .25 2.90 .25 2.20 .25 2.90 .25 3.28 2.45 3.28 9.00 4.50 .30 3.75 .75 9.00 2.00 .30 3.10 .30 2.50 .30 2.25 .30 2.95 .30 3.10 .25 2.10 .25 2.48 3.38 3.25 2.55 2.80 3.40 20.00 2.00 .30 3.10 .30 2.50 .30 2.25 .30 2.95 .30 3.10 .25 2.10 .25 2.48 3.38 3.25 2.55 2.80 3.43 20.00 .25 2.90 .25 2.20 .25 2.90 .25 3.28 2.45 3.28 9.00 4.50 .30 3.75 .75 9.00 9.00 0.40 0.30 0.20 0.40 0.40 0.10 0.10 0.30 0.10 0.30 .05 0.15 0.10 .90 .90 .90 2.00 .30 3.10 .30 2.50 .30 2.25 .30 2.95 .30 3.10 .25 2.10 .25 2.48 3.38 3.25 2.55 2.80 3.40 20.00 2.00 .30 3.10 .30 2.50 .30 2.25 .30 2.95 .30 3.10 .25 2.10 .25 2.48 3.38 3.25 2.55 2.80 3.43 20.00 .25 2.90 .25 2.20 .25 2.90 .25 3.28 2.45 3.28 9.00 4.50 .30 3.75 .75 9.00 .90 .90 .15 .20 .40 .90 .15 .50 .10 .40 .30 .80 .80 .40 .30 2.50 .30 2.25 2.95 .30 3.25 2.55 2.80 .30 2.50 .30 2.25 .30 2.95 .30 3.25 2.55 2.80 .60 .30 .60 .30 .30 .25 .30 .25 .30 .25 .30 3.70 .20 .20 .30 \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.50 \A1;0.40 \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.50 \A1;0.30 \A1;0.40 \A1;0.40 .30 1.00 .40 .40 1.35 .40 1.35 1.00 .40 .30 1.10 1.15 1.10 1.40 1.30 1.30 .25 .25 .30 .30 .25 .25 .30 .30 .30 .30 .25 .25 .80 .30 .80 .30 .80 .30 .35 .25 .35 .25 .25 .25 .65 .15 .35 .15 .30 .25 .25 .25 .25 1.40 .65 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .70 .70 .70 .90 .90 .70 .70 .90 .90 .70 .70 .70 .70 .90 .90 .90 .70 .70 .90 .90 .70 .70 .70 .70 .90 .90 .70 .70 .90 .90 .70 .70 .70 .70 .90 .90 .90 .70 .70 .15 .20 .30 .40 .20 1.00 2.60 .20 .10 .30 VARIABLE .10 .20 .10 .20 .50 .20 .10 .15 .25 .10 .10 2.20 .25 .25 .50 .25 .50 .15 .10 .20 .25 .10 .40 .30 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.45 .20 .25 .25 .70 .70 2.80 2.80 .75 .40 1.00 .75 1.00 .40 .40 .15 1.55 .60 1.55 .15 4.00 4.00 1.90 1.30 1.30 .15 3.70 .15 4.00 1.90 1.60 .15 .15 1.60 .15 1.90 .15 .30 .30 .15 .20 .30 .20 .30 .50 .50 .65 .65 .15 .15 2.35 .25 .20 .20 .25 .25 \A1;0.15 \A1;0.50 \A1;0.40 \A1;0.30 \A1;0.50 \A1;1.20 \A1;1.17 \A1;0.27 \A1;0.50 \A1;0.15 \A1;0.35 .15 \A1;0.30 .45 .30 .35 .25 .30 .30 1.20 .15 2.60 .15 2.20 .15 2.60 .15 2.78 2.45 2.78 8.00 .15 3.65 .15 2.50 .15 3.65 .15 2.50 \A1;.15 3.00 .15 3.35 .15 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .30 .15 3.65 .15 2.50 .15 3.65 .15 2.50 .15 3.00 .15 3.35 .15 2.48 3.98 3.80 2.65 3.30 3.50 20.00 4.00 .75 3.25 8.00 .15 2.60 .15 2.20 .15 2.60 .15 2.78 2.45 2.78 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .30 .15 3.65 .15 4.00 .75 3.25 8.00 2.50 .15 3.65 .15 2.50 .15 3.00 .15 3.35 .15 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .15 3.65 .15 2.50 .15 3.65 .15 2.50 \A1;.15 3.00 .15 3.35 .15 8.00 .15 2.60 .15 2.20 .15 2.60 .15 2.78 2.45 2.78 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .30 .15 4.00 .75 3.25 8.00 .15 3.65 .15 2.50 .15 3.00 .15 3.35 .15 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .15 .15 3.65 .15 2.50 .15 3.00 .15 3.35 .15 8.00 6.30 6.30 .15 2.60 .15 2.20 .15 2.60 .15 2.78 2.45 2.78 8.00 .13 4.53 .15 8.25 3.70 1.90 .15 .75 .15 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .30 .15 1.50 .15 2.85 .15 14.75 .15 2.48 3.98 3.80 2.65 3.30 3.50 20.00 4.00 .75 3.25 8.00 .25 1.20 .15 2.20 .75 1.10 .35 .15 2.10 .75 .15 1.10 1.50 .15 1.20 .15 1.00 2.60 2.15 \A1;.70 \A1;1.65 \A1;.60 \A1;.70 \A1;.60 \A1;.75 \A1;1.80 \A1;.75 \A1;1.20 \A1;.25 \A1;.25 \A1;.25 \A1;.25 .40 1.80 .25 .30 .40 1.80 .25 .30 2.20 .73 .75 .15 .37 .15 .95 .75 .70 .75 .15 .73 .75 .15 .38 .15 .95 .15 1.20 .80 .10 .80 .10 1.63 .75 .88 .88 .75 1.63 1.30 1.80 .65 1.80 .65 .40 .75 .15 1.80 .15 \A1;.35 \A1;.35 1.40 .60 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.20 2.65 .90 .15 .15 1.45 .10 1.45 2.65 2.90 .90 2.80 1.30 \A1;2.40 .90 .30 3.00 2.65 2.90 .90 2.80 1.30 1.90 1.20 .15 .75 1.40 .73 1.80 \A1;.50 \A1;.38 \A1;.50 \A1;.38 \A1;.23 \A1;.23 \A1;.36 \A1;.16 \A1;.36 \A1;.16 1.80 .73 1.40 .75 .15 1.10 1.10 \A1;.27 \A1;.27 \A1;.27 .90 2.80 1.30 1.90 1.20 .15 .75 1.40 \A1;.50 \A1;.38 1.10 1.10 \A1;.27 \A1;.50 \A1;.38 \A1;.23 \A1;.23 \A1;.36 \A1;.16 \A1;.36 \A1;.16 1.40 .75 .15 .75 .88 .88 .75 1.63 1.30 1.80 .65 1.80 .65 .40 .75 .15 1.80 .15 .15 1.45 .10 1.45 2.65 2.90 .90 2.80 1.30 .90 .30 2.65 2.90 .80 .10 1.20 .10 .80 .80 .10 .80 .10 1.63 .15 .95 .75 .70 .75 .15 .73 .75 .15 .38 .15 .95 .15 .40 1.80 .25 .30 .40 1.80 .25 .30 .73 .75 .15 .37 2.65 .90 .15 2.10 .90 1.20 2.20 .15 2.20 .15 .15 2.20 .15 .15 .38 .15 .15 .75 .15 .15 .38 .15 .15 .75 .15 .15 .38 .15 .15 .75 .15 .15 .38 .15 .15 .75 .15 3.45 1.00 3.25 3.10 .60 3.10 .40 .75 .15 1.50 .45 1.20 .80 1.80 .65 3.10 1.30 1.80 .15 3.45 1.00 3.25 \A1;1.17 \A1;.50 \A1;2.35 .15 2.10 .90 .45 2.20 .15 3.65 .15 1.45 .10 1.45 2.65 .15 .90 2.90 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.20 2.85 \A1;.25 \A1;.25 .73 1.80 1.80 .73 .15 3.10 .20 2.80 .20 2.80 .20 1.20 10.65 .15 2.50 .15 .45 .20 .40 .60 1.80 .20 .40 .60 1.80 .20 .40 .40 .30 .40 .20 11.15 2.80 .20 1.00 1.80 1.00 1.80 .80 .30 .60 2.80 .30 1.45 .15 2.85 .15 1.40 1.20 1.00 1.80 1.00 1.80 1.00 1.80 1.75 1.35 .10 1.40 .30 2.20 .10 1.40 .30 2.20 1.00 1.80 1.00 1.80 .40 .40 .10 .70 .10 2.80 .10 .70 .10 1.00 2.80 .20 .15 1.75 .15 2.68 .15 2.85 .33 4.20 .20 1.00 1.00 1.00 1.00 .90 .90 .90 1.00 1.00 2.80 1.82 12.45 .15 3.10 .20 2.80 .20 2.80 .20 2.80 .20 12.45 .50 2.50 .50 2.00 2.00 2.80 1.80 .40 1.80 .40 .10 .10 1.00 1.00 1.80 .40 1.80 .40 .10 .10 1.00 1.00 .40 1.50 1.10 .60 1.10 .60 .15 3.10 .20 2.80 .20 2.80 .20 .80 10.25 .15 3.10 .20 2.80 .20 2.80 .20 .80 10.25 .95 .30 1.00 .30 1.00 .30 2.25 .30 2.10 1.00 .15 2.78 2.45 2.78 8.00 2.48 3.98 3.80 2.65 3.30 3.50 20.00 2.48 3.98 3.80 2.65 3.30 3.50 20.00 4.00 .75 3.25 8.00 1.20 1.50 1.20 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.30 1.30 .80 .30 .80 .30 .80 .30 .35 .25 .35 .25 .10 .45 .35 .30 1.40 .65 .50 .65 .15 .35 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.30 .45 .35 .25 .25 .30 .30 .25 .25 .30 .30 .30 .30 .25 .25 .15 .30 .25 .25 .25 .25 .30 .25 .30 .30 2.78 2.45 2.78 8.00 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .30 2.48 3.98 3.80 2.65 3.30 3.50 20.00 4.00 .75 3.25 8.00 .25 2.40 .25 2.20 .25 2.40 .25 .30 3.05 .30 3.00 .30 2.35 .30 3.50 .30 3.70 .25 2.10 .25 .30 3.05 .30 3.00 .30 2.35 .30 3.50 .30 3.70 .25 2.10 .25 2.25 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .75 .75 .75 .75 .75 .60 .75 .60 .75 1.00 .60 1.00 .60 1.00 1.00 1.00 1.00 .75 .60 .75 .60 .75 1.00 .60 1.00 .60 .75 .75 .75 .75 .75 .75 .75 .75 1.00 1.00 1.00 1.00 .60 .60 1.00 .60 1.00 .60 2.78 2.45 2.78 8.00 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .30 2.48 3.98 3.80 2.65 3.30 3.50 20.00 4.00 .75 3.25 40.00 .30 2.35 .30 3.50 .30 3.70 .25 .30 2.35 .30 3.50 .30 3.70 .25 .25 2.40 .25 2.20 .25 2.40 .25 .30 3.05 .30 3.00 2.10 .25 .30 3.05 .30 3.00 2.10 .25 3.80 2.65 3.30 3.80 2.65 3.30 .30 3.00 .30 2.35 .30 .30 3.00 .30 2.35 .30 3.50 .30 3.50 .30 .75 .75 1.00 1.00 1.00 1.00 1.00 1.00 .75 .75 .75 .60 .75 .60 .75 1.00 .60 1.00 .60 1.00 1.00 .75 1.00 1.00 1.00 1.00 .60 .75 .60 .75 1.00 .60 1.00 .60 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .70 .70 .60 .60 .75 .60 .75 1.00 .60 1.00 .60 .70 .70 .60 .75 .75 1.00 1.00 .70 .70 .60 .75 .75 1.00 1.00 .70 .70 .60 .60 .75 .60 .75 1.00 .60 1.00 .60 .60 .30 .60 .30 .30 .25 .30 .25 .30 .25 .40 .40 .30 .60 .60 2.50 2.50 .60 .35 .80 .60 .80 .35 .35 .30 .90 .35 .35 1.20 .35 1.20 .90 .35 .35 \A1;8.10 .45 .45 .30 1.10 .40 .70 .35 .95 1.45 .40 .35 .30 \A1;1.20 \A1;1.17 \A1;0.15 \A1;0.40 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.15 \A1;0.35 \A1;0.15 \A1;0.40 \A1;0.50 \A1;0.15 \A1;0.35 0.40 0.30 0.20 0.40 0.40 0.10 0.10 0.30 0.10 0.30 .05 0.15 0.10 .20 .20 .30 .20 .20 .25 .30 .25 .30 .25 CIMENTACION C-3 C-3 C-1' C-1' C-1' C-4 C-4 C-4 C-4 C-1' C-1' C-1' C-1 C-1 C-6 C-6 C-2 C-5 C-5 C-4 C-4 VC - 1 VC - 2 VC - 2 VC - 3 VC - 3 VC - 4 VC - 4 VC - 3 VC - 3 Z-2 Z-4 Z-4 Z-2 Z-1 Z-4 Z-5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 A A A A 4 A A A A A A A A C C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 5 5 F D C B A E F 5 A 1 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 F D C A B A E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VC - 6 VC - 6 C-6 C-5 DE CIMENTACION ESPECIFICACIONES TECNICAS \W5.15464; 2 - UNIDAD DE ALBAÑILERIA HECHA A MAQUINA f 'm=35 Kg/cm - MORTERO DE CEMENTO: 1:5 \W5.15464; 2 \W5.15464; 2 \W5.15464; qa = 0.80 Kg/cm \W5.15464; fy = 4200 Kg/cm \W5.15464; 2 - ZAPATAS ARMADAS, VIGAS DE CIMENTACION COLUMNAS, ESCALERAS: f 'c=210 Kg/cm - CIMIENTO CORRIDO: 1/10+30% PIEDRA DE 6" max. - SOBRECIMIENTOS: 1/8+25% PIEDRA DE 4" max. CONCRETO : ALBAÑILERIA : RECUBRIMIENTOS : ACERO : TERRENO : - LOSAS Y ESCALERA 2.00 cm - CIMIENTOS Y ELEMENTOS DE CIMENTACION VACEADOS DIRECTAMENTE SOBRE EL TERRENO 7.00 cm - COLUMNAS, ZAPATAS SOBRE SOLADO Y ELEMENTOS DE CIMENTACION ENCOFRADOS 4.00 cm ESCALA 1/50 RESPONSABLE : PLANO: PROYECTO PROPIETARIO : E-1 1 / 50 ESCALA: FECHA: LAMINA: CIMENTACIÓN "HOSTAL DOS ESTRELLAS" 100 X 70CMS PLOTEAR EN ESCALA 1/50 Z-5 Z-4 Z-3 Z-3 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 VC - 5 VC - 5 VC - 2 VC - 2 Z-1 2.50 x 1.50 H= 0.45 1er CUADRO DE ZAPATAS PISO Y MEZANINE Z-5 Z-1 Z-2 Z-3 Z-4 Z-2 2.50 x 1.30 H= 0.45 Z-3 1.50 x 1.50 H= 0.45 Z-4 1.50 x 1.20 H= 0.45 Z-5 1.20 x 1.20 H= 0.45 C-2 C-1 C-4 C-5 d .30 6 d 3/4" 1er CUADRO DE COLUMNAS PISO .30 X .30 .25 X .25 ESTRIBOS d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 4 d 3/4" + 2d 5/8" C-3 4 d 5/8" .25 X .25 C-6 .25 X .25 5 5 .30 5 5 5 3ro y PISO Y MEZANINE 5 5 5 5 5 5 .30 X .30 6 d 3/4" .30 X .30 6d 5/8" 4 d 5/8" + 2d 1/2" .25 X .25 4 d 5/8" 4 d 5/8" VIGA DE CIMENTACION VC - 1 (.30X.80) 1 1 F A 2 d1/2" 3 d5/8" 3 d5/8" d 3/8" 1@ .05 - 8@ .10 - 3@0.15 Resto @ .20 CORTE 1 - 1 3 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 2 d1/2" VIGA DE CIMENTACION VC - 2 (.30X.80) 2 2 F A 2 d1/2" 3 d5/8" 3 d5/8" CORTE 2 - 2 3 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 2 d1/2" d 3/8" 1@ .05 - 8@ .10 - 3@0.15 Resto @ .20 2 d3/4" 2 d5/8" 2 d5/8" 2' 2' 2' 2' CORTE 2' - 2' 3 d5/8" 5 d5/8" 5 5 ESC. 1/25 2 d1/2" 2 d3/4" VIGA DE CIMENTACION VC - 3 (.25X.35) 3 3 3 3 A 3 d5/8" 3 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 B E A 3 d5/8" CORTE 3 - 3 2 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 VIGA DE CIMENTACION VC - 4 (.25X.35) 4 4 4 4 A 2 d5/8"+1d1/2 2 d5/8"+1d1/2 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 B E A CORTE 4 - 4 2 d5/8" 2 d5/8" 5 5 ESC. 1/25 ESC. 1/25 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 2 d5/8"+1d1/2 1 d1/2" SOLADO fc=100 Kg/cm CEMENTO HORMIGON 1:12 d1/2"@.20 N. EXC -1.40 5 5 5 CONCRETO F'C 210 kg/cm2 4 d5/8" +2d1/2" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 5 5 VIGA DE CIMENTACION VC - 5 (.25X.35) ESC. 1/25 CORTE A - A ESC. 1:20 5 5 N. EXC -0.65 5 N.PT. 0.15 5 5 5 .30 X .15 6 d1/2" 5 5 .25 X .25 5 5 d 3/8" 1@ .05 - 6@ .10 - 3@.15 Resto @ .20 d 1/4" 1@ .05 - 6@ .10 - 4@.15 Resto @ .20 2do PISO 4to ESC. 1:20 ZAPATA TIPICA N.T ± 0.00 SOLADO fc=100 Kg/cm CEMENTO HORMIGON 1:12 ARENILLA COMPACTADA d1/2"@.20 VC - 3 N.PT. 0.15 5 N. EXC -1.40 5 5 5 5 CONCRETO F'C 210 kg/cm2 5 V A C I O V A C I O SEGUNDO ALIGERADO VP- 303 VP- 303 VP- 303 VP- 302 VP- 302 VP- 302 VP- 301 VP- 301 VP- 301 VP- 301 VP- 301 VP- 301 VP- 300 VP- 300 VA- 2 VA- 2 VA- 2 VS- 307 VS- 307 