College Flood Zone DWG Full Project for AutoCAD

College Flood Zone DWG Full Project for AutoCAD

The project consists in the improvement and implementation of a school in flood-prone area is built on columns of reinforced mortar as shoes; columns and beams; polished floor in all environments; and antlers; Plasters and plastering as without finishing in columns and beams; latex paint on columns and beams; Wooden structures is the tujerales; superboard ceiling plate 4mm. machihembrada wooden doors;

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

var., brick wall, tongue and groove wood door, veneer, finishes, technical specifications, wood frame, slate, frame, trunking, ceiling lattice detail, splice details, wood veneer, both sides – typical, double switch , isometric view, switch, wall, pipe, embedded in, on ceiling, electrical outlet, floor, circular luminaire, with incorperados accessories, outdoor luminaire, plant: percolation pit and ditch, comes from, register box, initial a, gravel, material, own terrain, rubble, cut c – c, own material, filler, perforated, cut d – d, outlet box, garden, section yy, lid detail, septic tank, biological filter, section xx, cut and – and, cut dd, lid septic tank, cut in half, plant outlet box, mesh, tubular brick, proy. entry cap, septic tank plant, sand bed, filter bed, level of increasing, minimum, ventilation outlet, cut aa, entry box, bb cut, flooring, bed, sand, computer room, skyrocket fiber cement, ridge, vc, tg, urinal, proy. ceiling, teachers room, address, secretary, top, deposit, sh, passage, type, width, alfeiz., high, cant., material, wood, court c – c, elevated tank, plant architecture, flagpole, main elevation, expansion joint, diagram, lighting, kwh, electro east, connection, pt, reservation, lighting c. sports, protected cable with condulet pipe, legend, circuit recessed in ceiling or wall, circuit embedded in floor or wall, double bipolar outlet, pt, grounding, energy meter, double unipolar switch, sa, b, symbol, unipolar switch simple, description, center of light, detail of fastening of the drainage network, tee down, reduction, tee up, description, legend – drain, network of desgüe, trap ” p ”, health yee, up tee, tee, legend – water, gate valve horizontal arm, water point, cut a – a, see detail of asphalt seal, tarrajeo polished, plant. reg box blind, goes to septic tank, court cc, brick tympanum, metal structure roof with calamine, court b – b, fulbito, bow, basketball, volleyball, criminal, line, basketball, board, point, fixers, net, drinker, goes to general board, conductors :, are unipolar electrolytic copper wire with, are of polyvinyl chloride of European standard type, pipe :, boxes :, rectangular., switches:, single or double plugs:, color white, will be installed in wall., resistant, designed to be placed on floor, floor outlets:, step box, are quick disconnection no fuse, manual or automatic, theromagneti co: switch, are bipolar or tripolar., metal cabinet , tadores, provided with cover and security lock., – are screw type, grounding, type connector, grounding, chemical compound for, sifted and compacted land, roof structure, electrical installations, sanitary installations, electrical installations slab eportiva, network of desgüe below slab, proyec. of elevated tank, c-te, plant – columns and footings te, relative maximum displacements of, mezzanines and totals for the two, main directions of the structure, accumulated h, level, h entrepisos, direction x, direction y, zusc, where :, seismic structural system, parameters to define seismic strength :, structural system: porticos, design seismic force, column, beams, slabs, will not be allowed., abutments, columns, slabs and beams, beam or each side of the column or support., central third, not spliced, same section, r min., detail of ø in case of plant encounters, detail of bending of stirrups, specified, in plates, columns and beams, d of plates, beams, or columns , hook detail, footboard, level of water, typical stone, compacted filler with selected material, high tank structure – x – x cut, goes to the elevated tank, submersible pump, tube cap, pvc tube, mortar slab, pvc cap, impulsion, retention valve, gate valve, lock, exterior, interior, wall, vc irons, column irons, plastic mosquietro mesh, in both directions, foundation beam, column box, staircase foundation, column top, of columns, transversal reinforcement, rto. according to col., indicated, overlapping splices for columns, considering zone of, low reinforcements, which are less spliced, high reinforcements, but, spliced ​​in different parts, having to make, splices outside the confinement zone, summary of the foundation conditions, type of foundation :, admissible pressure :, foundational design parameters:, depth of foundation :, foundation stratum of foundation :, differential settlement :, aggressiveness of the ground to the foundation :, additional recommendations :, factor of

Raw text data extracted from CAD file:

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\A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.05 \A1;0.40 \A1;3.65 \A1;3.85 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.98 \A1;3.98 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.98 \A1;3.85 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.98 \A1;3.85 \A1;3.98 \A1;.60 2 h/3 h h/6 h/6 L L 0.25 0.40 0.25 0.25 0.40 \A1;1.95 \A1;3.65 \A1;3.50 \A1;1.95 \A1;3.98 \A1;3.83 \A1;3.48 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.50 3.10 .60 1.20 .40 0.25 0.25 0.15 0.20 0.25 0.30 0.15 0.25 0.40 \A1;2.80 \A1;2.80 \A1;12.18 0.15 \A1;3.65 \A1;3.85 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.98 \A1;3.98 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.98 \A1;3.85 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.83 \A1;3.98 \A1;3.85 \A1;3.98 \A1;.33 \A1;.35 .85 .85 .50 .50 .50 .50 .40 .40 3.10 .40 .40 \A1;4.02 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.10 \A1;4.50 \A1;3.50 \A1;1.25 \A1;.55 \A1;.20 \A1;.20 \A1;.60 \A1;.25 \A1;.30 \A1;3.00 \A1;.25 \A1;.20 \A1;.20 \A1;1.30 \A1;.05 \A1;.40 \A1;.50 \A1;4.20 \A1;.15 \A1;.25 \A1;.25 MARCO DE PIZARRA MADERA 1" x 3" PARED DE LADRILLO Puerta de madera machihembrada Chapa Puerta de madera machihembrada \A1;Bisagra 1.\S1#2;\H1.429x;" x \H0.7x;\S1#4;\H1.429x;" \A1;Bisagra 1.\S1#2;\H1.429x;" x \H0.7x;\S1#4;\H1.429x;" \A1;Bisagra 1.\S1#2;\H1.429x;" x \H0.7x;\S1#4;\H1.429x;" Tablero de madera e= .025 cm Tablero de madera e= .025 cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LPERSPECTIVA DE ARMARIO ESC.: 1/10 1.- LAQUEADO COLOR NATURAL DE LA MADERA CON LACA TIPO CRISTAL. ACABADOS 4.-TODA SUPERFICIE DE LA MADERA SERA LIJADO HASTA QUEDAR LISO AL TACTO. 3.-MADERA DE PRIMERA CALIDAD COMPLETAMENTE SECA CUYO PORCENTAJE DE HUMEDAD DEBE SER APROBADO POR EL SUPERVISOR O INSPECTOR. 2.-TODOS LOS EMPLAMES SERAN CON CAJA Y ESPIGAS PEGADOS CON COLA RESISTENTE AL AGUA. 1.