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 V A C I O ESCALERA VA- 2 VA- 1 V A C I O V A C I O VS- 305 VP- 302 VP- 302 VP- 302 VP- 301 VP- 301 VP- 301 VP- 301 VP- 301 VP- 301 VP- 304 VP- 300 VP- 300 VA- 2 VA- 2 VA- 2 VS- 307 VS- 307 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 V A C I O ESCALERA VA- 2 VA- 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 5 5 F D C B A E F A 1 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 F D C A B A E F PATIO ALIGERADO MEZZANINE VP- 103 VP- 103 VP- 103 VP- 101 VP- 101 VP- 101 VP- 101 VP- 101 VP- 101 VA 5 5 5 5 5 5 5 5 5 5 5 5 VS- 105 1d1/2" 1d1/2" VS- 107 VS- 107 5 5 VA- 1 VA- 2 VS- 106 VACIO SOBRE VS- 105 VP- 103 VP- 103 VP- 103 VP- 102 VP- 101 VP- 101 VP- 101 VP- 101 VP- 101 VP- 101 VA- 2 VP- 104 5 5 5 5 5 5 1d3/8" 5 5 5 5 5 5 VS- 105 1d1/2" 1d1/2" VS- 107 VS- 107 5 5 VA- 1 VA- 2 VS- 106 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 5 5 F D C B A E F 5 A 1 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 F D C A B A E F V A C I O PRIMER ALIGERADO VP- 203 VP- 203 VP- 203 VP- 202 VP- 202 VP- 202 VP- 201 VP- 201 VP- 201 VP- 201 VP- 201 VP- 201 VP- 200 VA- 2 VS- 205 VP- 200 VS- 207 VS- 207 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V A C I O ESCALERA VA- 1 V A C I O VS- 205 VP- 203 VP- 203 VP- 203 VP- 202 VP- 202 VP- 202 VP- 201 VP- 201 VP- 201 VP- 201 VP- 201 VP- 201 VP- 200 VA- 2 VS- 205 VP- 204 VP- 200 VS- 207 VS- 207 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V A C I O ESCALERA VA- 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 5 5 F D C B A E F 5 A 1 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 F D C A B A E F 5 VACIO SOBRE ESCALERA VACIO SOBRE ESCALERA VACIO V A C I O V A C I O T T W W ver detalle D-2 Pórtico de concreto (lámina E-3) ver detalle D-1 Pórtico de concreto (lámina E-3) RESPONSABLE : PLANO: PROYECTO PROPIETARIO : E-2 1 / 50 ESCALA: FECHA: LAMINA: PLANO DE ALIGERADO ESC. 150 ESC. 150 ESC. 150 "HOSTAL DOS ESTRELLAS" 100 X 70CMS PLOTEAR EN ESCALA 1/50 ACERO DE TEMPERATURA = d1/4"@ 0.25 0.40 CORTE TIPICO DE LOSA ALIGERADA 0.30 0.20 0.40 0.40 0.10 0.10 0.30 0.10 0.30 .05 ESC. 1:10 0.15 0.10 ESPECIFICACIONES TECNICAS DE ALIGERADO - \fArial|b0|i0|c0|p34;VIGAS, LOSA ALIGERADA = 210Kg/cm CONCRETO : - fy = 4200 Kg/cm ACERO : - \fArial|b0|i0|c0|p34;\H1.25x;VIGAS = 4 cm RECUBRIMIENTOS : - \fArial|b0|i0|c0|p34;\H1.25x;DINTELES, LOSA ALIGERADA, VIGAS CHATAS Y LOSAS = 2.5 cm - ESCALERAS = 300 Kg/m - ALIGERADO = 300 Kg/m S / C : - AZOTEA = 200 Kg/m \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 100 X 70CMS PLOTEAR EN ESCALA 1/50 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" VP- 102 VP- 102 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VA- 2 VA- 2 V A C I O V A C I O TERCER y CUARTO ALIGERADO VS- 405 VS- 405 VP- 403 VP- 403 VP- 403 VP- 402 VP- 402 VP- 402 VP- 401 VP- 401 VP- 401 VP- 401 VP- 401 VP- 401 VP- 400 VP- 400 VS- 407 VS- 407 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 5 V A C I O ESCALERA VA- 2 VA- 2 VA- 2 VA- 2 VS- 405 VA- 1 VA- 1 VA- 1 V A C I O V A C I O VP- 401 VP- 401 VP- 401 VP- 401 VP- 400 VS- 405 VP- 404 VP- 404 VP- 400 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VA- 1 VA- 1 VA- 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 5 5 F D C B A E F 5 A 1 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 F D C A B A E F V A C I O V A C I O VP- 601 VP- 601 VP- 601 VP- 601 VP- 601 VP- 601 1d1/2" 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 V A C I O ESCALERA VA- 2 VA- 2 VA- 2 VA- 2 V A C I O V A C I O VS- 605 VP- 601 VP- 601 VP- 601 VP- 601 VP- 601 VP- 601 VS- 605 VP- 604 VP- 604 5 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 V A C I O ESCALERA VA- 2 VA- 2 VA- 2 VA- 2 DETALLES DE PLACA DE FACHADA a a a a a a a a a a a a a a a a b b b b CORTE a - a 5 5 d 3/8" @ .20 d 3/8" @ .20 VIGA VP 200 5 5 5 5 d 3/8" @ .20 d 3/8" @ .20 4 d 3/8" 4 d 3/8" d1/4" @ .15 d1/4" @ .15 CORTE b - b 5 5 5 5 5 5 VARIABLE 5 5 5 5 5 VIGA VP 200 VIGA VP 300 d 3/8" @ .20 d 3/8" @ .20 5 d 3/8" @ .20 d 3/8" @ .20 CORTE W - W CORTE T - T 5 5 5 5 5 VIGA VP 200 d 3/8" @ .25 DETALLE D - 1 5 5 5 5 5 VIGA VP 100 d 3/8" @ .20 d 3/8" d 1/2" @ .20 d 3/8" @ .20 d 3/8" @ .20 5 5 5 .40 5 4 d 3/8" d 3/8" VIGA VP 200 d 3/8"@.20 CORTE P - P 4 d 3/8" 5 P P d 3/8"@.20 6 d 1/2" d 3/8"@.15 d 3/8"@.20 DETALLE D - 2 CORTE Q - Q d 3/8"@.15 6d 1/2" d 3/8"@.15 5 5 5 5 5 5 Q Q 5 5 5 5 5 V A C I O V A C I O 5 5 5 5 5 5 5 5 5 6 4 3 6 4 3 5 5 5 5 5 5 5 5 5 5 5 5 5 3 4 6 5 3 4 6 5 ALIGERADO AZOTEA (Pórtico de Ingreso) (Pórtico de Ingreso Hotel) RESPONSABLE : PLANO: PROYECTO PROPIETARIO : E-3 1 / 50 ESCALA: FECHA: LAMINA: 4º y 5º ALIGERADO Y DETALLES ESTRUCTURALES ESC. 1/20 ESC. 1/20 ESC. 1/20 ESC. 1/20 ESC. 1/20 ESC. 1/20 ESC. 1/20 ESC. 1/20 ESC. 1/20 5 5 5 5 5 5 5 5 ESC. 150 ESC. 150 "HOSTAL DOS ESTRELLAS" 100 X 70CMS PLOTEAR EN ESCALA 1/50 VA- 2 VA- 2 VP- 204 VP- 304 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 605 VS- 605 VS- 605 VS- 605 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" VIGA VP-101 = 201= 301=401=501 (.30 X .60) 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 8@ .10 - 3@.15 Resto @ .20 A F 3 3 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 4 4 3 d3/4" 3 d3/4" 3 d5/8" 3 d5/8" A F ESC. 1:25 3 d3/4" 2 d5/8" CORTE 3 - 3 5 5 ESC. 1:25 3 d5/8" 3 d3/4" 4 4 4 d5/8" CORTE 4 - 4 5 5 ESC. 1:25 3 d5/8" 3 d3/4" VIGA VP-102 = 202= 302=402 (.25 X .30) 2 d5/8" 2 d5/8" A F 5 5 2 d5/8" 2 d5/8" 1 d1/2" 6 6 2 d5/8" 2 d5/8" A F ESC. 1:25 2 d5/8" 2 d5/8" CORTE 5 - 5 5 5 ESC. 1:25 2 d5/8" 2 d1/2" 6 6 2 d5/8" 2 d5/8" 2 d1/2" 1 d1/2" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 2 d1/2" 2 d1/2" 2 d5/8" CORTE 6 - 6 5 5 ESC. 1:25 2 d5/8" 2 d1/2" B E VIGA VP-103 = 203= 303=403=503 (.25 X .30) 2 d5/8" 2 d5/8" A F 2 d5/8" 2 d5/8" 2 d5/8"+1d1/2" A F ESC. 1:25 2 d5/8" CORTE 7 - 7 5 5 ESC. 1:25 2 d5/8" 2 d1/2" 7 7 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 B E 2 d5/8"+1d1/2" 2 d5/8"+1d1/2" 7 7 7 7 2 d1/2" 2 d1/2" d 1/4" @ 0.15 CORTE A - A 5 5 ESC. 1:25 3 d1/2" 3 d1/2" VIGA VP-104 (.25 X .30) 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 2 d5/8" 2 d5/8" 8 2 d5/8" CORTE 15 - 15 2 d5/8" 2 d5/8" 6 5 4 3 2 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 7 VIGA VS-105 = 204= 304=404=504 =604 (.25 X .30) 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 8 2 d5/8" 8 6 5 4 3 2 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 7 5 5 ESC. 1:25 8 8 8 8 8 8 8 8 8 5 5 5 5 5 5 5 5 5 5 5 U U ESTRUCTURA DE TAPA CISTERNA ESC. 1:25 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 5 5 5 5 5 5 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 5 5 U U ESTRUCTURA DE FONDO CISTERNA ESC. 1:25 1d1/2"@.15 1d1/2"@.15 d3/8"@.15 d3/8"@.15 d1/2"@.15 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE U - U ESC. 1:25 d1/2"@.15 d1/2"@.15 d3/8"@.15 d1/2"@.15 d3/8"@.15 d3/8"@.15 d1/2"@.15 d3/8"@.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 tapa 3 d1/2" d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 VIGA VA VIGA VA-1 VIGA VA-2 3 d1/2" 3 d1/2" 3 d1/2" 4 d1/2" 3 d1/2" d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 VIGA VA VIGA VA-1 VIGA VA-2 5 5 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 8 CORTE 19 - 19 3 d1/2" 19 19 3 d1/2" 3 d1/2" d 3/8" 1@ .05 - 5@ .15 Resto @ .20 7 VIGA VS-107 = 207= 307=407 (.25 X .30) 8 CORTE 19 - 19 3 d1/2" 19 19 3 d1/2" 3 d1/2" d 3/8" 1@ .05 - 5@ .15 Resto @ .20 7 5 5 ESC. 1:25 ESC. 1:25 2 1 8 7 6 5 4 3 d3/8" @ 0.20 d1/2"@ 0.15 d3/8" @ 0.15 d3/8" @ 0.15 d3/8" @ 0.15 d3/8"@ 0.15 e = 0.15 PRIMER TRAMO PASOS 1-8 5 d1/2"@0.15 13 d3/8" @0.20 d3/8"@0.15 5 0.15 14 12 11 10 9 5 SEGUNDOTRAMO ESC. 1:20 15 16 TIPICO 8 MEZANINE d3/8"@0.15 d1/2"@0.15 d3/8" @0.20 d3/8"@0.15 ESC. 1:20 ESCALERA Nº 2 RESTAURANTE RESPONSABLE : PLANO: PROYECTO PROPIETARIO : E-4 INDICADA ESCALA: FECHA: LAMINA: DETALLES DE VIGAS, ESCALERAS 5 5 5 "HOSTAL DOS ESTRELLAS" 0.50 2 1 10 9 8 7 6 5 4 3 d3/8" @ 0.20 d1/2"@ 0.15 d1/2" @ 0.15 d3/8" @ 0.15 d3/8" @ 0.15 2d5/8" 2d5/8" d1/2"@ 0.15 e = 0.15 d 3/8" @ .0.15 PRIMER TRAMO PASOS 1-10 5 5 15 d3/8" @0.15 d3/8"@0.15 d1/2"@ 0.15 5 d1/2"@0.15 16 14 13 12 11 5 SEGUNDO TRAMO PASOS 10-16 ESC. 1:20 d3/8"@0.15 10 d1/2"@0.15 d1/2"@0.15 VIGA VA-2 d 3/8" @ .0.15 2d5/8" 2d5/8" e = 0.15 MEZANINE 5 0.50 21 d3/8" @0.15 d1/2"@0.15 22 20 19 18 17 5 TERCER TRAMO PASOS 16-22 ESC. 1:20 16 d1/2"@0.15 d1/2"@0.15 e = 0.15 MEZANINE DESCANSO 5 0.50 d1/2"@0.15 26 d3/8" @0.20 d1/2"@0.15 5 0.15 27 25 24 23 22 5 CUARTO TRAMO ESC. 1:20 28 29 TIPICO 21 SEGUNDO PISO d3/8"@0.15 d1/2"@0.15 d3/8" @0.20 d1/2"@0.15 5 0.50 5 5 5 CIMENTACION 2 d1/4" @ 3 HILADAS CON COLUMNA ESC. 1:20 DETALLE ENCUENTRO DE MURO 0.40 0.40 VIGA VP-100 = 200= 300=400=500 (.30 X .40) CORTE 1 - 1 1 1 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 2 2 2 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 2 d3/4" 2 d3/4" 2 d5/8" 2 d5/8" 2 d5/8" A C F CORTE 2 - 2 2 d5/8" 2 d3/4" 4 d5/8" CORTE 1 - 1 1 1 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 2 2 2 2 d3/4" 2 d3/4" 2 d5/8" 2 d5/8" 2 d5/8" A C F 2 d5/8" 2 d3/4" 2 d5/8" CORTE 2 - 2 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 5 5 5 5 5 5 5 5 VIGA VP-204 = 304= 404=504 (.30 X .45) 6 6 3 d5/8" 2 d5/8" 3 d5/8" 2 d5/8" 5 5 5 5 d 3/8" 1@ .05 - 8@ .10 - 3@.15 Resto @ .20 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 3 d3/4" 3 d3/4" 2 d3/4" 2 d3/4" A D F 3 d5/8" CORTE 5 - 5 3 d5/8" CORTE 6 - 6 5 d3/4" 2 d3/4" 5 d3/4" 6 6 3 d5/8" 2 d5/8" 3 d5/8" 2 d5/8" 5 5 5 5 3 d3/4" 3 d3/4" 2 d3/4" 2 d3/4" A D F CORTE 5 - 5 CORTE 6 - 6 2 d3/4" 2 d3/4" 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 N. EXC -1.20 N. EXC -1.20 N. EXC -0.65 C-2' 4 d 5/8" + 2d 1/2" C-1' 4d 3/4" + 4d5/8" .30 X .45 .45 5 4d 3/4" + 2d5/8" .30 X .45 .35 .25 C-2' d .35 8 d 5/8" 5 5 .30 X .30 6d 5/8" 19 20 21 22 23 24 25 18 17 16 15 14 13 12 DORMITORIO 06 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 05 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 04 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 03 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 02 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 01 PISO CERAMICO .30x.30 NPT +3.45 PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO V A C I O DORMITORIO 13 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 12 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 11 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 10 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 08 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 07 PISO CERAMICO .30x.30 NPT +6.45 PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO V A C I O 1 2 3 4 5 6 7 PATIO DE SERVICIO BAÑO VARONES BAÑO DAMAS PISO CERAMICO .30x.30 DESPENSA C O C I N A PISO CERAMICO .30x.30 NPT +0.15 RECEPCION PISO CERAMICO .30x.30 NPT +3.45 RESTAURANTE PISO CERAMICO .40x.40 NPT +0.15 NPT +0.00 DORMITORIO 09 PISO CERAMICO .30x.30 NPT +6.45 V A C I O 04 05 06 07 08 09 10 11 36 37 38 39 40 41 42 35 34 33 32 31 30 29 27 53 38 39 40 41 42 52 51 50 49 48 47 46 44 43 LAVANDERIA PISO CERAMICO .40x.40 NPT +9.45 PISO CEMENTO PULIDO NPT +9.45 PISO CERAMICO .30x.30 BAÑO DEPOSITO PISO CERAMICO .30x.30 NPT +9.45 TENDAL PISO CEMENTO PULIDO NPT +9.45 DUCTO DUCTO 5 5 5 5 5 5 5 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F 5 5 5 5 5 