- MADERA CANELA MOHENA O TORNILLO DEL GRUPO C. ESPECIFICACIONES TECNICAS .075 ESC.: 1/25 \LDET. DE PIZARRA \LDET. DE PORTATIZA S/E MARCO DE PIZARRA MADERA 1" x 3" Portatiza de madera 0.05 0.10 0.25 1" 3" S/E \LSECCION 1 - 1 1 1 1 1 1 1 1 1 MARCO DE PIZARRA MADERA 1" x 3" MARCO DE PIZARRA MADERA 1" x 3" 5 5 5 PIZARRA PORTATIZA Parante de mad. (.05*.03cm) Tablero de madera (0.43*0.40*.02cm) Rigidizante de madera (.04*.025 cm) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Parante de mad. (.05*.03cm) Rigidizante de madera (.04*.025 cm) Tablero de madera (0.43*0.40*.02cm) 5 5 5 5 5 5 5 5 5 5 5 5 Tablero de madera e= 2 cm D 5 5 5 5 5 5 Rigidizante de madera (.04*.025 cm) D 5 5 5 5 5 5 5 5 Parante de madera (.05*.03cm) ESC.: 1/10 \LSILLA (Prof.). CORTE D-D \LSILLA (Prof.). ELEV. LATERAL ESC.: 1/10 ESC.: 1/10 \LSILLA (Profesores). PLANTA ESC.: 1/10 \LESCRITORIO. CORTE E - E 5 5 5 5 5 5 5 5 5 Cajuela 5 Tablero de madera (1.20*0.60*.02cm) Parante de madera 2"*2" Rigidizante de madera (.48*.025 cm) 5 5 5 5 \LSILLA (Alumnos). CORTE D-D ESC.: 1/10 Parante de madera 2"*2" Rigidizante de madera (.48*.025 cm) Rigidizante de madera (.18*.025 cm) Tablero de madera (1.20*0.60*.02cm) 5 5 5 5 5 \LESCRITORIO. ELEV. LATERAL ESC.: 1/10 Parante de madera 2"*2" Parante de madera 2"*2" Rigidizante de madera (.48*.025 cm) Tablero de madera (1.20*0.60*.02cm) Cajuela Rigidizante de madera (.18*.025 cm) 5 5 5 5 5 ESC.: 1/10 ESC.: 1/10 \LESCRITORIO. ELEV. FRONTAL E E Parante de madera 2"*2" Rigidizante de madera (.48*.025 cm) 5 5 5 5 5 5 5 5 \LESCRITORIO. PLANTA 5 5 5 5 5 5 Rigidizante de madera (.18*.025 cm) \LCAMA TOPICO. PLANTA ESC.: 1/10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 madera (.05*.01cm) 5 Tablero de madera (0.40*0.38*.02cm) Rigidizante de madera (.05*.025 cm) Parante de mad. (.04*.03cm) ESC.: 1/10 \LSILLA (Alumnos). ELEV. LATERAL Parante de mad. (.04*.03cm) Rigidizante de madera (.05*.025 cm) Tablero de madera (0.40*0.38*.02cm) D D Parante de madera (.04*.03cm) Rigidizante de madera (.05*.025 cm) Tablero de madera e= 2 cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LSILLA (Alumnos). PLANTA ESC.: 1/10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Parante de madera 2"*2" Parante de madera 2"*2" Tablero de madera (2.00*1.00*.02cm) Rigidizante de madera (0.12*.025 cm) ESC.: 1/10 \LMESA (Sala de Prof.). CORTE C - C \LMESA (Material Didactico y Sala de Profesores). ELEV. FRONTAL ESC.: 1/10 5 5 5 5 Parante de madera 2"*2" Parante de madera 2"*2" Rigidizante de madera (0.12*.025 cm) Tablero de madera (2.00*1.00*.02cm) C C ESC.: 1/10 \LMESA (Material Didactico y Sala de Profesores). PLANTA Parante de madera 2"*2" Parante de madera 2"*2" Rigidizante de madera (0.12*.025 cm) Tablero de madera e= 2 cm .9075 5 5 5 5 5 5 5 5 5 5 5 5 .9075 B B Parante de madera 2"*2" Parante de madera 2"*2" Rigidizante de madera (0.075*.025 cm) Rigidizante de madera (0.18*.025 cm) Tablero de madera e= 2 cm \LMESA (Profesores). CORTE B - B ESC.: 1/10 ESC.: 1/10 \LMESA (Profesores). ELEV. FRONTAL Rigidizante de madera (0.075*.025 cm) Parante de madera 2"*2" Parante de madera 2"*2" 5 5 5 5 5 5 Tablero de madera e= 2 cm 5 5 5 5 5 Parante de madera 2"*2" Parante de madera 2"*2" Tablero de madera e= 2 cm Rigidizante de madera (0.18*.025 cm) 5 5 5 5 5 5 5 5 5 5 5 5 \LMESA (Profesores). PLANTA ESC.: 1/10 \LMESA (Alumnos). CORTE A - A ESC.: 1/10 ESC.: 1/10 \LMESA (Alumnos). ELEV. LATERAL \LMESA (Alumnos). ELEV. FRONTAL ESC.: 1/10 Rigidizante de madera (.07*.025 cm) Parante de madera 2"*2" Rigidizante de madera (.11*.025 cm) Tablero de madera (0.60*0.60*2 cm) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Rigidizante de madera (.07*.025 cm) Parante de madera 2"*2" Tablero de madera (0.60*0.60*2 cm) Rigidizante de madera (.11*.025 cm) 5 5 5 5 5 5 Tablero de madera (0.60*0.60*2 cm) Parante de madera 2"*2" Rigidizante de madera (.07*.025 cm) Rigidizante de madera (.11*.025 cm) A Rigidizante de madera (.11*.025 cm) Parante de madera 2"*2" Tablero de madera e= 2 cm 5 5 5 5 5 5 ESC.: 1/10 5 5 5 5 5 5 \LMESA (Alumnos). PLANTA A DETALLE DE ENTRAMADO DE CIELORASO ESC.: 1/25 1.20 0.60 0.60 0.60 LISTON 2" x 2" @ 0.60 LISTON 2" x 2" @ 0.60 PLANCHA PANEL FIBROCEMENTO (0.60 * 1.20) CLAVOS DE 3" CLAVOS DE 3" 5 5 0.761 DETALLE 6 0.40 5 5 5 CLAVOS DE 3" 5 5 5 CLAVOS DE 3" 5 CLAVOS DE 3" CLAVOS DE 3" 0.20 5 DETALLE 2 CLAVOS DE 3" DETALLE 5 5 DETALLE 1 0.30 0.30 DETALLE 4 5 DETALLES DE EMPALMES DETALLE 7 DETALLE 3 CLAVOS DE 3" 5 5 5 0.60 DETALLE 8 ENCHAPE DE MADERA 1" ADOSADO A AMBOS LADOS ENCHAPE DE MADERA COPAIBA 1"x10" ADOSADO AMBOS LADOS - TIPICO S/E. S/E. S/E. INTERRUPTOR DOBLE VISTA ISOMETRICA INTERRUPTOR PARED TUBERIA EMPOTRADA EN h= 1.50 m.s.n.p.t. SOBRE CIELO RASO TUBERIA TOMACORRIENTE VISTA ISOMETRICA PISO EMPOTRADA EN PARED EMPOTRADA EN TUBERIA h= 0.40 m. TOMACORRIENTE TUBERIA INTERRUPTOR VISTA ISOMETRICA SOBRE CIELO RASO TUBERIA EMPOTRADA EN TUBERIA PARED h= 1.50 m.s.n.p.t. INTERRUPTOR S/E. LUMINARIA CIRCULAR CON ACCESORIOS INCORPERADOS 1 5 4 3 (PARA ADOSAR) LUMINARIA DE EXTERIORES 1.- 1 ARRANCADOR DE 40 W c/u 3.- 1 LAMPARA FLUORESCENTE DE 1x40 W c/u 4.- 1 JUEGO DE TERMINAL 2.- 1 REACTORES DE 40 W - 220 V - 60 Hz 2 PLANTA: POZO DE PERCOLACIÓN Y ZANJA ESC. 1/50 VIENE DE CAJA DE REGISTRO INICIAL A CASCAJO MATERIAL DE TERRENO PROPIO TERRENO PROPIO CASCOTE CORTE C - C ESC. 1/25 MATERIAL PROPIO ESC. 1/25 RELLENO PERFORADO TUBO PVC ø4" MATERIAL PROPIO TERRENO PROPIO NTN. ± 0.00 CASCOTE PERFORADO TUBO PVC ø4" TERRENO PROPIO MATERIAL PROPIO Ø 4" PVC CORTE D - D CAJA DE SALIDA JARDIN N.T. ± 0.00 TUBO Ø 4" PVC-SAP MATERIAL PROPIO S=5% N.T. ± 0.00 TUBO Ø 4" PVC-SAP S=5% SECCION Y-Y DETALLE DE TAPA TANQUE SÉPTICO ESC. 1/25 Y JARDIN MATERIAL PROPIO ESC. 1/25 Ø 3/8"@.20 ESC. 1/25 FILTRO BIOLOGICO DETALLE DE TAPA ESC. 1/25 X Y X SECCION X-X Ø 3/8"@.20 B \A1;60.00° SECCION Y-Y TUBO PVC ø4" CORTADA A LA MITAD DETALLE DE TUBERÍA 101 DISTANCIA C/30.00 cm. INTERCALADO S/E. ORIFICIOS DE 1.00 cm. DE Y Y ESC.: 1/20 Ø 3/8"@.15 Ø 4" PVC a/s ORIFICIOS DE 1.00 cm. DE CORTE Y - Y DISTANCIA C/30.00 cm. INTERCALADO 2 1 S/E. 3 CORTE D-D DETALLE DE TAPA TAPA TANQUE SEPTICO CORTADA A LA MITAD TUBO PVC ø4" ESC. 1/20 PLANTA CAJA DE SALIDA D D Y MALLA Ø 4" PVC Ø 3/8"@.15 N.T. ± 0.00 Ø 3/8"@.20 a/s Ø 4" PVC Ø 4" PVC Ø 3/8"@.20 TUBERÍA SUPERIOR Ø 4" PVC Y TUBO PVC Ø4" VA A ZANJA DE PERCOLACION ESC. 1/25 d 4" LADRILLO TUBULAR A d 4" B d 4" d 4" d 4" PROY. DE TAPA DE INGRESO PLANTA DE TANQUE SEPTICO d 4" d 4" PROY. DE TAPA DE INGRESO d 4" d 4" C.R.=(0.60x0.60) CAJA DE INGRESO N°03 A d 3/8" @ .15 d 4" TUBO d 4" COTA +1.07 SOLADO 1:8 CAMA DE ARENA LADRILLO TUBULAR PIEDRA DE 2" A 3" LECHO FILTRANTE DE TEE 4"x4" NIVEL DE CRECIENTE d 3/8" @ .15 MÍNIMA d 3/8" @ .15 S=2% SALIDA DE VENTILACION N.P.T. ± 0.00 Ø 4" PVC-SAL d 3/8" @ .15 TEE 4"x4" d 3/8" @ .15 CORTE A-A d 4" d 3/8" @ .15 ESC. 1/25 CAJA DE INGRESO PIEDRA DE 2" A 3" MORTERO 1 : 10 d 3/8" @ .15 LECHO FILTRANTE DE MORTERO 1 : 10 MORTERO 1 : 10 d 4" d 4" CORTE B-B CAMA DE ARENA SOLADO d 3/8" @ .15 ESC. 1/25 ESC.: 1/25 CAJA DE INGRESO 0.90 .15 0.60 .15 .66 .15 .15 .15 3.00 .15 1.25 .15 .49 .90 .15 1.30 .10 .37 .10 .05 1.92 .15 .60 .15 .90 .15 3.00 1.25 3.00 .15 .55 .15 .60 .15 .90 5 .51 .51 .51 .15 1.83 .15 .60 .15 .465 .465 .10 .15 1.52 .15 .22 .15 .05 .15 1.53 .15 1.83 .545 .37 .37 .545 1.07 .51 .20 .60 .15 .60 .15 .15 1.00 .15 .15 .60 .15 .15 .60 .15 .05 .80 .05 .90 .90 .20 .10 .05 .20 .05 .05 .05 0.80 .05 ESC. 1/20 .90 .20 .05 .05 .10 .05 .15 .05 .80 .05 .90 .20 .05 .05 .10 .05 .15 .05 .80 .05 .90 .90 .05 .80 .05 .10 .60 .10 .10 .60 .10 .05 .80 .05 .90 .90 .05 .80 .05 .10 .60 .10 .10 .60 .10 .05 .80 .05 .15 5 3.15 5.00 4.70 5.00 5 5 5 5 5 1.00 10.00 .15 .60 .15 .15 .90 .15 .80 .30 .70 .30 .80 .30 .80 1.00 .80 1.00 .80 .15 5 5 .10 .10 .10 5 CAMA DE ARENA CAMA DE ARENA Ø4" Ø4" Ø4" Ø4" Ø4" Ø4" Ø4" Ø4" PERFORADO TUBO PVC ø4" 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 NPT + 4.35 A A B B C C A U L A - 6 SS.HH (HOMBRES) SS.HH (MUJERES) SALA DE COMPUTO CIELORASO FIBRA CEMENTO CUMBRERA TECHO DE CALAMINA CORRUGADA 0.26mm CORREAS 2" x 3" @ 0.80 V.C. V.C. 2" x 6" 2" x 4" 2" x 6" 2" x 4" 5 5 5 PIZARRA PORTATIZA T-3 T-2 T-6 T-9 T-1 T-1 T-1 T-1 T-1 T-7 VER DET. TIMPANO-1 VER DET. TIMPANO-2 VER DET. TIMPANO-2 VER DET. TIMPANO-2 T-1 T-1 T-1 T-1 T-5 T-1 T-1 T-1 T-1 T-1 T-10 T-8 T-4 T T T T T T T T T T T T T T T T T T T T T T T T T T T T C-6 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T C-1 STD-1 T-G C-2 URINARIO SS.HH. (Hombres) SS.HH. (Mujeres) SALA DE COMPUTO N.P.T. + 4.50 m. Piso de cemento pulido PIZARRA Proy. de Techo Bruña e=1/2" Bruña e=1/2" A U L A - 1 N.P.T. + 4.50 m. Piso de cemento pulido A U L A - 2 N.P.T. + 4.50 m. Piso de cemento pulido A U L A - 3 N.P.T. + 4.50 m. Piso de cemento pulido SALA DE PROFESORES DIRECCION SECRETARIA TOPICO DEPOSITO PIZARRA PIZARRA A U L A - 6 N.P.T. + 4.50 m. Piso de cemento pulido A U L A - 5 N.P.T. + 4.50 m. Piso de cemento pulido A U L A - 4 N.P.T. + 4.50 m. Piso de cemento pulido S.H. S.H. PIZARRA PIZARRA PIZARRA PIZARRA Proy. de Techo Proy. de Techo Proy. de Techo Proy. de Techo Proy. de Techo Proy. de Techo Proy. de Techo Proy. de Techo Proy. de Techo Bruña e=1/2" Bruña e=1/2" Bruña e=1/2" Bruña e=1/2" Bruña e=1/2" Bruña e=1/2" PASADIZO S.H. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TIPO ANCHO ALFEIZ. ALTO CANT. MATERIAL P - 1 P - 2 P - 3 P - 4 V - 1 V - 1' V - 1'' V - 2 V - 3 V - 4 V - 5 V - 6 VA - 1 VA- 2 3.63 1.57 1.70 14 3.70 1.57 1.70 04 3.56 1.57 1.70 04 3.63/2.28 1.57/.90 1.70 07 01 1.70 1.57 3.38 3.28 1.57 1.70 01 2.00 1.57 1.70 01 2.00 1.20 0.90 03 3.60 0.60 2.65 04 0.60 1.70 2.65 02 2.50 2.10 0.00 04 MADERA MADERA 07 0.00 2.10 1.10 0.90 2.10 0.00 05 MADERA MADERA 01 0.00 2.10 1.00 \LCUADRO DE VANOS VA- 3 1.20 01 P - 6 0.60 1.60 0.00 06 MADERA MADERA MADERA MADERA MADERA MADERA MADERA MADERA MADERA MADERA MADERA V - 7 1.83 1.20 0.90 01 MADERA 0.60 2.65 MADERA V - 1A 3.56 0.60 2.65 02 MADERA V - 1B 3.70 0.60 2.65 01 MADERA CORTE C - C ESC.: 1/100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TANQUE ELEVADO 5 5 5 5 5 5 5 5 5 5 5 5 ESC.: 1/100 PLANTA ARQUITECTURA ASTA DE BANDERA NTN. ± 0.00 NTN. + 9.00 NTN. + 4.50 NTN. + 14.11 NTN. ± 0.00 NTN. + 4.50 NTN. + 7.75 NTN. + 9.50 ESC.: 1/100 ELEVACION PRINCIPAL 1 A B B' C D E F G H I J A' H 5 5 5 5 5 5 5 5 5 5 5 5 5 2 3 4 5 6 7 8 9 10 1 2 3 4 5' 5'' 10 8' 9' 5 5 5 5 5 5 5 5 8'' 5 5 5 5 5 5 5 5 5 5 5 5 5 JUNTA DE DILATACION JUNTA DE DILATACION JUNTA DE DILATACION JUNTA DE DILATACION C-2 C-1 C-5 C-4 C-7 C-3 2x15A D I A G R A M A U N I F I L A R 2x15A 2x20A 2x30A C-5 C-2 C-1 ALUMBRADO STD-1 TOMACORRIENTE 1x10 mm2 CU DESNUDO 2x2.5 mm2 TW-PVC d 15 mm. 2x4mm2 TW+1x4mm2-TW-PVC SEL d 20mm. 2x6 mm2 TW+1x4 mm2 TW 2x10 mm2-THW KWH Ø3/4" PVC-SAP 2 x 50A ELECTRO ORIENTE ACOMETIDA PVC d 20 mm. 2x15A C-4 C-3 ALUMBRADO TOMACORRIENTE 2x2.5 mm2 TW-PVC d 15 mm. 2x4mm2 TW+1x4mm2-TW-PVC SEL d 20mm. P.T. 2x15A 2x15A 2x20A 2x30A C-5 C-2 C-1 ALUMBRADO 2x2.5 mm2 TW-PVC d 15 mm. 2x6 mm2 TW+1x4 mm2 TW PVC d 20 mm. 2x15A 2x15A C-4 C-3 ALUMBRADO TOMACORRIENTE 2x2.5 mm2 TW-PVC d 15 mm. 2x4mm2 TW+1x4mm2-TW-PVC SEL d 20mm. STD-2 2x20A C-6 2x20A C-7 ALUMBRADO 2x2.5 mm2 TW-PVC d 15 mm. TOMACORRIENTE 2x4mm2 TW+1x4mm2-TW-PVC SEL d 20mm. RESERVA 2x20A C-8 ALUMBRADO C. DEPORTIVO CABLE PROTEGIDO CON TUBERIA CONDULET CABLE DE COBRE TIPO NYY/1kV 2-1x10 mm2 3x40A