5 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F 5 5 5 5 5 5 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F 5 5 5 5 5 5 5 5 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F 5 5 5 5 5 5 5 5 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-1 P-2 P-3 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-4 P-4 P-4 P-4 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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-5 P-5 P-5 P-5 P-5 P-5 P-5 P-4 P-4 P-4 P-4 P-4 P-4 5 5 5 PLANTA PRIMER NIVEL ESC: 1/50 PLANTA SEGUNDO\fArial|b0|i0|c204|p34; NIVEL ESC: 1/50 PLANTA TERCER\fArial|b0|i0|c204|p34; NIVEL ESC: 1/50 PLANTA AZOTEA\fArial|b0|i0|c204|p34; ESC: 1/50 P-3 P-3 P-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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CTO DE PLANCHADO A A A A A A A C C B B C C A A B B B B C C B B C C P-1 V-1 V-2 V-2 V-3 V-3 V-3 V-3 V-3 V-3 V-3 V-3 V-4 V-5 V-5 V-6 V-6 5 5 5 5 V-3 V-3 V-3 V-3 V-3 V-3 V-4 V-5 V-6 V-6 V-3 V-7 V-7 V-7 V-5 CORTE B - B CORTE A - A CORTE C - C NPT±0.00 INGRESO NPT+0.15 NPT+0.15 RESTAURANTE COCINA NPT+0.15 NPT+3.45 \W7.49851; DORMITORIO 01 NPT+3.45 SSHH \W7.24980; DORMITORIO 03 \W7.24078; DORMITORIO 05 NPT+3.45 NPT+3.45 NPT+6.45 \W7.25109; DORMITORIO 07 NPT+6.45 SSHH \W7.25495; DORMITORIO 10 \W7.26397; DORMITORIO 12 NPT+6.45 NPT+6.45 \W2.50109; CTO. DE PLANCHADO NPT+9.45 \W7.21317; TENDAL NPT+9.45 BRUÑA 1cm BRUÑA 1cm BRUÑA 1cm BRUÑA 1cm BARANDA Fºgº d 4" BARANDA Fºgº d 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 5 5 5 5 1 11 12 13 14 15 16 17 18 19 28 29 30 31 32 33 34 35 36 45 46 47 48 49 50 51 52 53 27 44 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT+0.15 RESTAURANTE \W5.40647; RECEPCION NPT+3.45 \W7.24722; DORMITORIO 09 NPT+6.45 \W6.07335; DEPOSITO NPT+9.45 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT+9.45 NPT+6.45 NPT+3.45 NPT+0.15 NPT+9.45 NPT+6.45 NPT+3.45 NPT+0.15 N.T+9.45 N.T.T+12.45 N.T+10.05 N.T+10.55 N.T+10.25 5 5 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F CIMENTACION ESC: 1/50 Z-5 Z-5 Z-4 Z-4 Z-4 Z-4 Z-3 Z-3 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 Z-2 VC - 4 VC - 4 VC - 3 VC - 3 VC - 6 VC - 6 A A A A A A A A A A A A A A A A A A VC - 2 VC - 2 VC - 2 VC - 1 VC - 2 C-4 C-4 C-4 C-4 C-4 C-4 C-5 C-5 C-1' C-1' C-1' C-1' C-1' C-1' C-1' C-1' C-2 C-2' C-1 C-3 C-5 C-6 C-6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA DE CIMENTACION VC - 1 (.30X.80) 1 1 F A 2 d1/2" 3 d5/8" 3 d5/8" d 3/8" 1@ .05 - 8@ .10 - 3@0.15 Resto @ .20 CORTE 1 - 1 3 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 2 d1/2" VIGA DE CIMENTACION VC - 2 (.30X.80) 2 2 F A 2 d1/2" 3 d5/8" 3 d5/8" CORTE 2 - 2 3 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 2 d1/2" d 3/8" 1@ .05 - 8@ .10 - 3@0.15 Resto @ .20 2 d3/4" 2 d5/8" 2 d5/8" 2' 2' 2' 2' CORTE 2' - 2' 3 d5/8" 5 d5/8" 5 5 ESC. 1/25 2 d1/2" 2 d3/4" VIGA DE CIMENTACION VC - 3 (.25X.35) 3 3 3 3 A 3 d5/8" 3 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 B E 3 d5/8" CORTE 3 - 3 2 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 VIGA DE CIMENTACION VC - 4 (.25X.35) 4 4 4 4 A 2 d5/8"+1d1/2 2 d5/8"+1d1/2 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 B E F CORTE 4 - 4 2 d5/8" 2 d5/8" 5 5 ESC. 1/25 ESC. 1/25 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 2 d5/8"+1d1/2 1 d1/2" N. EXC -1.20 N. EXC -1.20 N. EXC -0.65 F ESC. 1:20 ZAPATA TIPICA N.T ± 0.00 SOLADO fc=100 Kg/cm CEMENTO HORMIGON 1:12 ARENILLA COMPACTADA d1/2"@.20 VC - 3 N.PT. 0.15 5 N. EXC -1.40 5 5 5 5 CONCRETO F'C 210 kg/cm2 5 5 5 N. EXC -0.65 5 N.PT. 0.15 5 5 5 CIMENTACION 2 d1/4" @ 3 HILADAS CON COLUMNA ESC. 1:20 DETALLE ENCUENTRO DE MURO 0.40 0.40 Z-1 2.50 x 1.50 H= 0.45 1er CUADRO DE ZAPATAS PISO Y MEZANINE Z-5 Z-1 Z-2 Z-3 Z-4 Z-2 2.50 x 1.30 H= 0.45 Z-3 1.50 x 1.50 H= 0.45 Z-4 1.50 x 1.20 H= 0.45 Z-5 1.20 x 1.20 H= 0.45 DE CIMENTACION ESPECIFICACIONES TECNICAS \W5.15464; 2 - UNIDAD DE ALBAÑILERIA HECHA A MAQUINA f 'm=35 Kg/cm - MORTERO DE CEMENTO: 1:5 \W5.15464; 2 \W5.15464; 2 \W5.15464; qa = 0.80 Kg/cm \W5.15464; fy = 4200 Kg/cm \W5.15464; 2 - ZAPATAS ARMADAS, VIGAS DE CIMENTACION COLUMNAS, ESCALERAS: f 'c=210 Kg/cm - CIMIENTO CORRIDO: 1/10+30% PIEDRA DE 6" max. - SOBRECIMIENTOS: 1/8+25% PIEDRA DE 4" max. CONCRETO : ALBAÑILERIA : RECUBRIMIENTOS : ACERO : TERRENO : - LOSAS Y ESCALERA 2.00 cm - CIMIENTOS Y ELEMENTOS DE CIMENTACION VACEADOS DIRECTAMENTE SOBRE EL TERRENO 7.00 cm - COLUMNAS, ZAPATAS SOBRE SOLADO Y ELEMENTOS DE CIMENTACION ENCOFRADOS 4.00 cm C-2 C-1 C-4 C-5 d .30 6 d 3/4" 1er CUADRO DE COLUMNAS PISO .30 X .30 .25 X .25 ESTRIBOS d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 4 d 3/4" + 2d 5/8" C-3 4 d 5/8" .25 X .25 C-6 .25 X .25 5 5 .30 5 5 5 3ro y PISO Y MEZANINE 5 5 5 5 5 5 .30 X .30 6 d 3/4" .30 X .30 6d 5/8" 4 d 5/8" + 2d 1/2" .25 X .25 4 d 5/8" 4 d 5/8" 5 5 .30 X .15 6 d1/2" 5 5 .25 X .25 5 5 d 3/8" 1@ .05 - 6@ .10 - 3@.15 Resto @ .20 d 1/4" 1@ .05 - 6@ .10 - 4@.15 Resto @ .20 2do PISO 4to 4 d 5/8" + 2d 1/2" C-1' 4d 3/4" + 4d5/8" .30 X .45 .45 5 4d 3/4" + 2d5/8" .30 X .45 .35 .25 C-2' d .35 8 d 5/8" 5 5 .30 X .30 6d 5/8" VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F PRIMER ALIGERADO ESC: 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 PATIO VACIO SOBRE 28 45 5 VACIO SOBRE ESCALERA 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" V A C I O 5 5 5 5 A A B E F 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F SEGUNDO Y TERCER ALIGERADO ESC: 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 6 5 4 3 5 5 5 6 5 4 3 ALIGERADO AZOTEA ESC: 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" DUCTO DUCTO 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 5 1d3/8" 5 5 5 1d3/8" 5 5 1d3/8" 1d3/8" VACIO SOBRE ESCALERA 5 5 5 5 1d3/8" 1d3/8" V A C I O V A C I O V A C I O V A C I O 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" VP- 108 VP- 108 VP- 108 VP- 107 VP- 107 VP- 107 VP- 106 VP- 106 VP- 105 VP- 105 VP- 104 VP- 103 VP- 102 VP- 102 VP- 208 VP- 208 VP- 208 VP- 207 VP- 207 VP- 207 VP- 206 VP- 206 VP- 205 VP- 205 VP- 204 VP- 204 VP- 203 VP- 203 VP- 202 VP- 202 VP- 405 VP- 405 VP- 403 VP- 4\fArial|b0|i0|c204|p34;03 VP- 404 VP- 404 VP- 406 VP- 406 VP- 103 VP- 104 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 2 VA- 2 VA- 2 VA- 2 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 2 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VIGA VP-104 = 105= 106=204=205=206=304=305=306=404=405=406 (.30 X .60) 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 8@ .10 - 3@.15 Resto @ .20 A F 5 5 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 6 6 3 d3/4" 3 d3/4" 3 d5/8" 3 d5/8" A F ESC. 1:25 2 d5/8" CORTE 5 - 5 5 5 ESC. 1:25 3 d5/8" 3 d3/4" 6 6 4 d5/8" CORTE 6 - 6 5 5 ESC. 1:25 3 d5/8" 3 d3/4" VIGA VP-107 = 207= 307 (.25 X .30) 2 d5/8" 2 d5/8" A F 7 7 2 d5/8" 2 d5/8" 1 d1/2" 8 8 2 d5/8" 2 d5/8" A F ESC. 1:25 2 d5/8" 2 d5/8" CORTE 7 - 7 5 5 ESC. 1:25 2 d5/8" 2 d1/2" 8 8 2 d5/8" 2 d5/8" 2 d1/2" 1 d1/2" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 2 d1/2" 2 d1/2" 2 d5/8" CORTE 8 - 8 5 5 ESC. 1:25 2 d5/8" 2 d1/2" B E VIGA VP-108 = 208= 308 (.25 X .30) 2 d5/8" 2 d5/8" A F 2 d5/8" 2 d5/8" 2 d5/8"+1d1/2" A F ESC. 1:25 2 d5/8" CORTE 9 - 9 5 5 ESC. 1:25 2 d5/8" 2 d1/2" 9 9 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 B E 2 d5/8"+1d1/2" 2 d5/8"+1d1/2" 9 9 9 9 5 5 5 5 5 5 5 5 5 5 5 VIGA VP-102 = 202= 302 (.30 X .40) CORTE 1 - 1 1 1 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 2 2 2 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 2 d3/4" 2 d3/4" 2 d5/8" 2 d5/8" 2 d5/8" A C F CORTE 2 - 2 2 d5/8" 2 d3/4" 4 d5/8" CORTE 1 - 1 1 1 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 2 2 2 2 d3/4" 2 d3/4" 2 d5/8" 2 d5/8" 2 d5/8" A C F 2 d5/8" 2 d3/4" 2 d5/8" CORTE 2 - 2 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 5 5 5 5 5 5 5 5 2 d5/8" 2 d5/8" 5 5 VIGA VP-103 = 203= 303=403 (.30 X .45) 4 4 3 d5/8" 2 d5/8" 3 d5/8" 2 d5/8" 3 3 3 3 d 3/8" 1@ .05 - 8@ .10 - 3@.15 Resto @ .20 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 3 d3/4" 3 d3/4" 2 d3/4" 2 d3/4" A D F 3 d5/8" CORTE 3 - 3 3 d5/8" CORTE 4 - 4 5 d3/4" 2 d3/4" 5 d3/4" 3 d5/8" 2 d5/8" 3 d5/8" 2 d5/8" 3 d3/4" 3 d3/4" 2 d3/4" 2 d3/4" A D F 2 d3/4" 2 d3/4" 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 5 5 5 5 5 5 5 5 2 3 4 5 6 7 8 9 10 2 1 10 9 8 7 6 5 4 3 d3/8" @ 0.20 d1/2"@ 0.15 d1/2" @ 0.15 d3/8" @ 0.15 d3/8" @ 0.15 d1/2"@ 0.15 e = 0.15 d 3/8" @ .0.15 PRIMER TRAMO PASOS 1-10 5 5 15 d3/8" @0.15 d3/8"@0.15 d1/2"@ 0.15 5 d1/2"@0.15 16 14 13 12 11 5 SEGUNDO TRAMO PASOS 10-19 ESC. 1:20 d3/8"@0.15 10 d1/2"@0.15 d1/2"@0.15 d 3/8" @ .0.15 2d5/8" 2d5/8" e = 0.15 SEGUNDO PISO 17 18 19 0.50 5 VIGA VA-2 24 d3/8" @0.15 d1/2"@0.15 25 23 22 21 20 5 TERCER TRAMO TIPICO ESC. 1:20 19 d1/2"@0.15 d1/2"@0.15 e = 0.15 SEGUNDO PISO DESCANSO 5 VIGA VA-2 26 27 5 d1/2"@0.15 33 d3/8" @0.20 d1/2"@0.15 5 0.15 34 32 31 30 29 5 CUARTO TRAMO ESC. 1:20 35 36 TIPICO 28 TERCER PISO d3/8"@0.15 d1/2"@0.15 d3/8" @0.20 d1/2"@0.15 5 0.50 ACERO DE TEMPERATURA = d1/4"@ 0.25 0.40 CORTE TIPICO DE LOSA ALIGERADA 0.30 0.20 0.40 0.40 0.10 0.10 0.30 0.10 0.30 .05 ESC. 1:10 0.15 0.10 VA VA VA VA VA VA VA VA 3 d1/2" d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 VIGA VA VIGA VA-1 VIGA VA-2 3 d1/2" 3 d1/2" 3 d1/2" 4 d1/2" 3 d1/2" d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 VIGA VA VIGA VA-1 VIGA VA-2 5 5 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 8 CORTE 11 - 11 3 d1/2" 11 11 3 d1/2" 3 d1/2" d 3/8" 1@ .05 - 5@ .15 Resto @ .20 7 VIGA VS-107 = 207= 307=407 (.25 X .30) 8 3 d1/2" 3 d1/2" 3 d1/2" d 3/8" 1@ .05 - 5@ .15 Resto @ .20 7 5 5 ESC. 1:25 ESC. 1:25 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 2 d5/8" 2 d5/8" 8 2 d5/8" CORTE 15 - 15 2 d5/8" 2 d5/8" 6 5 4 3 2 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 7 VIGA VS-105 = 204= 304=404=504 =604 (.25 X .30) 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 8 2 d5/8" 10 6 5 4 3 2 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 7 5 5 ESC. 1:25 10 ESPECIFICACIONES TECNICAS DE ALIGERADO - \fArial|b0|i0|c0|p34;VIGAS, LOSA ALIGERADA = 210Kg/cm CONCRETO : - fy = 4200 Kg/cm ACERO : - \fArial|b0|i0|c0|p34;\H1.25x;VIGAS = 4 cm RECUBRIMIENTOS : - \fArial|b0|i0|c0|p34;\H1.25x;DINTELES, LOSA ALIGERADA, VIGAS CHATAS Y LOSAS = 2.5 cm - ESCALERAS = 300 Kg/m - ALIGERADO = 300 Kg/m S / C : - AZOTEA = 200 Kg/m \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 10 10 10 10 10 10 10 10 .30 .30 .30 .30 .15 .60 .10 .50 .15 1.50 3.20 .15 1.20 .15 .15 2.20 .10 .60 .15 .15 2.90 .15 3.20 .15 1.20 .15 1.50 .15 1.20 .15 1.50 2.90 .15 .30 .30 .15 .20 .30 .20 .30 .50 .50 .65 .65 .15 .15 2.35 .65 .15 .35 .10 .50 .35 .25 .25 .60 \A2;0.10 \A2;0.05 \A2;0.30 \A2;0.80 \A2;0.30 \A2;0.35 CIMIENTO SOLADAO -79.52025002064852 -79.52025002064852 -79.52025002064852 ESCALA 1:20 -79.52025002064852 -79.52025002064852 ANCLAJE DE COLUMNAS EN CIMIENTO CORRIDO SOBRECIMIENTO -79.52025002064852 .15 .20 5 5 5 5 A A B E F 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F CIMENTACION ESC: 1/50 Z-5 Z-5 Z-4 Z-4 Z-4 Z-4 Z-3 Z-3 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 Z-2 VC - 4 VC - 4 VC - 3 VC - 3 VC - 6 VC - 6 A A A A A A A A A A A A A A A A A A VC - 2 VC - 2 VC - 2 VC - 1 VC - 2 C-4 C-4 C-4 C-4 C-4 C-4 C-5 C-5 