TOMACORRIENTE 2x4mm2 TW+1x4mm2-TW-PVC SEL d 20mm. 2x20A C-6 RESERVA TOMACORRIENTE 2x4mm2 TW+1x4mm2-TW-PVC SEL d 20mm. L E Y E N D A CIRCUITO EMPOTRADO EN TECHO O PARED CIRCUITO EMPOTRADO EN PISO O PARED TOMACORRIENTE BIPOLAR DOBLE P.T KWH PUESTA A TIERRA MEDIDOR DE ENERGIA INTERRUPTOR UNIPOLAR DOBLE Sa,b SIMBOLO S INTERRUPTOR UNIPOLAR SIMPLE D E S C R I P C I O N T.G. EQUIPO CON I.T. 1" Ø 220 V. - 60 HZ H=1.80 m. CENTRO DE LUZ STD-2 S = 1 % T U B. Ø 4" \A1;2 Ø \S1#2;" 5 \A1;PLATINA 1"*\S3#16;" \A1;PLATINA 1"*\S3#16;" 5 5 5 1 1 DETALLE DE SUJECION DE LA RED DE DESAGUE TEE EN BAJADA REDUCCION TEE EN SUBIDA DESCRIPCION SIMBOLO LEYENDA - DESAGÜE CODO DE 45° RED DE DESGÜE TRAMPA ''P'' CAJA DE REGISTRO (CR) CODO DE 90° YEE SANITARIA SUMIDERO (S) REGISTRO ROSCADO DE BRONCE (RR) BAJA CODO DE 90° SUBE TEE SIMBOLO TEE CODO DE 90 TUBERIA PARA AGUA FRIA DE PVC SAP CLASE 10 DESCRIPCION LEYENDA - AGUA VALVULA COMPUERTA BRAZO HORIZONTAL PUNTO DE AGUA TUBERIA PVC-SAL Ø 4" 22º30' 22º30' 5 CORTE A - A Esc. 1/10 VER DETALLE DE SELLO ASFALTICO TARRAJEO PULIDO 5 5 <> (PROMEDIO) 5 5 5 5 5 5 5 5 5 0.40, 0.60 5 5 0.60, 0.80 RR=6" Esc. 1/10 PLANTA. CAJA DE REG. CIEGO A A 5 5 0.40, 0.60 5 5 5 5 0.40, 0.60 0.60, 0.80 Ø4" RR=Ø4" S=Ø4" S=Ø4" Ø4" Ø2" Ø4" Ø4" Ø2" Ø2" TUBO PVC-SAL Ø4" TUBO PVC-SAL Ø4" Ø4" RR=Ø4" Ø4" Ø2" s.t.v. Ø2" Ø4" Ø4" Ø4" RR=Ø4" S=Ø2" Ø2" Ø4" C.R. 0.60 X 0.60 C.R. 0.60 X 0.60 C.R. 0.60 X 0.60 RR=Ø4" S=Ø2" Ø2" Ø4" s.t.v. Ø4" Ø4" S=Ø2" Ø2" C.R. 0.60 X 0.60 C.R. 0.60 X 0.60 C.R. 0.60 X 0.60 C.R. 0.60 X 0.60 S=Ø4" C.R. 0.60 X 0.60 C.R. 0.60 X 0.60 C.R. 0.60 X 0.60 S=Ø4" TUBO PVC SAL Ø4" VA A POZO SEPTICO TUBO PVC SAL Ø4" TUBO PVC SAL Ø4" TUBO PVC SAL Ø4" TUBO PVC SAL Ø4" TUBO PVC SAL Ø4" Ø3/4" Ø3/4" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" VC Ø 1/2" VC Ø 1/2" VC Ø 1/2" Ø1/2" Ø1/2" TUBO PVC SAP Ø3/4" TUBO PVC SAP Ø3/4" TUBO PVC SAL Ø4" TUBO PVC SAL Ø4" TUBO PVC SAP Ø3/4" VC Ø 1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø3/4" Ø3/4" Ø3/4" 5 5 TIJERAL T-4 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 5 5 5 TIJERAL T-3 ESC.: 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TIJERAL T-1 ESC.: 1/50 TIJERAL T-2 ESC.: 1/50 TIJERAL T-10 ESC.: 1/50 TIJERAL T-8 TIJERAL T-9 ESC.: 1/50 TIJERAL T-6 ESC.: 1/50 TIJERAL T-5 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC.: 1/50 2" x 6" 2" x 6" 2" x 6" 2" x 6" 2" x 6" 2" x 6" 2" x 6" 2" x 6" 2" x 6" 2" x 4" 2" x 4" 5 5 5 5 5 5 5 5 \A1;2 Ø \S3#8;\H1.429x;" \A1;2 Ø \S3#8;\H1.429x;" \A1;2 Ø \S3#8;\H1.429x;" \A1;2 Ø \S3#8;\H1.429x;" \A1;Ø \S1#4;\H1.429x;": 1@.05, 2@.10, 1@.15, rsto.@.25 a/s \A1;Ø \S1#4;\H1.429x;": 1@.05, 2@.10, 1@.15, rsto.@.25 a/s ESC.: 1/25 CORTE A-A ESC.: 1/25 CORTE B-B ESC.: 1/25 \A1;Ø \S1#4;\H1.429x;": 1@.05, 2@.10, 1@.15, rsto.@.25 a/s CORTE C-C 5 5 \A1;2 Ø \S3#8;\H1.429x;" \A1;2 Ø \S3#8;\H1.429x;" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TIMPANO 1 ESC.: 1/50 TIMPANO 2 ESC.: 1/50 TIMPANO DE LADRILLO TIMPANO DE LADRILLO TIMPANO DE LADRILLO TIMPANO DE LADRILLO B B B B C C C C A A A A ASTA DE BANDERA A U L A - 1 CIELORASO FIBRA CEMENTO CUMBRERA TECHO DE CALAMINA CORRUGADA 0.26mm CORREAS 2" x 3" @ 0.80 V.C. V.C. 2" x 6" 2" x 4" 2" x 6" 2" x 4" CIELORASO FIBRA CEMENTO CUMBRERA TECHO DE CALAMINA CORRUGADA 0.26mm CORREAS 2" x 3" @ 0.80 2" x 6" 2" x 4" 2" x 6" 2" x 4" SALA DE COMPUTO 5 5 TECHO DE ESTRUCTURA METALICA CON CALAMINA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE A - A ESC.: 1/100 CIELORASO FIBRA CEMENTO CUMBRERA TECHO DE CALAMINA CORRUGADA 0.26mm CORREAS 2" x 3" @ 0.80 V.C. V.C. 2" x 6" 2" x 4" 2" x 6" 2" x 4" A U L A - 4 DIRECCION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE B - B