C-1' C-1' C-1' C-1' C-1' C-1' C-1' C-1' C-2 C-2' C-1 C-3 C-5 C-6 C-6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA DE CIMENTACION VC - 1 (.30X.80) 1 1 F A 2 d1/2" 3 d5/8" 3 d5/8" d 3/8" 1@ .05 - 8@ .10 - 3@0.15 Resto @ .20 CORTE 1 - 1 3 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 2 d1/2" VIGA DE CIMENTACION VC - 2 (.30X.80) 2 2 F A 2 d1/2" 3 d5/8" 3 d5/8" CORTE 2 - 2 3 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 2 d1/2" d 3/8" 1@ .05 - 8@ .10 - 3@0.15 Resto @ .20 2 d3/4" 2 d5/8" 2 d5/8" 2' 2' 2' 2' CORTE 2' - 2' 3 d5/8" 5 d5/8" 5 5 ESC. 1/25 2 d1/2" 2 d3/4" VIGA DE CIMENTACION VC - 3 (.25X.35) 3 3 3 3 A 3 d5/8" 3 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 B E 3 d5/8" CORTE 3 - 3 2 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 VIGA DE CIMENTACION VC - 4 (.25X.35) 4 4 4 4 A 2 d5/8"+1d1/2 2 d5/8"+1d1/2 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 B E F CORTE 4 - 4 2 d5/8" 2 d5/8" 5 5 ESC. 1/25 ESC. 1/25 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 2 d5/8"+1d1/2 1 d1/2" N. EXC -1.20 N. EXC -1.20 N. EXC -0.65 F ESC. 1:20 ZAPATA TIPICA N.T ± 0.00 SOLADO fc=100 Kg/cm CEMENTO HORMIGON 1:12 ARENILLA COMPACTADA d1/2"@.20 VC - 3 N.PT. 0.15 5 N. EXC -1.40 5 5 5 5 CONCRETO F'C 210 kg/cm2 5 5 5 N. EXC -0.65 5 N.PT. 0.15 5 5 5 CIMENTACION 2 d1/4" @ 3 HILADAS CON COLUMNA ESC. 1:20 DETALLE ENCUENTRO DE MURO 0.40 0.40 Z-1 2.50 x 1.50 H= 0.45 1er CUADRO DE ZAPATAS PISO Z-5 Z-1 Z-2 Z-3 Z-4 Z-2 2.50 x 1.30 H= 0.45 Z-3 1.50 x 1.50 H= 0.45 Z-4 1.50 x 1.20 H= 0.45 Z-5 1.20 x 1.20 H= 0.45 DE CIMENTACION ESPECIFICACIONES TECNICAS \W5.15464; 2 - UNIDAD DE ALBAÑILERIA HECHA A MAQUINA f 'm=35 Kg/cm - MORTERO DE CEMENTO: 1:5 \W5.15464; 2 \W5.15464; fy = 4200 Kg/cm \W5.15464; 2 - ZAPATAS ARMADAS, VIGAS DE CIMENTACION COLUMNAS, ESCALERAS: f 'c=210 Kg/cm - CIMIENTO CORRIDO: 1/10+30% PIEDRA DE 6" max. - SOBRECIMIENTOS: 1/8+25% PIEDRA DE 4" max. CONCRETO : ALBAÑILERIA : RECUBRIMIENTOS : ACERO : - LOSAS Y ESCALERA 2.00 cm - CIMIENTOS Y ELEMENTOS DE CIMENTACION VACEADOS DIRECTAMENTE SOBRE EL TERRENO 7.00 cm - COLUMNAS, ZAPATAS SOBRE SOLADO Y ELEMENTOS DE CIMENTACION ENCOFRADOS 4.00 cm C-2 C-1 C-4 C-5 d .30 6 d 3/4" 1er CUADRO DE COLUMNAS PISO .30 X .30 .25 X .25 ESTRIBOS d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 4 d 3/4" + 4d 5/8" C-3 4 d 5/8" .25 X .25 C-6 .25 X .25 5 5 .30 5 5 5 3ro PISO Y 5 5 5 5 5 5 .30 X .30 6 d 3/4" .30 X .30 6d 5/8" 4 d 5/8" + 2d 1/2" .25 X .25 4 d 5/8" 4 d 5/8" 5 5 .30 X .15 6 d1/2" 5 5 .25 X .25 5 5 d 3/8" 1@ .05 - 6@ .10 - 3@.15 Resto @ .20 d 1/4" 1@ .05 - 6@ .10 - 4@.15 Resto @ .20 2do PISO 4 d 5/8" + 2d 1/2" C-1' 4d 3/4" + 4d5/8" .30 X .45 .45 5 4d 3/4" + 2d5/8" .30 X .45 .35 .25 C-2' d .35 8 d 5/8" 5 5 .30 X .30 6d 5/8" VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F PRIMER ALIGERADO ESC: 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 PATIO VACIO SOBRE VACIO SOBRE ESCALERA 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" V A C I O 5 5 5 5 A A B E F 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F SEGUNDO Y TERCER ALIGERADO ESC: 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 6 5 4 3 5 5 5 6 5 4 3 ALIGERADO AZOTEA ESC: 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" DUCTO DUCTO 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 5 1d3/8" 5 5 5 1d3/8" 5 5 1d3/8" 1d3/8" VACIO SOBRE ESCALERA 5 5 5 5 1d3/8" 1d3/8" V A C I O V A C I O V A C I O V A C I O 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" VP- 108 VP- 108 VP- 108 VP- 107 VP- 107 VP- 107 VP- 106 VP- 106 VP- 105 VP- 105 VP- 104 VP- 103 VP- 102 VP- 102 VP- 208 VP- 208 VP- 208 VP- 207 VP- 207 VP- 207 VP- 206 VP- 206 VP- 205 VP- 205 VP- 204 VP- 204 VP- 203 VP- 203 VP- 202 VP- 202 VP- 405 VP- 405 VP- 403 VP- 4\fArial|b0|i0|c204|p34;03 VP- 404 VP- 404 VP- 406 VP- 406 VP- 103 VP- 104 VA VA- 2 VA- 2 VA- 2 VA- 2 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 2 VS- 101 VS- 102 VS- 202 VS- 202 VIGA VP-104 = 105= 106=204=205=206=304=305=306=404=405=406 (.30 X .60) 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 8@ .10 - 3@.15 Resto @ .20 A F 5 5 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 6 6 3 d3/4" 3 d3/4" 3 d5/8" 3 d5/8" A F ESC. 1:25 2 d5/8" CORTE 5 - 5 5 5 ESC. 1:25 3 d5/8" 3 d3/4" 6 6 4 d5/8" CORTE 6 - 6 5 5 ESC. 1:25 3 d5/8" 3 d3/4" VIGA VP-107 = 207= 307 (.25 X .30) 2 d5/8" 2 d5/8" A F 7 7 2 d5/8" 2 d5/8" 1 d1/2" 8 8 2 d5/8" 2 d5/8" A F ESC. 1:25 2 d5/8" 2 d5/8" CORTE 7 - 7 5 5 ESC. 1:25 2 d5/8" 2 d1/2" 8 8 2 d5/8" 2 d5/8" 2 d1/2" 1 d1/2" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 2 d1/2" 2 d1/2" 2 d5/8" CORTE 8 - 8 5 5 ESC. 1:25 2 d5/8" 2 d1/2" B E VIGA VP-108 = 208= 308 (.25 X .30) 2 d5/8" 2 d5/8" A F 2 d5/8" 2 d5/8" 2 d5/8"+1d1/2" A F ESC. 1:25 2 d5/8" CORTE 9 - 9 5 5 ESC. 1:25 2 d5/8" 2 d1/2" 9 9 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 B E 2 d5/8"+1d1/2" 2 d5/8"+1d1/2" 9 9 9 9 5 5 5 5 5 5 5 5 5 5 5 VIGA VP-102 = 202= 302 (.30 X .40) CORTE 1 - 1 1 1 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 2 2 2 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 2 d3/4" 2 d3/4" 2 d5/8" 2 d5/8" 2 d5/8" A C F CORTE 2 - 2 2 d5/8" 2 d3/4" 4 d5/8" CORTE 1 - 1 1 1 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 2 2 2 2 d3/4" 2 d3/4" 2 d5/8" 2 d5/8" 2 d5/8" A C F 2 d5/8" 2 d3/4" 2 d5/8" CORTE 2 - 2 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 5 5 5 5 5 5 5 5 2 d5/8" 2 d5/8" 5 VIGA VP-103 = 203= 303=403 (.30 X .45) 4 4 3 d5/8" 2 d5/8" 3 d5/8" 2 d5/8" 3 3 3 3 d 3/8" 1@ .05 - 8@ .10 - 3@.15 Resto @ .20 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 3 d3/4" 3 d3/4" 2 d3/4" 2 d3/4" A D F 3 d5/8" CORTE 3 - 3 3 d5/8" CORTE 4 - 4 5 d3/4" 2 d3/4" 5 d3/4" 3 d5/8" 2 d5/8" 3 d5/8" 2 d5/8" 3 d3/4" 3 d3/4" 2 d3/4" 2 d3/4" A D F 2 d3/4" 2 d3/4" 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 5 5 5 5 5 5 5 5 2 1 10 9 8 7 6 5 4 3 d3/8" @ 0.20 d1/2"@ 0.15 d1/2" @ 0.15 d3/8" @ 0.15 d3/8" @ 0.15 d1/2"@ 0.15 e = 0.15 d 3/8" @ .0.15 PRIMER TRAMO PASOS 1-10 5 5 15 d3/8" @0.15 d3/8"@0.15 d1/2"@ 0.15 5 d1/2"@0.15 16 14 13 12 11 5 SEGUNDO TRAMO PASOS 10-19 ESC. 1:20 d3/8"@0.15 10 d1/2"@0.15 d1/2"@0.15 d 3/8" @ .0.15 2d5/8" 2d5/8" e = 0.15 SEGUNDO PISO 17 18 19 0.50 5 VIGA VA-2 24 d3/8" @0.15 d1/2"@0.15 25 23 22 21 20 5 TERCER TRAMO TIPICO ESC. 1:20 19 d1/2"@0.15 d1/2"@0.15 e = 0.15 SEGUNDO PISO DESCANSO 5 VIGA VA-2 26 27 5 d1/2"@0.15 33 d3/8" @0.20 d1/2"@0.15 5 34 32 31 30 29 5 CUARTO TRAMO ESC. 1:20 35 36 TIPICO 28 TERCER PISO d3/8"@0.15 d1/2"@0.15 d3/8" @0.20 d1/2"@0.15 5 0.50 ACERO DE TEMPERATURA = d1/4"@ 0.25 0.40 CORTE TIPICO DE LOSA ALIGERADA 0.30 0.20 0.40 0.40 0.10 0.10 0.30 0.10 0.30 .05 ESC. 1:10 0.15 0.10 VA VA VA VA VA VA VA VA 3 d1/2" d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 VIGA VA VIGA VA-1 VIGA VA-2 3 d1/2" 3 d1/2" 3 d1/2" 4 d1/2" 3 d1/2" d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 VIGA VA VIGA VA-1 VIGA VA-2 5 5 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 8 CORTE 11 - 11 3 d1/2" 11 11 3 d1/2" 3 d1/2" d 3/8" 1@ .05 - 5@ .15 Resto @ .20 7 VIGA VS-102 = 202= 302 (.25 X .30) 8 3 d1/2" 3 d1/2" 3 d1/2" d 3/8" 1@ .05 - 5@ .15 Resto @ .20 7 5 5 ESC. 1:25 ESC. 1:25 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 2 d5/8" 2 d5/8" 8 2 d5/8" CORTE 10 - 10 2 d5/8" 2 d5/8" 6 5 4 3 2 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 7 VIGA VS-101 = 201= 301=401 (.25 X .30) 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 8 2 d5/8" 10 6 5 4 3 2 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 7 5 5 ESC. 1:25 10 ESPECIFICACIONES TECNICAS DE ALIGERADO - \fArial|b0|i0|c0|p34;VIGAS, LOSA ALIGERADA = 210Kg/cm CONCRETO : - fy = 4200 Kg/cm ACERO : - \fArial|b0|i0|c0|p34;\H1.25x;VIGAS = 4 cm RECUBRIMIENTOS : - \fArial|b0|i0|c0|p34;\H1.25x;DINTELES, LOSA ALIGERADA, VIGAS CHATAS Y LOSAS = 2.5 cm - ESCALERAS = 300 Kg/m - ALIGERADO = 300 Kg/m S / C : - AZOTEA = 200 Kg/m \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 10 10 10 10 10 10 10 10 ESTRIBOS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 tapa 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 ESTRUCTURA DE TAPA CISTERNA ESC. 1:25 5 5 5 5 5 5 5 5 5 5 5 5 1d1/2"@.15 1d1/2"@.15 d3/8"@.15 d3/8"@.15 d1/2"@.15 U U U U ESTRUCTURA DE FONDO CISTERNA CORTE U - U ESC. 1:25 d1/2"@.15 d1/2"@.15 d3/8"@.15 d1/2"@.15 d3/8"@.15 d3/8"@.15 d1/2"@.15 d3/8"@.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 y Azotea ESC. 1:25 CORTE A - A ESC. 1:20 N. EXC -0.65 5 N. EXC -0.65 5 N.PT. 0.15 5 CORTE B - B ESC. 1:20 B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B SOLADO fc=100 Kg/cm CEMENTO HORMIGON 1:12 d1/2"@.20 N. EXC -1.40 5 5 5 CONCRETO F'C 210 kg/cm2 4 d5/8" +2d1/2" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 5 5 VIGA DE CIMENTACION VC - 5 (.25X.35) ESC. 1/25 VA VA VA VA VA VS- 102 VS- 101 VS- 101 VS- 101 VS- 101 VS- 101 VS- 101 VS- 101 VS- 101 VS- 101 VS- 101 VS- 101 VS- 201 VS- 201 VS- 201 VS- 201 VS- 201 VS- 201 VS- 201 VS- 201 VS- 201 VS- 201 VS- 201 VS- 201 VS- 401 VS- 401 VS- 401 VS- 401 VS- 401 VS- 401 2d5/8" 2d5/8" 2d5/8" 2d5/8" d 3/8" @ .0.15 d 3/8" @ .0.15 5 2 d3/8" 2 d3/8" 2 d3/8" 2 d3/8" d 1/4" @ 0.25 d 1/4" @ 0.25 UBICACION DE CISTERNA -TIPO : P1 (MURO DE SOGA) 1:4 (CEMENTO : ARENA) = 1.00 Kg/cm2 ESPECIFICACIONES TECNICAS GENERALES PRESION ADMISIBLE DEL TERRENO REGLAMENTOS USADOS PARA EL DISEÑO -ALIGERADO 1er PISO : 250 Kg/m2 SOBRECARGAS -LOSAS Y VIGAS CHATAS : 2.50 cm -COLUMNAS : 3.00 cm RECUBRIMIENTOS -TIPO II : F'b=70 Kg/cm2 LADRILLO MORTERO -ALIGERADOS : Fc = 210 Kg/cm2 -VIGAS : Fc = 210 Kg/cm2 -COLUMNAS : Fc = 210 Kg/cm2 % P.G. -CIMIENTO : C° 1:10 + 30 -SOLADO : C° 1:12 CONCRETO -ACERO : GRADO 60 ( Fy = 4200 Kg/cm2) -CEMENTO : PORTLAND TIPO I - NORMAL -ESCALERA : Fc = 210 Kg/cm2 -ZAPATAS : 7.50 cm -ALIGERADO 2do PISO : 200 Kg/m2 -ZAPATAS : Fc = 210 Kg/cm2 -NORMA TECNICA E - 020 : CARGAS -NORMA TECNICA E - 070 : ALBAÑILERIA -REGLAMENTO NACIONAL DE EDIFICACIONES -NORMA TECNICA E - 050 : SUELOS Y CIMENTACIONES -NORMA TECNICA E - 030 : DISEÑO SISMORESISTENTE -NORMAS ITINTEC -NORMA TECNICA E - 040 : VIDRIOS -NORMA TECNICA E - 060 : CONCRETO -VIGA DE CIMENTACION : Fc = 210 Kg/cm2 (VERIFICAR EN OBRA) = 1.00 Kg/cm2 PRESION ADMISIBLE DEL TERRENO (VERIFICAR EN OBRA) REGLAMENTOS USADOS PARA EL DISEÑO -NORMA TECNICA E - 020 : CARGAS -NORMA TECNICA E - 070 : ALBAÑILERIA -REGLAMENTO NACIONAL DE EDIFICACIONES -NORMA TECNICA E - 050 : SUELOS Y CIMENTACIONES -NORMA TECNICA E - 030 : DISEÑO SISMORESISTENTE -NORMAS ITINTEC -NORMA TECNICA E - 040 : VIDRIOS -NORMA TECNICA E - 060 : CONCRETO COLUMNETA 0.15x0.20 VIGUETA 0.15x0.20 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" ACERO DE TEMPERATURA = d1/4"@ 0.25 5 .20 .20 X .15 2 d3/8" C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 3 .40 .40 .30 .45 .45 .30 2.48 3.38 3.25 2.55 2.80 3.40 19.15 2.48 3.38 3.25 2.55 2.80 3.43 19.15 3.28 2.45 3.28 9.00 4.50 .30 3.75 .75 9.00 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.20 .10 .50 .35 .50 .10 .45 .35 .30 .90 .90 .90 2.00 .30 3.10 .30 2.50 .30 2.25 .30 2.95 .30 3.10 .25 2.10 .25 2.48 3.38 3.25 2.55 2.80 3.40 20.00 2.00 .30 3.10 .30 2.50 .30 2.25 .30 2.95 .30 3.10 .25 2.10 .25 2.48 3.38 3.25 2.55 2.80 3.43 20.00 .25 2.90 .25 2.20 .25 2.90 .25 3.28 2.45 3.28 9.00 4.50 .30 3.75 .75 2.00 .30 3.10 .30 2.50 .30 2.25 .30 2.95 .30 3.10 .25 2.10 .25 2.48 3.38 3.25 2.55 2.80 3.40 20.00 2.00 .30 3.10 .30 2.50 .30 2.25 .30 2.95 .30 3.10 .25 2.10 .25 2.48 3.38 3.25 2.55 2.80 3.43 20.00 .25 2.90 .25 2.20 .25 2.90 .25 3.28 2.45 3.28 9.00 4.50 .30 3.75 .75 9.00 2.00 .30 3.10 .30 2.50 .30 2.25 .30 2.95 .30 3.10 .25 2.10 .25 2.48 3.38 3.25 2.55 2.80 3.40 20.00 2.00 .30 3.10 .30 2.50 .30 2.25 .30 2.95 .30 3.10 .25 2.10 .25 2.48 3.38 3.25 2.55 2.80 3.43 20.00 .25 2.90 .25 2.20 .25 2.90 .25 3.28 2.45 3.28 9.00 4.50 .30 3.75 .75 9.00 9.00 0.40 0.30 0.20 0.40 0.40 0.10 0.10 0.30 0.10 0.30 .05 0.15 0.10 .90 .90 .90 2.00 .30 3.10 .30 2.50 .30 2.25 .30 2.95 .30 3.10 .25 2.10 .25 2.48 3.38 3.25 2.55 2.80 3.40 20.00 2.00 .30 3.10 .30 2.50 .30 2.25 .30 2.95 .30 3.10 .25 2.10 .25 2.48 3.38 3.25 2.55 2.80 3.43 20.00 .25 2.90 .25 2.20 .25 2.90 .25 3.28 2.45 3.28 9.00 4.50 .30 3.75 .75 9.00 .90 .90 .15 .20 .40 .90 .15 .50 .10 .40 .30 .80 .80 .40 .30 2.50 .30 2.25 2.95 .30 3.25 2.55 2.80 .30 2.50 .30 2.25 .30 2.95 .30 3.25 2.55 2.80 .60 .30 .60 .30 .30 .25 .30 .25 .30 .25 .30 3.70 .20 .20 .30 \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.50 \A1;0.40 \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.50 \A1;0.30 \A1;0.40 \A1;0.40 .30 1.00 .40 .40 1.35 .40 1.35 1.00 .40 .30 1.10 1.15 1.10 1.40 1.30 1.30 .25 .25 .30 .30 .25 .25 .30 .30 .30 .30 .25 .25 .80 .30 .80 .30 .80 .30 .35 .25 .35 .25 .25 .25 .65 .15 .35 .15 .30 .25 .25 .25 .25 1.40 .65 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .70 .70 .70 .70 .90 .90 .90 .90 .90 .90 .90 .70 .70 .90 .90 .90 .90 .70 .70 .70 .90 .90 .70 .70 .90 .90 .70 .70 .70 .70 .90 .90 .90 .70 .70 .90 .90 .70 .70 .70 .70 .90 .90 .70 .70 .90 .90 .70 .70 .70 .70 .90 .90 .90 .70 .70 .15 .20 .30 .40 .20 1.00 2.60 .20 .10 .30 VARIABLE .10 .20 .10 .20 .50 .20 .10 .15 .25 .10 .10 2.20 .25 .25 .50 .25 .50 .15 .10 .20 .25 .10 .40 .30 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.45 .20 .25 .25 .70 .70 2.80 2.80 .75 .40 1.00 .75 1.00 .40 .40 .15 1.55 .60 1.55 .15 4.00 4.00 1.90 1.30 1.30 .15 3.70 .15 4.00 1.90 1.60 .15 .15 1.60 .15 1.90 .15 .30 .30 .15 .20 .30 .20 .30 .50 .50 .65 .65 .15 .15 2.35 .25 .20 .20 .25 .25 \A1;0.15 \A1;0.50 \A1;0.40 \A1;0.30 \A1;0.50 \A1;1.20 \A1;1.17 \A1;0.27 \A1;0.50 \A1;0.15 \A1;0.35 .15 \A1;0.30 .45 .30 .35 .25 .30 .30 1.20 .15 2.60 .15 2.20 .15 2.60 .15 2.78 2.45 2.78 8.00 .15 3.65 .15 2.50 .15 3.65 .15 2.50 \A1;.15 3.00 .15 3.35 .15 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .30 .15 3.65 .15 2.50 .15 3.65 .15 2.50 .15 3.00 .15 3.35 .15 2.48 3.98 3.80 2.65 3.30 3.50 20.00 4.00 .75 3.25 8.00 .15 2.60 .15 2.20 .15 2.60 .15 2.78 2.45 2.78 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .30 .15 3.65 .15 4.00 .75 3.25 8.00 2.50 .15 3.65 .15 2.50 .15 3.00 .15 3.35 .15 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .15 3.65 .15 2.50 .15 3.65 .15 2.50 \A1;.15 3.00 .15 3.35 .15 8.00 .15 2.60 .15 2.20 .15 2.60 .15 2.78 2.45 2.78 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .30 .15 4.00 .75 3.25 8.00 .15 3.65 .15 2.50 .15 3.00 .15 3.35 .15 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .15 .15 3.65 .15 2.50 .15 3.00 .15 3.35 .15 8.00 6.30 6.30 .15 2.60 .15 2.20 .15 2.60 .15 2.78 2.45 2.78 8.00 .13 4.53 .15 8.25 3.70 1.90 .15 .75 .15 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .30 .15 1.50 .15 2.85 .15 14.75 .15 2.48 3.98 3.80 2.65 3.30 3.50 20.00 4.00 .75 3.25 8.00 .25 1.20 .15 2.20 .75 1.10 .35 .15 2.10 .75 .15 1.10 1.50 .15 1.20 .15 1.00 2.60 2.15 \A1;.70 \A1;1.65 \A1;.60 \A1;.70 \A1;.60 \A1;.75 \A1;1.80 \A1;.75 \A1;1.20 \A1;.25 \A1;.25 \A1;.25 \A1;.25 .40 1.80 .25 .30 .40 1.80 .25 .30 2.20 .73 .75 .15 .37 .15 .95 .75 .70 .75 .15 .73 .75 .15 .38 .15 .95 .15 1.20 .80 .10 .80 .10 1.63 .75 .88 .88 .75 1.63 1.30 1.80 .65 1.80 .65 .40 .75 .15 1.80 .15 \A1;.35 \A1;.35 1.40 .60 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.20 2.65 .90 .15 .15 1.45 .10 1.45 2.65 2.90 .90 2.80 1.30 \A1;2.40 .90 .30 3.00 2.65 2.90 .90 2.80 1.30 1.90 1.20 .15 .75 1.40 .73 1.80 \A1;.50 \A1;.38 \A1;.50 \A1;.38 \A1;.23 \A1;.23 \A1;.36 \A1;.16 \A1;.36 \A1;.16 1.80 .73 1.40 .75 .15 1.10 1.10 \A1;.27 \A1;.27 \A1;.27 .90 2.80 1.30 1.90 1.20 .15 .75 1.40 \A1;.50 \A1;.38 1.10 1.10 \A1;.27 \A1;.50 \A1;.38 \A1;.23 \A1;.23 \A1;.36 \A1;.16 \A1;.36 \A1;.16 1.40 .75 .15 .75 .88 .88 .75 1.63 1.30 1.80 .65 1.80 .65 .40 .75 .15 1.80 .15 .15 1.45 .10 1.45 2.65 2.90 .90 2.80 1.30 .90 .30 2.65 2.90 .80 .10 1.20 .10 .80 .80 .10 .80 .10 1.63 .15 .95 .75 .70 .75 .15 .73 .75 .15 .38 .15 .95 .15 .40 1.80 .25 .30 .40 1.80 .25 .30 .73 .75 .15 .37 2.65 .90 .15 2.10 .90 1.20 2.20 .15 2.20 .15 .15 2.20 .15 .15 .38 .15 .15 .75 .15 .15 .38 .15 .15 .75 .15 .15 .38 .15 .15 .75 .15 .15 .38 .15 .15 .75 .15 3.45 1.00 3.25 3.10 .60 3.10 .40 .75 .15 1.50 .45 1.20 .80 1.80 .65 3.10 1.30 1.80 .15 3.45 1.00 3.25 \A1;1.17 \A1;.50 \A1;2.35 .15 2.10 .90 .45 2.20 .15 3.65 .15 1.45 .10 1.45 2.65 .15 .90 2.90 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.20 2.85 \A1;.25 \A1;.25 .73 1.80 1.80 .73 .15 3.10 .20 2.80 .20 2.80 .20 1.20 10.65 .15 2.50 .15 .45 .20 .40 .60 1.80 .20 .40 .60 1.80 .20 .40 .40 .30 .40 .20 11.15 2.80 .20 1.00 1.80 1.00 1.80 .80 .30 .60 2.80 .30 1.45 .15 2.85 .15 1.40 1.20 1.00 1.80 1.00 1.80 1.00 1.80 1.75 1.35 .10 1.40 .30 2.20 .10 1.40 .30 2.20 1.00 1.80 1.00 1.80 .40 .40 .10 .70 .10 2.80 .10 .70 .10 1.00 2.80 .20 .15 1.75 .15 2.68 .15 2.85 .33 4.20 .20 1.00 1.00 1.00 1.00 .90 .90 .90 1.00 1.00 2.80 1.82 12.45 .15 3.10 .20 2.80 .20 2.80 .20 2.80 .20 12.45 .50 2.50 .50 2.00 2.00 2.80 1.80 .40 1.80 .40 .10 .10 1.00 1.00 1.80 .40 1.80 .40 .10 .10 1.00 1.00 .40 1.50 1.10 .60 1.10 .60 .15 3.10 .20 2.80 .20 2.80 .20 .80 10.25 .15 3.10 .20 2.80 .20 2.80 .20 .80 10.25 .95 .30 1.00 .30 1.00 .30 2.25 .30 2.10 1.00 .15 2.78 2.45 2.78 8.00 2.48 3.98 3.80 2.65 3.30 3.50 20.00 2.48 3.98 3.80 2.65 3.30 3.50 20.00 4.00 .75 3.25 8.00 1.20 1.50 1.20 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.30 1.30 .80 .30 .80 .30 .80 .30 .35 .25 .35 .25 .10 .45 .35 .30 1.40 .65 .50 .65 .15 .35 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.30 .45 .35 .25 .25 .30 .30 .25 .25 .30 .30 .30 .30 .25 .25 .15 .30 .25 .25 .25 .25 .30 .25 .30 .30 2.78 2.45 2.78 8.00 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .30 2.48 3.98 3.80 2.65 3.30 3.50 20.00 4.00 .75 3.25 8.00 .25 2.40 .25 2.20 .25 2.40 .25 .30 3.05 .30 3.00 .30 2.35 .30 3.50 .30 3.70 .25 2.10 .25 .30 3.05 .30 3.00 .30 2.35 .30 3.50 .30 3.70 .25 2.10 .25 2.25 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .75 .75 .75 .75 .75 .60 .75 .60 .75 1.00 .60 1.00 .60 1.00 1.00 1.00 1.00 .75 .60 .75 .60 .75 1.00 .60 1.00 .60 .75 .75 .75 .75 .75 .75 .75 .75 1.00 1.00 1.00 1.00 .60 .60 1.00 .60 1.00 .60 2.78 2.45 2.78 8.00 2.48 3.98 3.80 2.65 3.30 3.50 20.00 .30 2.48 3.98 3.80 2.65 3.30 3.50 20.00 4.00 .75 3.25 40.00 .30 2.35 .30 3.50 .30 3.70 .25 .30 2.35 .30 3.50 .30 3.70 .25 .25 2.40 .25 2.20 .25 2.40 .25 .30 3.05 .30 3.00 2.10 .25 .30 3.05 .30 3.00 2.10 .25 3.80 2.65 3.30 3.80 2.65 3.30 .30 3.00 .30 2.35 .30 .30 3.00 .30 2.35 .30 3.50 .30 3.50 .30 .75 .75 1.00 1.00 1.00 1.00 1.00 1.00 .75 .75 .75 .60 .75 .60 .75 1.00 .60 1.00 .60 1.00 1.00 .75 1.00 1.00 1.00 1.00 .60 .75 .60 .75 1.00 .60 1.00 .60 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .75 .70 .70 .60 .60 .75 .60 .75 1.00 .60 1.00 .60 .70 .70 .60 .75 .75 1.00 1.00 .70 .70 .60 .75 .75 1.00 1.00 .70 .70 .60 .60 .75 .60 .75 1.00 .60 1.00 .60 .60 .30 .60 .30 .30 .25 .30 .25 .30 .25 .40 .40 .30 .60 .60 2.50 2.50 .60 .35 .80 .60 .80 .35 .35 .30 .90 .35 .35 1.20 .35 1.20 .90 .35 .35 \A1;8.10 .45 .45 .30 1.10 .40 .70 .35 .95 1.45 .40 .35 .30 \A1;1.20 \A1;1.17 \A1;0.15 \A1;0.40 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.15 \A1;0.35 \A1;0.15 \A1;0.40 \A1;0.50 \A1;0.15 \A1;0.35 0.40 0.30 0.20 0.40 0.40 0.10 0.10 0.30 0.10 0.30 .05 0.15 0.10 .20 .20 .30 .20 .20 .25 .30 .25 .30 .25 CIMENTACION C-3 C-3 C-1' C-1' C-1' C-4 C-4 C-4 C-4 C-1' C-1' C-1' C-1 C-1 C-6 C-6 C-2 C-5 C-5 C-4 C-4 VC - 1 VC - 2 VC - 2 VC - 3 VC - 3 VC - 4 VC - 4 VC - 3 VC - 3 Z-2 Z-4 Z-4 Z-2 Z-1 Z-4 Z-5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 A A A A 4 A A A A A A A A C C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 5 5 F D C B A E F 5 A 1 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 F D C A B A E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VC - 6 VC - 6 C-6 C-5 DE CIMENTACION ESPECIFICACIONES TECNICAS \W5.15464; 2 - UNIDAD DE ALBAÑILERIA HECHA A MAQUINA f 'm=35 Kg/cm - MORTERO DE CEMENTO: 1:5 \W5.15464; 2 \W5.15464; 2 \W5.15464; qa = 0.80 Kg/cm \W5.15464; fy = 4200 Kg/cm \W5.15464; 2 - ZAPATAS ARMADAS, VIGAS DE CIMENTACION COLUMNAS, ESCALERAS: f 'c=210 Kg/cm - CIMIENTO CORRIDO: 1/10+30% PIEDRA DE 6" max. - SOBRECIMIENTOS: 1/8+25% PIEDRA DE 4" max. CONCRETO : ALBAÑILERIA : RECUBRIMIENTOS : ACERO : TERRENO : - LOSAS Y ESCALERA 2.00 cm - CIMIENTOS Y ELEMENTOS DE CIMENTACION VACEADOS DIRECTAMENTE SOBRE EL TERRENO 7.00 cm - COLUMNAS, ZAPATAS SOBRE SOLADO Y ELEMENTOS DE CIMENTACION ENCOFRADOS 4.00 cm ESCALA 1/50 RESPONSABLE : PLANO: PROYECTO PROPIETARIO : E-1 1 / 50 ESCALA: FECHA: LAMINA: CIMENTACIÓN "HOSTAL DOS ESTRELLAS" 100 X 70CMS PLOTEAR EN ESCALA 1/50 Z-5 Z-4 Z-3 Z-3 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 VC - 5 VC - 5 VC - 2 VC - 2 Z-1 2.50 x 1.50 H= 0.45 1er CUADRO DE ZAPATAS PISO Y MEZANINE Z-5 Z-1 Z-2 Z-3 Z-4 Z-2 2.50 x 1.30 H= 0.45 Z-3 1.50 x 1.50 H= 0.45 Z-4 1.50 x 1.20 H= 0.45 Z-5 1.20 x 1.20 H= 0.45 C-2 C-1 C-4 C-5 d .30 6 d 3/4" 1er CUADRO DE COLUMNAS PISO .30 X .30 .25 X .25 ESTRIBOS d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 4 d 3/4" + 2d 5/8" C-3 4 d 5/8" .25 X .25 C-6 .25 X .25 5 5 .30 5 5 5 3ro y PISO Y MEZANINE 5 5 5 5 5 5 .30 X .30 6 d 3/4" .30 X .30 6d 5/8" 4 d 5/8" + 2d 1/2" .25 X .25 4 d 5/8" 4 d 5/8" VIGA DE CIMENTACION VC - 1 (.30X.80) 1 1 F A 2 d1/2" 3 d5/8" 3 d5/8" d 3/8" 1@ .05 - 8@ .10 - 3@0.15 Resto @ .20 CORTE 1 - 1 3 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 2 d1/2" VIGA DE CIMENTACION VC - 2 (.30X.80) 2 2 F A 2 d1/2" 3 d5/8" 3 d5/8" CORTE 2 - 2 3 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 2 d1/2" d 3/8" 1@ .05 - 8@ .10 - 3@0.15 Resto @ .20 2 d3/4" 2 d5/8" 2 d5/8" 2' 2' 2' 2' CORTE 2' - 2' 3 d5/8" 5 d5/8" 5 5 ESC. 1/25 2 d1/2" 2 d3/4" VIGA DE CIMENTACION VC - 3 (.25X.35) 3 3 3 3 A 3 d5/8" 3 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 B E A 3 d5/8" CORTE 3 - 3 2 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 VIGA DE CIMENTACION VC - 4 (.25X.35) 4 4 4 4 A 2 d5/8"+1d1/2 2 d5/8"+1d1/2 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 B E A CORTE 4 - 4 2 d5/8" 2 d5/8" 5 5 ESC. 1/25 ESC. 1/25 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 2 d5/8"+1d1/2 1 d1/2" SOLADO fc=100 Kg/cm CEMENTO HORMIGON 1:12 d1/2"@.20 N. EXC -1.40 5 5 5 CONCRETO F'C 210 kg/cm2 4 d5/8" +2d1/2" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 5 5 VIGA DE CIMENTACION VC - 5 (.25X.35) ESC. 1/25 CORTE A - A ESC. 1:20 5 5 N. EXC -0.65 5 N.PT. 0.15 5 5 5 .30 X .15 6 d1/2" 5 5 .25 X .25 5 5 d 3/8" 1@ .05 - 6@ .10 - 3@.15 Resto @ .20 d 1/4" 1@ .05 - 6@ .10 - 4@.15 Resto @ .20 2do PISO 4to ESC. 1:20 ZAPATA TIPICA N.T ± 0.00 SOLADO fc=100 Kg/cm CEMENTO HORMIGON 1:12 ARENILLA COMPACTADA d1/2"@.20 VC - 3 N.PT. 0.15 5 N. EXC -1.40 5 5 5 5 CONCRETO F'C 210 kg/cm2 5 V A C I O V A C I O SEGUNDO ALIGERADO VP- 303 VP- 303 VP- 303 VP- 302 VP- 302 VP- 302 VP- 301 VP- 301 VP- 301 VP- 301 VP- 301 VP- 301 VP- 300 VP- 300 VA- 2 VA- 2 VA- 2 VS- 307 VS- 307 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 V A C I O ESCALERA VA- 2 VA- 1 V A C I O V A C I O VS- 305 VP- 302 VP- 302 VP- 302 VP- 301 VP- 301 VP- 301 VP- 301 VP- 301 VP- 301 VP- 304 VP- 300 VP- 300 VA- 2 VA- 2 VA- 2 VS- 307 VS- 307 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 V A C I O ESCALERA VA- 2 VA- 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 5 5 F D C B A E F A 1 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 F D C A B A E F PATIO ALIGERADO MEZZANINE VP- 103 VP- 103 VP- 103 VP- 101 VP- 101 VP- 101 VP- 101 VP- 101 VP- 101 VA 5 5 5 5 5 5 5 5 5 5 5 5 VS- 105 1d1/2" 1d1/2" VS- 107 VS- 107 5 5 VA- 1 VA- 2 VS- 106 VACIO SOBRE VS- 105 VP- 103 VP- 103 VP- 103 VP- 102 VP- 101 VP- 101 VP- 101 VP- 101 VP- 101 VP- 101 VA- 2 VP- 104 5 5 5 5 5 5 1d3/8" 5 5 5 5 5 5 VS- 105 1d1/2" 1d1/2" VS- 107 VS- 107 5 5 VA- 1 VA- 2 VS- 106 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 5 5 F D C B A E F 5 A 1 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 F D C A B A E F V A C I O PRIMER ALIGERADO VP- 203 VP- 203 VP- 203 VP- 202 VP- 202 VP- 202 VP- 201 VP- 201 VP- 201 VP- 201 VP- 201 VP- 201 VP- 200 VA- 2 VS- 205 VP- 200 VS- 207 VS- 207 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V A C I O ESCALERA VA- 1 V A C I O VS- 205 VP- 203 VP- 203 VP- 203 VP- 202 VP- 202 VP- 202 VP- 201 VP- 201 VP- 201 VP- 201 VP- 201 VP- 201 VP- 200 VA- 2 VS- 205 VP- 204 VP- 200 VS- 207 VS- 207 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V A C I O ESCALERA VA- 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 5 5 F D C B A E F 5 A 1 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 F D C A B A E F 5 VACIO SOBRE ESCALERA VACIO SOBRE ESCALERA VACIO V A C I O V A C I O T T W W ver detalle D-2 Pórtico de concreto (lámina E-3) ver detalle D-1 Pórtico de concreto (lámina E-3) RESPONSABLE : PLANO: PROYECTO PROPIETARIO : E-2 1 / 50 ESCALA: FECHA: LAMINA: PLANO DE ALIGERADO ESC. 150 ESC. 150 ESC. 150 "HOSTAL DOS ESTRELLAS" 100 X 70CMS PLOTEAR EN ESCALA 1/50 ACERO DE TEMPERATURA = d1/4"@ 0.25 0.40 CORTE TIPICO DE LOSA ALIGERADA 0.30 0.20 0.40 0.40 0.10 0.10 0.30 0.10 0.30 .05 ESC. 1:10 0.15 0.10 ESPECIFICACIONES TECNICAS DE ALIGERADO - \fArial|b0|i0|c0|p34;VIGAS, LOSA ALIGERADA = 210Kg/cm CONCRETO : - fy = 4200 Kg/cm ACERO : - \fArial|b0|i0|c0|p34;\H1.25x;VIGAS = 4 cm RECUBRIMIENTOS : - \fArial|b0|i0|c0|p34;\H1.25x;DINTELES, LOSA ALIGERADA, VIGAS CHATAS Y LOSAS = 2.5 cm - ESCALERAS = 300 Kg/m - ALIGERADO = 300 Kg/m S / C : - AZOTEA = 200 Kg/m \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 100 X 70CMS PLOTEAR EN ESCALA 1/50 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" VP- 102 VP- 102 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VS- 105 VA- 2 VA- 2 V A C I O V A C I O TERCER y CUARTO ALIGERADO VS- 405 VS- 405 VP- 403 VP- 403 VP- 403 VP- 402 VP- 402 VP- 402 VP- 401 VP- 401 VP- 401 VP- 401 VP- 401 VP- 401 VP- 400 VP- 400 VS- 407 VS- 407 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 5 V A C I O ESCALERA VA- 2 VA- 2 VA- 2 VA- 2 VS- 405 VA- 1 VA- 1 VA- 1 V A C I O V A C I O VP- 401 VP- 401 VP- 401 VP- 401 VP- 400 VS- 405 VP- 404 VP- 404 VP- 400 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VA- 1 VA- 1 VA- 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 5 5 F D C B A E F 5 A 1 2 3 4 6 7 8 5 8 7 6 5 4 3 2 1 F D C A B A E F V A C I O V A C I O VP- 601 VP- 601 VP- 601 VP- 601 VP- 601 VP- 601 1d1/2" 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 V A C I O ESCALERA VA- 2 VA- 2 VA- 2 VA- 2 V A C I O V A C I O VS- 605 VP- 601 VP- 601 VP- 601 VP- 601 VP- 601 VP- 601 VS- 605 VP- 604 VP- 604 5 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 V A C I O ESCALERA VA- 2 VA- 2 VA- 2 VA- 2 DETALLES DE PLACA DE FACHADA a a a a a a a a a a a a a a a a b b b b CORTE a - a 5 5 d 3/8" @ .20 d 3/8" @ .20 VIGA VP 200 5 5 5 5 d 3/8" @ .20 d 3/8" @ .20 4 d 3/8" 4 d 3/8" d1/4" @ .15 d1/4" @ .15 CORTE b - b 5 5 5 5 5 5 VARIABLE 5 5 5 5 5 VIGA VP 200 VIGA VP 300 d 3/8" @ .20 d 3/8" @ .20 5 d 3/8" @ .20 d 3/8" @ .20 CORTE W - W CORTE T - T 5 5 5 5 5 VIGA VP 200 d 3/8" @ .25 DETALLE D - 1 5 5 5 5 5 VIGA VP 100 d 3/8" @ .20 d 3/8" d 1/2" @ .20 d 3/8" @ .20 d 3/8" @ .20 5 5 5 .40 5 4 d 3/8" d 3/8" VIGA VP 200 d 3/8"@.20 CORTE P - P 4 d 3/8" 5 P P d 3/8"@.20 6 d 1/2" d 3/8"@.15 d 3/8"@.20 DETALLE D - 2 CORTE Q - Q d 3/8"@.15 6d 1/2" d 3/8"@.15 5 5 5 5 5 5 Q Q 5 5 5 5 5 V A C I O V A C I O 5 5 5 5 5 5 5 5 5 6 4 3 6 4 3 5 5 5 5 5 5 5 5 5 5 5 5 5 3 4 6 5 3 4 6 5 ALIGERADO AZOTEA (Pórtico de Ingreso) (Pórtico de Ingreso Hotel) RESPONSABLE : PLANO: PROYECTO PROPIETARIO : E-3 1 / 50 ESCALA: FECHA: LAMINA: 4º y 5º ALIGERADO Y DETALLES ESTRUCTURALES ESC. 1/20 ESC. 1/20 ESC. 1/20 ESC. 1/20 ESC. 1/20 ESC. 1/20 ESC. 1/20 ESC. 1/20 ESC. 1/20 5 5 5 5 5 5 5 5 ESC. 150 ESC. 150 "HOSTAL DOS ESTRELLAS" 100 X 70CMS PLOTEAR EN ESCALA 1/50 VA- 2 VA- 2 VP- 204 VP- 304 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 205 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 305 VS- 605 VS- 605 VS- 605 VS- 605 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" VIGA VP-101 = 201= 301=401=501 (.30 X .60) 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 8@ .10 - 3@.15 Resto @ .20 A F 3 3 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 4 4 3 d3/4" 3 d3/4" 3 d5/8" 3 d5/8" A F ESC. 1:25 3 d3/4" 2 d5/8" CORTE 3 - 3 5 5 ESC. 1:25 3 d5/8" 3 d3/4" 4 4 4 d5/8" CORTE 4 - 4 5 5 ESC. 1:25 3 d5/8" 3 d3/4" VIGA VP-102 = 202= 302=402 (.25 X .30) 2 d5/8" 2 d5/8" A F 5 5 2 d5/8" 2 d5/8" 1 d1/2" 6 6 2 d5/8" 2 d5/8" A F ESC. 1:25 2 d5/8" 2 d5/8" CORTE 5 - 5 5 5 ESC. 1:25 2 d5/8" 2 d1/2" 6 6 2 d5/8" 2 d5/8" 2 d1/2" 1 d1/2" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 2 d1/2" 2 d1/2" 2 d5/8" CORTE 6 - 6 5 5 ESC. 1:25 2 d5/8" 2 d1/2" B E VIGA VP-103 = 203= 303=403=503 (.25 X .30) 2 d5/8" 2 d5/8" A F 2 d5/8" 2 d5/8" 2 d5/8"+1d1/2" A F ESC. 1:25 2 d5/8" CORTE 7 - 7 5 5 ESC. 1:25 2 d5/8" 2 d1/2" 7 7 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 B E 2 d5/8"+1d1/2" 2 d5/8"+1d1/2" 7 7 7 7 2 d1/2" 2 d1/2" d 1/4" @ 0.15 CORTE A - A 5 5 ESC. 1:25 3 d1/2" 3 d1/2" VIGA VP-104 (.25 X .30) 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 2 d5/8" 2 d5/8" 8 2 d5/8" CORTE 15 - 15 2 d5/8" 2 d5/8" 6 5 4 3 2 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 7 VIGA VS-105 = 204= 304=404=504 =604 (.25 X .30) 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 8 2 d5/8" 8 6 5 4 3 2 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 7 5 5 ESC. 1:25 8 8 8 8 8 8 8 8 8 5 5 5 5 5 5 5 5 5 5 5 U U ESTRUCTURA DE TAPA CISTERNA ESC. 1:25 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 5 5 5 5 5 5 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 1d3/8"@.15 5 5 U U ESTRUCTURA DE FONDO CISTERNA ESC. 1:25 1d1/2"@.15 1d1/2"@.15 d3/8"@.15 d3/8"@.15 d1/2"@.15 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE U - U ESC. 1:25 d1/2"@.15 d1/2"@.15 d3/8"@.15 d1/2"@.15 d3/8"@.15 d3/8"@.15 d1/2"@.15 d3/8"@.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 tapa 3 d1/2" d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 VIGA VA VIGA VA-1 VIGA VA-2 3 d1/2" 3 d1/2" 3 d1/2" 4 d1/2" 3 d1/2" d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 VIGA VA VIGA VA-1 VIGA VA-2 5 5 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 8 CORTE 19 - 19 3 d1/2" 19 19 3 d1/2" 3 d1/2" d 3/8" 1@ .05 - 5@ .15 Resto @ .20 7 VIGA VS-107 = 207= 307=407 (.25 X .30) 8 CORTE 19 - 19 3 d1/2" 19 19 3 d1/2" 3 d1/2" d 3/8" 1@ .05 - 5@ .15 Resto @ .20 7 5 5 ESC. 1:25 ESC. 1:25 2 1 8 7 6 5 4 3 d3/8" @ 0.20 d1/2"@ 0.15 d3/8" @ 0.15 d3/8" @ 0.15 d3/8" @ 0.15 d3/8"@ 0.15 e = 0.15 PRIMER TRAMO PASOS 1-8 5 d1/2"@0.15 13 d3/8" @0.20 d3/8"@0.15 5 0.15 14 12 11 10 9 5 SEGUNDOTRAMO ESC. 1:20 15 16 TIPICO 8 MEZANINE d3/8"@0.15 d1/2"@0.15 d3/8" @0.20 d3/8"@0.15 ESC. 1:20 ESCALERA Nº 2 RESTAURANTE RESPONSABLE : PLANO: PROYECTO PROPIETARIO : E-4 INDICADA ESCALA: FECHA: LAMINA: DETALLES DE VIGAS, ESCALERAS 5 5 5 "HOSTAL DOS ESTRELLAS" 0.50 2 1 10 9 8 7 6 5 4 3 d3/8" @ 0.20 d1/2"@ 0.15 d1/2" @ 0.15 d3/8" @ 0.15 d3/8" @ 0.15 2d5/8" 2d5/8" d1/2"@ 0.15 e = 0.15 d 3/8" @ .0.15 PRIMER TRAMO PASOS 1-10 5 5 15 d3/8" @0.15 d3/8"@0.15 d1/2"@ 0.15 5 d1/2"@0.15 16 14 13 12 11 5 SEGUNDO TRAMO PASOS 10-16 ESC. 1:20 d3/8"@0.15 10 d1/2"@0.15 d1/2"@0.15 VIGA VA-2 d 3/8" @ .0.15 2d5/8" 2d5/8" e = 0.15 MEZANINE 5 0.50 21 d3/8" @0.15 d1/2"@0.15 22 20 19 18 17 5 TERCER TRAMO PASOS 16-22 ESC. 1:20 16 d1/2"@0.15 d1/2"@0.15 e = 0.15 MEZANINE DESCANSO 5 0.50 d1/2"@0.15 26 d3/8" @0.20 d1/2"@0.15 5 0.15 27 25 24 23 22 5 CUARTO TRAMO ESC. 1:20 28 29 TIPICO 21 SEGUNDO PISO d3/8"@0.15 d1/2"@0.15 d3/8" @0.20 d1/2"@0.15 5 0.50 5 5 5 CIMENTACION 2 d1/4" @ 3 HILADAS CON COLUMNA ESC. 1:20 DETALLE ENCUENTRO DE MURO 0.40 0.40 VIGA VP-100 = 200= 300=400=500 (.30 X .40) CORTE 1 - 1 1 1 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 2 2 2 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 2 d3/4" 2 d3/4" 2 d5/8" 2 d5/8" 2 d5/8" A C F CORTE 2 - 2 2 d5/8" 2 d3/4" 4 d5/8" CORTE 1 - 1 1 1 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 2 2 2 2 d3/4" 2 d3/4" 2 d5/8" 2 d5/8" 2 d5/8" A C F 2 d5/8" 2 d3/4" 2 d5/8" CORTE 2 - 2 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 5 5 5 5 5 5 5 5 VIGA VP-204 = 304= 404=504 (.30 X .45) 6 6 3 d5/8" 2 d5/8" 3 d5/8" 2 d5/8" 5 5 5 5 d 3/8" 1@ .05 - 8@ .10 - 3@.15 Resto @ .20 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 3 d3/4" 3 d3/4" 2 d3/4" 2 d3/4" A D F 3 d5/8" CORTE 5 - 5 3 d5/8" CORTE 6 - 6 5 d3/4" 2 d3/4" 5 d3/4" 6 6 3 d5/8" 2 d5/8" 3 d5/8" 2 d5/8" 5 5 5 5 3 d3/4" 3 d3/4" 2 d3/4" 2 d3/4" A D F CORTE 5 - 5 CORTE 6 - 6 2 d3/4" 2 d3/4" 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 N. EXC -1.20 N. EXC -1.20 N. EXC -0.65 C-2' 4 d 5/8" + 2d 1/2" C-1' 4d 3/4" + 4d5/8" .30 X .45 .45 5 4d 3/4" + 2d5/8" .30 X .45 .35 .25 C-2' d .35 8 d 5/8" 5 5 .30 X .30 6d 5/8" 19 20 21 22 23 24 25 18 17 16 15 14 13 12 DORMITORIO 06 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 05 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 04 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 03 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 02 PISO CERAMICO .30x.30 NPT +3.45 DORMITORIO 01 PISO CERAMICO .30x.30 NPT +3.45 PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO V A C I O DORMITORIO 13 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 12 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 11 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 10 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 08 PISO CERAMICO .30x.30 NPT +6.45 DORMITORIO 07 PISO CERAMICO .30x.30 NPT +6.45 PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO PISO CERAMICO .30x.30 BAÑO V A C I O 1 2 3 4 5 6 7 PATIO DE SERVICIO BAÑO VARONES BAÑO DAMAS PISO CERAMICO .30x.30 DESPENSA C O C I N A PISO CERAMICO .30x.30 NPT +0.15 RECEPCION PISO CERAMICO .30x.30 NPT +3.45 RESTAURANTE PISO CERAMICO .40x.40 NPT +0.15 NPT +0.00 DORMITORIO 09 PISO CERAMICO .30x.30 NPT +6.45 V A C I O 04 05 06 07 08 09 10 11 36 37 38 39 40 41 42 35 34 33 32 31 30 29 27 53 38 39 40 41 42 52 51 50 49 48 47 46 44 43 