ESC.: 1/100 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 5 5 5 5 5 5 24 25 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 5 5 5 5 24 25 5 5 5 5 FULBITO ARCO FULBITO BASQUET VOLEY PENAL BASQUET FULBITO LINEA DE BASQUETBOLL TABLERO DE BASQUETBOLL VOLEY PUNTO DE FIJADORES DE NET ARCO FULBITO 5 5 5 5 TANQUE ELEVADO BEBEDERO URINARIO BEBEDERO SS.HH. (Hombres) SS.HH. (Mujeres) SALA DE COMPUTO A U L A - 1 A U L A - 2 A U L A - 3 SALA DE PROFESORES DIRECCION SECRETARIA TOPICO DEPOSITO PIZARRA A U L A - 6 A U L A - 5 A U L A - 4 S.H. S.H. PIZARRA PASADIZO S.H. 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 NPT + 4.35 TANQUE ELEVADO ASTA DE BANDERA JUNTA DE DILATACION JUNTA DE DILATACION JUNTA DE DILATACION JUNTA DE DILATACION ASTA DE BANDERA 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 FULBITO ARCO FULBITO BASQUET VOLEY PENAL BASQUET FULBITO LINEA DE BASQUETBOLL TABLERO DE BASQUETBOLL VOLEY PUNTO DE FIJADORES DE NET ARCO FULBITO SS.HH. (Hombres) SS.HH. (Mujeres) SALA DE COMPUTO A U L A - 1 A U L A - 2 A U L A - 3 SALA DE PROFESORES DIRECCION SECRETARIA TOPICO DEPOSITO PIZARRA A U L A - 6 A U L A - 5 A U L A - 4 S.H. S.H. PIZARRA PASADIZO S.H. 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 NPT + 4.35 TANQUE ELEVADO ASTA DE BANDERA JUNTA DE DILATACION JUNTA DE DILATACION JUNTA DE DILATACION JUNTA DE DILATACION ASTA DE BANDERA 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 FULBITO ARCO FULBITO BASQUET VOLEY PENAL BASQUET FULBITO LINEA DE BASQUETBOLL TABLERO DE BASQUETBOLL VOLEY PUNTO DE FIJADORES DE NET ARCO FULBITO 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Va a tablero general C-1 CONDUCTORES: SON DE ALAMBRE UNIPOLAR DE COBRE ELECTROLITICO CON AISLAMIENTO TIPO TW PARA 600 V. CALIBRE MINIMO UTILIZADO ES DE 2.5 MM2. ES DE 2.5 MM2. LIVIANO (PVC -SAP). EL DIAMETRO MINIMO DE 20 MM. SON DE CLORURO DE POLIVINILO DE TIPO STANDARD EUROPEO TUBERIA: CAJAS: SON GALVANIZADAS DE ESPESOR 1.59 mm. TIPO OCTOGONAL Y RECTANGULAR. INTERRUPTORES: SON DE TIPO BALANCIN DE 10 A./230 V. CON TAPA DE BAKELITA SON DE USO GENERAL DE 20 A./230 V. CON TAPA DE BAKELITA TOMACORRIENTES SIMPLES O DOBLES: COLOR BLANCO, SERAN INSTALADOS EN PARED. RESISTENTE, DISEÑADOS PARA SER COLOCADOS EN PISO SON DE USO GENERAL DE 20 A./230 V. CON TAPA DE BAKELITA TOMACORRIENTES EN PISO: CAJA DE PASO SON CUADRADAS, GALVANIZADAS DE 0.1x0.1x0.1 CON TAPA ESPECIFICACIONES TECNICAS SON DE DESCONEXION RAPIDA NO FUSE, MANUAL O AUTOMATICO INTERRUPTOR TERMOMAGNETI CO: SON BIPOLARES O TRIPOLARES. EN LOS COSTADOS DE 1/2", 3/4",1" DE ACUERDO A LOS ALIMEN- GABINETE METALICO SON DE FIERRO GALVANIZADO DE 1/16" DE ESPESOR, CON HUECOS TADORES, PROVISTO DE TAPA Y CIERRE DE SEGURIDAD. SE RECOMIENDA "DADO TIPO MAGIC PESADO" - SON DE TIPO TORNILLO - 10 KA DE PODER DE RUPTURA PUESTA TIERRA 0.60 CONECTOR DE Br TIPO TUBO PVC-SAP 20 mm PUESTO TIERRA COMPUESTO QUIMICO PARA 0.15 0.20 0.15 2.40 COND. Cu. DESNUDO 10 (T/B) TIERRA CERNIDA Y COMPACTADA CONECTOR Br. TIPO AB - 5/8" Ø 0.60 AB 5/8" Ø TAPA DE CONCRETO 0.30x0.30m 0.45 COND. Cu. DESNUDO 10mm2 (T/B) ESCALA 1/25 ESTRUCTURA DE TECHO ESC.: 1/100 INSTALACIONES ELECTRICAS ESC.: 1/100 INSTALACIONES SANITARIAS ESC.: 1/100 INSTALACIONES ELECTRICAS LOSA DEPORTIVA ESC.: 1/75 S=Ø4" S=Ø4" S=Ø4" RED DE DESGÜE POR DEBAJO DE LOSA CORREAS 2" x 3" @ 0.80 CORREAS 2" x 3" @ 0.80 CORREAS 2" x 3" @ 0.80 CORREAS 2" x 3" @ 0.80 5 P-2 P-4 P-4 V-1'' V-1'' V-2 V-1A VA-1 VA-1 VA-1 V-1 P-2 P-2 P-2 P-2 P-2 P-2 P-4 P-4 P-4 P-3 P-4 P-5 P-5 V-1 V-1 V-1 V-1 V-1 V-2 V-2 V-2 V-2 V-2 V-2 V-1' V-1 V-1 V-1 V-1 V-1 V-1 V-1' V-1 V-1 V-1 V-1' V-6 V-6 V-6 V-3 V-4 V-5 V-7 VA-2 VA-2 VA-3 P-5 VA-4 P-1 V-1A V-1B VA-1 P-1 P-1 P-1 P-1 5 5 5 5 5 5 4 Ø 3/8" Ø 1/4": @.20, TUBO NEGRO LIVIANO Ø 4 " CORTE C - C ESC.: 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 PROYEC. DE TANQUE ELEVADO \A1;Ø \S1#2;" @ .15 a/s C-TE C-TE C-TE C-TE PLANTA - COLUMNAS Y ZAPATAS T.E. ESC.: 1/25 C-TE X X 5 5 2 Ø 1/2" Ø 1/4": 1@.05, 2@.10, 1@.15, rst.