LAVANDERIA PISO CERAMICO .40x.40 NPT +9.45 PISO CEMENTO PULIDO NPT +9.45 PISO CERAMICO .30x.30 BAÑO DEPOSITO PISO CERAMICO .30x.30 NPT +9.45 TENDAL PISO CEMENTO PULIDO NPT +9.45 DUCTO DUCTO 5 5 5 5 5 5 5 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F 5 5 5 5 5 5 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F 5 5 5 5 5 5 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F 5 5 5 5 5 5 5 5 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F 5 5 5 5 5 5 5 5 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-1 P-2 P-3 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-5 P-4 P-4 P-4 P-4 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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-5 P-5 P-5 P-5 P-5 P-5 P-5 P-4 P-4 P-4 P-4 P-4 P-4 5 5 5 PLANTA PRIMER NIVEL ESC: 1/50 PLANTA SEGUNDO\fArial|b0|i0|c204|p34; NIVEL ESC: 1/50 PLANTA TERCER\fArial|b0|i0|c204|p34; NIVEL ESC: 1/50 PLANTA AZOTEA\fArial|b0|i0|c204|p34; ESC: 1/50 P-3 P-3 P-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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CTO DE PLANCHADO A A A A A A A C C B B C C A A B B B B C C B B C C P-1 V-1 V-2 V-2 V-3 V-3 V-3 V-3 V-3 V-3 V-3 V-3 V-4 V-5 V-5 V-6 V-6 5 5 5 5 V-3 V-3 V-3 V-3 V-3 V-3 V-4 V-5 V-6 V-6 V-3 V-7 V-7 V-7 V-5 CORTE B - B CORTE A - A CORTE C - C NPT±0.00 INGRESO NPT+0.15 NPT+0.15 RESTAURANTE COCINA NPT+0.15 NPT+3.45 \W7.49851; DORMITORIO 01 NPT+3.45 SSHH \W7.24980; DORMITORIO 03 \W7.24078; DORMITORIO 05 NPT+3.45 NPT+3.45 NPT+6.45 \W7.25109; DORMITORIO 07 NPT+6.45 SSHH \W7.25495; DORMITORIO 10 \W7.26397; DORMITORIO 12 NPT+6.45 NPT+6.45 \W2.50109; CTO. DE PLANCHADO NPT+9.45 \W7.21317; TENDAL NPT+9.45 BRUÑA 1cm BRUÑA 1cm BRUÑA 1cm BRUÑA 1cm BARANDA Fºgº d 4" BARANDA Fºgº d 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 5 5 5 5 1 11 12 13 14 15 16 17 18 19 28 29 30 31 32 33 34 35 36 45 46 47 48 49 50 51 52 53 27 44 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT+0.15 RESTAURANTE \W5.40647; RECEPCION NPT+3.45 \W7.24722; DORMITORIO 09 NPT+6.45 \W6.07335; DEPOSITO NPT+9.45 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT+9.45 NPT+6.45 NPT+3.45 NPT+0.15 NPT+9.45 NPT+6.45 NPT+3.45 NPT+0.15 N.T+9.45 N.T.T+12.45 N.T+10.05 N.T+10.55 N.T+10.25 5 5 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F CIMENTACION ESC: 1/50 Z-5 Z-5 Z-4 Z-4 Z-4 Z-4 Z-3 Z-3 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 Z-2 VC - 4 VC - 4 VC - 3 VC - 3 VC - 6 VC - 6 A A A A A A A A A A A A A A A A A A VC - 2 VC - 2 VC - 2 VC - 1 VC - 2 C-4 C-4 C-4 C-4 C-4 C-4 C-5 C-5 C-1' C-1' C-1' C-1' C-1' C-1' C-1' C-1' C-2 C-2' C-1 C-3 C-5 C-6 C-6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA DE CIMENTACION VC - 1 (.30X.80) 1 1 F A 2 d1/2" 3 d5/8" 3 d5/8" d 3/8" 1@ .05 - 8@ .10 - 3@0.15 Resto @ .20 CORTE 1 - 1 3 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 2 d1/2" VIGA DE CIMENTACION VC - 2 (.30X.80) 2 2 F A 2 d1/2" 3 d5/8" 3 d5/8" CORTE 2 - 2 3 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 2 d1/2" d 3/8" 1@ .05 - 8@ .10 - 3@0.15 Resto @ .20 2 d3/4" 2 d5/8" 2 d5/8" 2' 2' 2' 2' CORTE 2' - 2' 3 d5/8" 5 d5/8" 5 5 ESC. 1/25 2 d1/2" 2 d3/4" VIGA DE CIMENTACION VC - 3 (.25X.35) 3 3 3 3 A 3 d5/8" 3 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 B E 3 d5/8" CORTE 3 - 3 2 d5/8" 3 d5/8" 5 5 ESC. 1/25 ESC. 1/25 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 VIGA DE CIMENTACION VC - 4 (.25X.35) 4 4 4 4 A 2 d5/8"+1d1/2 2 d5/8"+1d1/2 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 B E F CORTE 4 - 4 2 d5/8" 2 d5/8" 5 5 ESC. 1/25 ESC. 1/25 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 - 2@ .15 Resto @ .20 2 d5/8"+1d1/2 1 d1/2" N. EXC -1.20 N. EXC -1.20 N. EXC -0.65 F ESC. 1:20 ZAPATA TIPICA N.T ± 0.00 SOLADO fc=100 Kg/cm CEMENTO HORMIGON 1:12 ARENILLA COMPACTADA d1/2"@.20 VC - 3 N.PT. 0.15 5 N. EXC -1.40 5 5 5 5 CONCRETO F'C 210 kg/cm2 5 5 5 N. EXC -0.65 5 N.PT. 0.15 5 5 5 CIMENTACION 2 d1/4" @ 3 HILADAS CON COLUMNA ESC. 1:20 DETALLE ENCUENTRO DE MURO 0.40 0.40 Z-1 2.50 x 1.50 H= 0.45 1er CUADRO DE ZAPATAS PISO Y MEZANINE Z-5 Z-1 Z-2 Z-3 Z-4 Z-2 2.50 x 1.30 H= 0.45 Z-3 1.50 x 1.50 H= 0.45 Z-4 1.50 x 1.20 H= 0.45 Z-5 1.20 x 1.20 H= 0.45 DE CIMENTACION ESPECIFICACIONES TECNICAS \W5.15464; 2 - UNIDAD DE ALBAÑILERIA HECHA A MAQUINA f 'm=35 Kg/cm - MORTERO DE CEMENTO: 1:5 \W5.15464; 2 \W5.15464; 2 \W5.15464; qa = 0.80 Kg/cm \W5.15464; fy = 4200 Kg/cm \W5.15464; 2 - ZAPATAS ARMADAS, VIGAS DE CIMENTACION COLUMNAS, ESCALERAS: f 'c=210 Kg/cm - CIMIENTO CORRIDO: 1/10+30% PIEDRA DE 6" max. - SOBRECIMIENTOS: 1/8+25% PIEDRA DE 4" max. CONCRETO : ALBAÑILERIA : RECUBRIMIENTOS : ACERO : TERRENO : - LOSAS Y ESCALERA 2.00 cm - CIMIENTOS Y ELEMENTOS DE CIMENTACION VACEADOS DIRECTAMENTE SOBRE EL TERRENO 7.00 cm - COLUMNAS, ZAPATAS SOBRE SOLADO Y ELEMENTOS DE CIMENTACION ENCOFRADOS 4.00 cm C-2 C-1 C-4 C-5 d .30 6 d 3/4" 1er CUADRO DE COLUMNAS PISO .30 X .30 .25 X .25 ESTRIBOS d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 4 d 3/4" + 2d 5/8" C-3 4 d 5/8" .25 X .25 C-6 .25 X .25 5 5 .30 5 5 5 3ro y PISO Y MEZANINE 5 5 5 5 5 5 .30 X .30 6 d 3/4" .30 X .30 6d 5/8" 4 d 5/8" + 2d 1/2" .25 X .25 4 d 5/8" 4 d 5/8" 5 5 .30 X .15 6 d1/2" 5 5 .25 X .25 5 5 d 3/8" 1@ .05 - 6@ .10 - 3@.15 Resto @ .20 d 1/4" 1@ .05 - 6@ .10 - 4@.15 Resto @ .20 2do PISO 4to 4 d 5/8" + 2d 1/2" C-1' 4d 3/4" + 4d5/8" .30 X .45 .45 5 4d 3/4" + 2d5/8" .30 X .45 .35 .25 C-2' d .35 8 d 5/8" 5 5 .30 X .30 6d 5/8" VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 VC - 5 5 5 5 5 A A B E F 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F PRIMER ALIGERADO ESC: 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 PATIO VACIO SOBRE 28 45 5 VACIO SOBRE ESCALERA 5 5 1d3/8" 5 5 1d3/8" 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" V A C I O 5 5 5 5 A A B E F 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 5 1 5 5 5 5 5 5 5 8 8 7 6 5 4 3 2 1 5 5 5 5 A C D F SEGUNDO Y TERCER ALIGERADO ESC: 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 6 5 4 3 5 5 5 6 5 4 3 ALIGERADO AZOTEA ESC: 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" DUCTO DUCTO 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 1d3/8" 1d3/8" 5 5 1d3/8" 5 5 5 1d3/8" 5 5 1d3/8" 1d3/8" VACIO SOBRE ESCALERA 5 5 5 5 1d3/8" 1d3/8" V A C I O V A C I O V A C I O V A C I O 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 5 5 5 1d3/8" 5 5 5 5 1d3/8" 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 1d3/8" VP- 108 VP- 108 VP- 108 VP- 107 VP- 107 VP- 107 VP- 106 VP- 106 VP- 105 VP- 105 VP- 104 VP- 103 VP- 102 VP- 102 VP- 208 VP- 208 VP- 208 VP- 207 VP- 207 VP- 207 VP- 206 VP- 206 VP- 205 VP- 205 VP- 204 VP- 204 VP- 203 VP- 203 VP- 202 VP- 202 VP- 405 VP- 405 VP- 403 VP- 4\fArial|b0|i0|c204|p34;03 VP- 404 VP- 404 VP- 406 VP- 406 VP- 103 VP- 104 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 2 VA- 2 VA- 2 VA- 2 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 1 VA- 2 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VS- 405 VIGA VP-104 = 105= 106=204=205=206=304=305=306=404=405=406 (.30 X .60) 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 8@ .10 - 3@.15 Resto @ .20 A F 5 5 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 6 6 3 d3/4" 3 d3/4" 3 d5/8" 3 d5/8" A F ESC. 1:25 2 d5/8" CORTE 5 - 5 5 5 ESC. 1:25 3 d5/8" 3 d3/4" 6 6 4 d5/8" CORTE 6 - 6 5 5 ESC. 1:25 3 d5/8" 3 d3/4" VIGA VP-107 = 207= 307 (.25 X .30) 2 d5/8" 2 d5/8" A F 7 7 2 d5/8" 2 d5/8" 1 d1/2" 8 8 2 d5/8" 2 d5/8" A F ESC. 1:25 2 d5/8" 2 d5/8" CORTE 7 - 7 5 5 ESC. 1:25 2 d5/8" 2 d1/2" 8 8 2 d5/8" 2 d5/8" 2 d1/2" 1 d1/2" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 2 d1/2" 2 d1/2" 2 d5/8" CORTE 8 - 8 5 5 ESC. 1:25 2 d5/8" 2 d1/2" B E VIGA VP-108 = 208= 308 (.25 X .30) 2 d5/8" 2 d5/8" A F 2 d5/8" 2 d5/8" 2 d5/8"+1d1/2" A F ESC. 1:25 2 d5/8" CORTE 9 - 9 5 5 ESC. 1:25 2 d5/8" 2 d1/2" 9 9 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 B E 2 d5/8"+1d1/2" 2 d5/8"+1d1/2" 9 9 9 9 5 5 5 5 5 5 5 5 5 5 5 VIGA VP-102 = 202= 302 (.30 X .40) CORTE 1 - 1 1 1 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 2 2 2 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 2 d3/4" 2 d3/4" 2 d5/8" 2 d5/8" 2 d5/8" A C F CORTE 2 - 2 2 d5/8" 2 d3/4" 4 d5/8" CORTE 1 - 1 1 1 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 2 2 2 2 d3/4" 2 d3/4" 2 d5/8" 2 d5/8" 2 d5/8" A C F 2 d5/8" 2 d3/4" 2 d5/8" CORTE 2 - 2 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 5 5 5 5 5 5 5 5 2 d5/8" 2 d5/8" 5 5 VIGA VP-103 = 203= 303=403 (.30 X .45) 4 4 3 d5/8" 2 d5/8" 3 d5/8" 2 d5/8" 3 3 3 3 d 3/8" 1@ .05 - 8@ .10 - 3@.15 Resto @ .20 d 3/8" 1@ .05 - 6@ .10 - 2@.15 Resto @ .20 3 d3/4" 3 d3/4" 2 d3/4" 2 d3/4" A D F 3 d5/8" CORTE 3 - 3 3 d5/8" CORTE 4 - 4 5 d3/4" 2 d3/4" 5 d3/4" 3 d5/8" 2 d5/8" 3 d5/8" 2 d5/8" 3 d3/4" 3 d3/4" 2 d3/4" 2 d3/4" A D F 2 d3/4" 2 d3/4" 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 5 5 5 5 5 5 5 5 2 3 4 5 6 7 8 9 10 2 1 10 9 8 7 6 5 4 3 d3/8" @ 0.20 d1/2"@ 0.15 d1/2" @ 0.15 d3/8" @ 0.15 d3/8" @ 0.15 d1/2"@ 0.15 e = 0.15 d 3/8" @ .0.15 PRIMER TRAMO PASOS 1-10 5 5 15 d3/8" @0.15 d3/8"@0.15 d1/2"@ 0.15 5 d1/2"@0.15 16 14 13 12 11 5 SEGUNDO TRAMO PASOS 10-19 ESC. 1:20 d3/8"@0.15 10 d1/2"@0.15 d1/2"@0.15 d 3/8" @ .0.15 2d5/8" 2d5/8" e = 0.15 SEGUNDO PISO 17 18 19 0.50 5 VIGA VA-2 24 d3/8" @0.15 d1/2"@0.15 25 23 22 21 20 5 TERCER TRAMO TIPICO ESC. 1:20 19 d1/2"@0.15 d1/2"@0.15 e = 0.15 SEGUNDO PISO DESCANSO 5 VIGA VA-2 26 27 5 d1/2"@0.15 33 d3/8" @0.20 d1/2"@0.15 5 0.15 34 32 31 30 29 5 CUARTO TRAMO ESC. 1:20 35 36 TIPICO 28 TERCER PISO d3/8"@0.15 d1/2"@0.15 d3/8" @0.20 d1/2"@0.15 5 0.50 ACERO DE TEMPERATURA = d1/4"@ 0.25 0.40 CORTE TIPICO DE LOSA ALIGERADA 0.30 0.20 0.40 0.40 0.10 0.10 0.30 0.10 0.30 .05 ESC. 1:10 0.15 0.10 VA VA VA VA VA VA VA VA 3 d1/2" d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 VIGA VA VIGA VA-1 VIGA VA-2 3 d1/2" 3 d1/2" 3 d1/2" 4 d1/2" 3 d1/2" d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 d 1/4" 1@ .05 - 4@ .10 Resto @ .20 VIGA VA VIGA VA-1 VIGA VA-2 5 5 5 5 5 5 ESC. 1:25 ESC. 1:25 ESC. 1:25 8 CORTE 11 - 11 3 d1/2" 11 11 3 d1/2" 3 d1/2" d 3/8" 1@ .05 - 5@ .15 Resto @ .20 7 VIGA VS-107 = 207= 307=407 (.25 X .30) 8 3 d1/2" 3 d1/2" 3 d1/2" d 3/8" 1@ .05 - 5@ .15 Resto @ .20 7 5 5 ESC. 1:25 ESC. 1:25 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 2 d5/8" 2 d5/8" 8 2 d5/8" CORTE 15 - 15 2 d5/8" 2 d5/8" 6 5 4 3 2 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 d 3/8" 1@ .05 - 5@ .10 Resto @ .20 7 VIGA VS-105 = 204= 304=404=504 =604 (.25 X .30) 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 8 2 d5/8" 10 6 5 4 3 2 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 2 d5/8" 7 5 5 ESC. 1:25 10 ESPECIFICACIONES TECNICAS DE ALIGERADO - \fArial|b0|i0|c0|p34;VIGAS, LOSA ALIGERADA = 210Kg/cm CONCRETO : - fy = 4200 Kg/cm ACERO : - \fArial|b0|i0|c0|p34;\H1.25x;VIGAS = 4 cm RECUBRIMIENTOS : - \fArial|b0|i0|c0|p34;\H1.25x;DINTELES, LOSA ALIGERADA, VIGAS CHATAS Y LOSAS = 2.5 cm - ESCALERAS = 300 Kg/m - ALIGERADO = 300 Kg/m S / C : - AZOTEA = 200 Kg/m \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 \W5.15464; 2 10 10 10 10 10 10 10 10 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.05 \A1;0.75 \A1;0.75 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.30 \A1;.05 \A1;.10 \A1;.15 \A1;.05 \A1;.10 \A1;0.30 \A1;0.45 \A1;0.30 \A1;0.10 \A1;0.20 \A1;0.15 \A1;0.30 \A1;.15 \A1;.15 \A1;0.30 \A1; 0.30 \A1;0.25 \A1;0.15 \A1;0.10 \A1;2.00 \A1;0.15 \A1;0.35 \A1;0.20 \A1;0.15 \A1;0.20 \A1;3.70 \A1;0.60 \A1;.05 \A1;.10 \A1;.05 \A1;.10 \A1;0.25 \A1;0.15 \A1;8.53 \A1;0.075 \A1;0.15 .23 .05 .60 .10 .15 .15 .15 2.85 .15 1.70 .35 A-01 2 JUEGOS PAPEL BONG NIVEL DE AZOTEA 0.75 0.15 0.10 LLEGA IMPULSION d1" CONTROL DE NIVEL RUPTOR DE VACIO 0.10 VOL.= 2.00 m3. 0.10 0.10 0.10 0.30 d1" BAJA DISTRIBUCION d1 1/4" NIV. PARADA BOMBA NIV. ARRANQUE BOMBA VOL.= 2.00 m3. NIV. ARRANQUE BOMBA NIV. PARADA BOMBA ESC. 1/25 TANQUE"PRE-FABRICADO"-AGUA CAP. 4.00M3 Tubo de Union de Tanques d 2" VALVULA FLOTADOR d1" LAS TUBERIAS DE DESAGüE Y VENTILACION SERAN DESAGUE DEBIDAMENTE TARRAJEADAS. LA SIGUIENTE PRUEBA : 1/32". SERA DEL 1%. ELEVADO ESTARAN PROTEGIDAS CON MALLA MOSQUITERO ANTES DE CUBRIR LAS TUBERIAS DE DESAGüE SE HARA LA PENDIENTE MINIMA DE LAS TUBERIAS DE DESAGüE d 2" Y TERMINARAN O.30 S.N.T.T. (Azotea) ACABANDO TODAS LAS TUBERIAS DE VENTILACION SERAN DE PVC DE PVC CON CARACTERISTICAS INDICADAS. LAS CAJAS DE REGISTRO SERAN DE CONCRETO SIMPLE LAS SALIDAS PARA REBOSE DE CISTERNA Y TANQUE EN SOMBRERO DE VENTILACION. SIN PERMITIR ESCAPES. SE LLENARAN CON AGUA , LUEGO DE TAPONEAR LAS SALIDAS BAJAS DEBIENDO PERMANECER 24 HORAS N.P.T.+0.15 REBOSE d2" Tapa de concreto armado .05 1/32". SUMIDERO d 2" .10 .15 MALLA MOSQUITERO SALIDA PROTEGIDA CON .05 TRAMPA "P" .10 VA A DESAGüE d2" 0.30 0.45 0.30 Esc. 1/25 DETALLE DE REBOSE EN CISTERNA 0.075 N.P.T.+0.15 ESPECIFICACIONES TECNICAS 1O ROSCADO. POR LA PARED. E IRAN ENTRE UNIONES UNIVERSALES. REALIZAR LA SIGUIENTE PRUEBA : MINUTOS SIN PERMITIR ESCAPES. LAS VALVULAS ESFERICAS SERAN DE BRONCE TIPO "CIM", " CRANE " ó SIMILAR PARA UNA PRESION DE 125 ANTES DE CUBRIR LAS TUBERIAS DE AGUA SE DEBERA UNA PRESION DE 1OO Lb. / pulg. DURANTE 3O LAS TUBERIAS DE AGUA SERAN DE PVC - SAP CLASE TODAS LAS TUBERIAS DE AGUA CORREN DE PREFERENCIA MEDIANTE BOMBA DE MANO DEBERAN SOPORTAR Lb. / pulg. INSTALADAS EN NICHOS ( Ver Detalle ) AGUA ESPECIFICACIONES TECNICAS SUBE IMPULSION d 1" A TANQUE ELEVADO VALVULA DE COMPUERTA d1" CON VALVULA DE PIE CANASTILLA DE SUCCION 0.10 1 H.P. 0.15 ELECTROBOMBA DETALLE DE ELECTROBOMBA ROSCADO d11/4" TUB. SUCCION PVC CLASE 1O ALTURA DE APARATOS SANITARIOS Lavaderos = 1.10 s.p.t Lavaplatos = 1.10 s.p.t Duchas = 2.00 s.p.t W.C. = 0.20 s.p.t Lavatorios = 0.55 s.p.t h = 1.10 LAVADEROS N.P.T. DUCHA h = 2.00 h = 1.00 LLAVE LAVATORIO h = 0.20 INODORO PARA APARATOS SANITARIOS ALTURAS DE SALIDAS h = 0.55 0.20 0.15 0.30 .15 .15 CAJUELA DE SUCCION 0.30 0.30 DE BRONCE CIM PESADA VALVULA CHECK d1" DE BRONCE CIM PESADA TAPON DE f°g° d1" para cebado LEYENDA - AGUA SIMBOLO M TUBERIA DE AGUA, CRUCE SIN UNION TUBERIA DE AGUA CALIENTE VALVULA DE COMPUERTA TUBERIA DE AGUA FRIA UNION UNIVERSAL DESCRIPCION VALVULA CHECK CODO SUBE CODO BAJA REDUCCION CODO 90° ELECTRO BOMBA MEDIDOR TEE LEYENDA - DESAGUE VALVULA CHECK CAJA DE REGISTRO 12''x24'' YEE DOBLE TUBERIA PVC DE DESAGUE CODO DE 45° SUMIDERO TRAMPA "P" REGISTRO ROSCADO SUMIDERO PLUVIAL SIMBOLO DESCRIPCION CAJA DE REGISTRO TAPA CIEGA 12''x24'' YEE SIMPLE YEE SANITARIA LEYENDA - AGUA SIMBOLO M TUBERIA DE AGUA, CRUCE SIN UNION TUBERIA DE AGUA CALIENTE VALVULA DE COMPUERTA TUBERIA DE AGUA FRIA UNION UNIVERSAL DESCRIPCION VALVULA CHECK CODO SUBE CODO BAJA REDUCCION CODO 90° ELECTRO BOMBA MEDIDOR TEE LEYENDA - DESAGUE VALVULA CHECK CAJA DE REGISTRO 12''x24'' YEE DOBLE TUBERIA PVC DE DESAGUE CODO DE 45° SUMIDERO TRAMPA "P" REGISTRO ROSCADO SUMIDERO PLUVIAL SIMBOLO DESCRIPCION CAJA DE REGISTRO TAPA CIEGA 12''x24'' YEE SIMPLE YEE SANITARIA ESC. 1/25 CISTERNA CAP. 11.50 M3 RED PUBLICA d3/4" LLEGA ALIMENT. TUB. SUCCION PVC CLASE 1O ROSCADO DE d1 1/2" 0.25 CON VALVULA DE PIE CANASTILLA DE SUCCION 0.15 0.10 2.00 0.15 0.35 0.20 0.15 0.20 3.70 N.P.T.+ 0.15 VAL. FLOTADORA REBOSE DE CISTERNA DE 2" 0.60 .05 .10 .05 .10 0.30 0.20 0.20 0.25 Esc. 1/10 CAJA ENCHAPADA EN CERAMICA DENTRO DEL MURO .25x.20x.10 POSICION VERTICAL U HORIZONTAL NOTA: LAS LLAVES DE CONTROL SERAN TIPO ESFERICAS. DETALLE DE LLAVE DE CONTROL N.P.T A/F d3/4" AGUA FRIA 1O ROSCADO. POR LA PARED. E IRAN ENTRE UNIONES UNIVERSALES. REALIZAR LA SIGUIENTE PRUEBA : MINUTOS SIN PERMITIR ESCAPES. LAS VALVULAS ESFERICAS SERAN DE BRONCE TIPO "CIM", " CRANE " ó SIMILAR PARA UNA PRESION DE 125 ANTES DE CUBRIR LAS TUBERIAS DE AGUA SE DEBERA UNA PRESION DE 1OO Lb. / pulg. DURANTE 3O LAS TUBERIAS DE AGUA SERAN DE PVC - SAP CLASE TODAS LAS TUBERIAS DE AGUA CORREN DE PREFERENCIA MEDIANTE BOMBA DE MANO DEBERAN SOPORTAR Lb. / pulg. INSTALADAS EN NICHOS ( Ver Detalle ) AGUA ESPECIFICACIONES TECNICAS SUBE IMPULSION d 1" A TANQUE ELEVADO VALVULA DE COMPUERTA d1" CON VALVULA DE PIE CANASTILLA DE SUCCION 0.10 1 H.P. 0.15 ELECTROBOMBA DETALLE DE ELECTROBOMBA ROSCADO d11/4" TUB. SUCCION PVC CLASE 1O DE BRONCE CIM PESADA VALVULA CHECK d1" DE BRONCE CIM PESADA TAPON DE f°g° d1" para cebado EFICIENCIA = 60% POTENCIA = 1 H.P. CARACTERISTICAS DEL ELECTROBOMBA MONOFASICA A 22Ov. EQUIPO DE BOMBEO HDT. = 28.00 m. CAUDAL = 1.11 L/s. TIEMPO DE = 1.00 HORA LLENADO SOMBRERO DE VENTILACION d2" AL DESAGUE d2" 0.10 VOL.= 2.00 m3. 0.15 0.05 LIMPIA d2" d2" 0.75 ESC. 1/25 DOS Unidades de T.E. 2.00 M3 C/U TANQUE"ETERNIT"-DESAGUE CONO DE REBOSE BRECHA DE AIRE REBOSE d 2" DOS TANQUES DE 1.5 M3 C/U 1 2 3 4 5 6 7 PATIO DE SERVICIO BAÑO VARONES BAÑO DAMAS DESPENSA C O C I N A RESTAURANTE PLANTA PRIMER PISO CISTERNA 5.9 M3 M M AL MEDIDOR: d3/4" DE LA RED PUBLICA AL MEDIDOR: d3/4" DE LA RED PUBLICA Viene Alimentador d 3/4" con Valvula Flotador de Bronce A TANQUE ELEVADO SUBE IMPULSION d 1 " A TANQUE ELEVADO SUBE IMPULSION d 1 " ELECTROBOMBA Nº 1 pot. 1HP SUCCION d 1 1/4 " V A C I O TENDAL DUCTO DUCTO PLANTA DE TANQUE ELEVADO A TANQUE ELEVADO A TANQUE ELEVADO LLEGA IMPULSION d 1 " CAP: 2000Lt. TANQUE ELEV. CAP: 2000Lt. TANQUE ELEV. V A C I O 53 38 39 40 41 42 52 51 50 49 48 47 46 44 43 LAVANDERIA BAÑO DEPOSITO TENDAL DUCTO DUCTO PLANTA AZOTEA\fArial|b0|i0|c204|p34; CTO DE PLANCHADO 45 19 20 21 22 23 24 25 18 17 16 15 14 13 12 DORMITORIO 06 DORMITORIO 05 DORMITORIO 04 DORMITORIO 03 DORMITORIO 02 DORMITORIO 01 BAÑO BAÑO BAÑO BAÑO BAÑO BAÑO BAÑO V A C I O RECEPCION 04 05 06 07 08 09 10 11 PLANTA SEGUNDO\fArial|b0|i0|c204|p34; \fArial|b0|i0|c0|p34;Y TERCER PISO A TANQUE ELEVADO SUBE IMPULSION d 1 " A TANQUE ELEVADO SUBE IMPULSION d 1 " A TANQUE ELEVADO SUBE IMPULSION d 1 " A TANQUE ELEVADO SUBE IMPULSION d 1 " Baja montante 1 a 3er Piso d3/4" PVC - SAP Baja montante 2 a Azotea d3/4" PVC - SAP Baja montante 3 a Azotea d3/4" PVC - SAP Baja montante 4 a 3er piso d3/4" PVC - SAP Baja montante 5 a 3er piso d3/4" PVC - SAP Baja montante 1 a 3er Piso d3/4" PVC - SAP Baja montante 4 a 3er piso d3/4" PVC - SAP Baja montante 5 a 3er piso d3/4" PVC - SAP Llega montante 1 a 1er Piso d3/4" PVC - SAP Llega montante 2 a Azotea d3/4" PVC - SAP y Baja d 3/4" a 3er Piso Llega montante 2 a Azotea d3/4" PVC - SAP y Baja d 3/4" a 3er Piso d 1/2" d 1/2" d 1/2" d 3/4" d 1/2" d 1/2" d 1/2" d 1/2" Llega montante 1 a 2do y 3er Piso d3/4" PVC - SAP y Baja d 3/4" PVC-SAP a 1er Piso Llega montante 2 a 3ro y 2do piso d3/4" PVC - SAP Llega montante 3 a 3ro y 2do piso d3/4" PVC - SAP Llega montante 4 a 3ro y 2do piso d3/4" PVC - SAP Llega montante 5 a 3ro y 2do piso d3/4" PVC - SAP d 3/4" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 3/4" d 3/4" d 3/4" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 3/4" d 3/4" d 3/4" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" 1 2 3 4 5 6 7 PATIO DE SERVICIO BAÑO VARONES BAÑO DAMAS DESPENSA C O C I N A RESTAURANTE PLANTA PRIMER PISO V A C I O TENDAL DUCTO DUCTO PLANTA DE TANQUE ELEVADO CAP: 2000Lt. TANQUE ELEV. CAP: 2000Lt. TANQUE ELEV. V A C I O 53 38 39 40 41 42 52 51 50 49 48 47 46 44 43 LAVANDERIA BAÑO DEPOSITO TENDAL DUCTO DUCTO PLANTA AZOTEA\fArial|b0|i0|c204|p34; CTO DE PLANCHADO 45 19 20 21 22 23 24 25 18 17 16 15 14 13 12 DORMITORIO 06 DORMITORIO 05 DORMITORIO 04 DORMITORIO 03 DORMITORIO 02 DORMITORIO 01 BAÑO BAÑO BAÑO BAÑO BAÑO BAÑO BAÑO V A C I O RECEPCION 04 05 06 07 08 09 10 11 PLANTA SEGUNDO\fArial|b0|i0|c204|p34; \fArial|b0|i0|c0|p34;Y TERCER PISO SUBE VENTILACION d 2" PVC - SAL SUBE VENTILACION S-2" R-4" d2" d2" d2" d4" d4" S-2" R-4" d2" d2" d2" d4" d4" d4" BAJA DESAGUE d 4" PVC - SAL BAJA DESAGUE SUBE VENTILACION d 2" PVC - SAL SUBE VENTILACION LLEGA DESAGUE d 4" PVC - SAL LLEGA DESAGUE d 2" PVC - SAL LLEGA VENTILACION BAJA DESAGUE d 4" PVC - SAL BAJA DESAGUE d 2" d 4" d 2" d 2" R-4" R-4" R-4" R-4" d2" d 2" PVC - SAL SUBE VENTILACION d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" S-2" S-2" S-2" R-4" d4" d4" d4" d4" d4" d4" BAJA DESAGUE d 4" PVC - SAL BAJA DESAGUE hasta el 2º piso, luego cambia de direcciòn a muro lateral izquierdo BAJA DESAGUE d 4" PVC - SAL BAJA DESAGUE a partir del 2º piso LLEGA DESAGUE d 4" PVC - SAL LLEGA DESAGUE d 2" PVC - SAL LLEGA VENTILACION BAJA DESAGUE d 4" PVC - SAL BAJA DESAGUE S-2" S-2" S-2" S-2" R-4" R-4" R-4" R-4" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d4" d4" d4" d4" d4" d4" SUBE VENTILACION d 2" PVC - SAL SUBE VENTILACION BAJA DESAGUE d 4" PVC - SAL BAJA DESAGUE S-2" S-2" S-2" S-2" R-4" R-4" R-4" R-4" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d4" d4" d4" d4" d4" d4" SUBE VENTILACION d 2" PVC - SAL SUBE VENTILACION LLEGA DESAGUE d 4" PVC - SAL LLEGA DESAGUE d 4" PVC - SAP LLEGA DESAGUE d 4" PVC - SAP LLEGA DESAGUE LLEGA VENTILACION LLEGA VENTILACION d 4" PVC - SAL BAJA DESAGUE d 4" PVC - SAl BAJA DESAGUE SUBE VENTILACION d 2" PVC - SAL SUBE VENTILACION BAJA d2" REBOSE Y LIMPIA BAJA d2" REBOSE Y LIMPIA d 2" PVC - SAP BAJA TUBERIA (rebose) AL COLECTOR PUBLICO S-2" S-2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" d2" S-2" S-2" S-2" S-2" R-4" R-4" R-4" R-4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d4" d2" d2" S= 2 % d 4" pvc - sal S= 2 % d 4" pvc - sal S= 2 % d4" pvc - sal S= 2 % d4" pvc - sal S= 2 % d4" pvc - sal S= 2 % d 6" pvc - sal S= 2 % d 6" pvc - sal N.T. + 0.15 .60 x .30 N.F. - 0.45 Caja de Registro N.T. + 0.15 .60 x .30 N.F. - 0.53 Caja de Registro N.T. + 0.15 .60 x .30 N.F. - 0.70 Caja de Registro N.T. + 0.00 .60 x .30 N.F. - 0.80 Caja de Registro 5 d 2" PVC - SAL LLEGA TUBERIA (rebose) N.F. - 0.15 PAVIMENTO EVACUA A VIA PUBLICA d 3" PVC - SAP d-3" d 3" PVC - SAL LLEGA DESAGUE PLUVIAL d 3" d 2" PVC - SAL BAJA TUBERIA (rebose) d 3" PVC - SAL BAJA DESAGUE PLUVIAL d 2" PVC - SAL BAJA TUBERIA (rebose) d 3" PVC - SAL BAJA DESAGUE PLUVIAL d-3" d 3" PVC - SAL BAJA DESAGUE PLUVIAL d 3" PVC - SAL BAJA DESAGUE PLUVIAL d 3" PVC - SAL LLEGA DESAGUE PLUVIAL d 3" d 3" d 3" d 1" d 1" d 1" d 1" d 1" d 1" d 1" d 1" d 1" d 1" d 1" d 1" ESC. 1/25 CISTERNA CAP. 5.90 M3 TUB. SUCCION PVC CLASE 1O ROSCADO DE d1 1/2" N.P.T.+ 0.15 REBOSE DE CISTERNA DE 2" CON VALVULA DE PIE CANASTILLA DE SUCCION RED PUBLICA d3/4" LLEGA ALIMENT. VAL. FLOTADORA 5 5 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Block
Category	Hotel, Restaurants & Recreation
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Masonry, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	accommodation, architecture, autocad, block, casino, commercial, DWG, electrical, hostel, Hotel, plumbing, Restaurant, restaurante, spa, structures