@.25 a/s ESC.: 1/25 CORTE 1 - 1 2 Ø 1/2" 4 Ø 3/8" 4 Ø 3/8" 5 5 CORTE 2 - 2 ESC.: 1/25 Ø 1/4": 1@.05, 2@.10, 1@.15, rst.@.25 a/s Ø 1/4": 1@.05,rst.@.20 a/s ESC.: 1/25 CORTE 4 - 4 5 5 4 Ø 3/8" 5 5 4 Ø 3/8" Ø 1/4": 1@.05, 2@.10, 1@.15, rst.@.25 a/s CORTE 3 - 3 ESC.: 1/25 DESPLAZAMIENTOS MAXIMOS RELATIVOS DE ENTREPISOS Y TOTALES PARA LAS DOS DIRECCIONES PRINCIPALES DE LA ESTRUCTURA h acumulado Nivel 1 2 3 2.80 3.00 2.00 (m) h entrepisos (cm) Ux DIRECCION X 7.80 5.00 2.00 (m) (cm) DIRECCION Y g R ZUSC Sa = U= FACTOR DE USO =1.5 (INSTITUCION EDUCATIVA) Rx= 8.00 (Por ser una estructura irregular Rx = 6.00) DONDE : Z= FACTOR DE ZONA =0.15 (BELEN - MAYNAS - LORETO- Z0NA 1) Sa= ACELERACION ESPECTRAL S= FACTOR DE SUELO =1.4 SUELO FLEXIBLE C= FACTOR DE AMPLIFICACION SISMICA < 2.5 EN AMBAS DIRECCIONES SISTEMA ESTRUCTURAL SISMORRESISTENTE DIRECCION X-X (PORTICOS). DIRECCION Y-Y (PORTICOS). PARAMETROS PARA DEFINIR FUERZA SISMICA: C= 2.5 (Ts/T) g= 9.81 m/seg2 (Aceleracion de la gravedad) Ts=0.90 seg. (Periodo Fundamental del suelo) T1=0.38 seg. (Periodo Fundamental de la estructura) Ry= 8.00 (Por ser una estructura irregular Ry = 6.00) Sistema Estructural : Porticos 0.75R Ux (cm) /h (cm) Uy (cm) 0.75R Uy (cm) /h 0.61 0.43 0.11 0.70 0.46 0.12 3.66 2.58 0.66 4.20 2.76 0.72 1.08 1.92 0.66 0.0039 0.0064 0.0033 1.44 2.04 0.72 0.0051 0.0068 0.0036 FUERZA SÍSMICA DE DISEÑO Peso de la Estructura = 421.94 t Cortante Estático = 55.38 t 90% Cortante Estático = 49.84 t Cortante Dinámico X-X = 41.85 t Cortante Dinámico Y-Y = 41.87 t Factor de corrección X = 1.1909 Factor de corrección y = 1.1904 1/2" 50 40 30 30 40 3/8" 6 mm. (cm.) COLUMNA (cm.) VIGAS LOSAS Ø No se permitirán. L ESTRIBOS COLUMNAS LOSAS Y VIGAS L empalmes del refuerzo superior (negativo) en una longitud de 1/4" de luz de la losa a viga o cada lado de la columna o apoyo. mas del 50% de la armadura en una tercio central, no se empalmaran Los empalmes "L" se ubicarán en el misma sección L R min. L Ø 1.5 cm 20 cm 10 cm 15 cm 3/8" 6 mm L 5 5 e e = Espesor variable 5 Esc. 1/20 Detalle de Ø en caso de encuentros en planta e e DETALLE DE DOBLADO DE ESTRIBOS ESPECIFICADO 45° a 8 cm 13 cm EN PLACAS, COLUMNAS Y VIGAS 3/8" 3 cm d DE PLACAS, VIGAS O COLUMNAS ESPECIFICADO a r 45° d r 1/4" 2 cm ATORTOLAR AL d VERTICAL EL 3/8"d CON C 6 cm 6 cm DETALLE DE GANCHO (PLANTA) ESTRIBO ALAMBRE #16 (ESPACIAMIENTO IGUAL AL ESTRIBO HORIZONTAL) 4 cm 4 cm 4 Ø 3/8" 2 Ø 1/2" CORTE A - A ESC.: 1/25 Ø 1/4": 1@.05, 2@.10, 1@.15, rst.@.25 a/s 2 Ø 1/2" 5 5 5 5 6 Ø 1/2" Ø 1/4": 1@.05, 2@.10, 1@.15, rst.@.25 a/s ESC.: 1/25 CORTE B - B Ø 3/8" @.164 Ø 3/8" @.164 S=2%o S=2%o Ø 3/8" @.164 Ø 3/8" @.164 Ø 3/8" @.164 Ø 3/8" @.164 Niv. de Agua Ø 3/8" @.164 TAPA (0.80*0.80) ESACLERA DE GATO TIPICO 3Ø1/2" 3Ø1/2" B B A A A A 4 Ø 3/8" 4 Ø 1/2" Ø 3/8" @.164 TºGº Ø1" TºGº Ø 3/4" 3Ø1/2" 3Ø1/2" B B A A A A 4 Ø 3/8" 4 Ø 1/2" Ø 3/8" @.164 TºGº Ø1" TºGº Ø 3/4" 5 Ø 1/2" @ .15 Solado e=2" Solado e=2" Ø 1/2" @ .15 RELLENO COMPACTADO CON MATERIAL PROPIO SELECCIONADO A A A A 4 Ø 1/2" 4 Ø 3/8" NTN. +- 0.00 ESTRUCTURA DE TANQUE ELEVADO - CORTE X - X ESC.: 1/25 Viga Cimentación 0.25x0.25 Viga Cimentación 0.25x0.25 5 5 5 5 5 5 B 3Ø1/2" 3Ø1/2" B A A A A 4 Ø 3/8" 4 Ø 1/2" Ø 3/8" @.164 TºGº Ø1" TºGº Ø 3/4" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .25 5 5 5 5 5 5 5 5 5 VA AL TANQUE ELEVADO 40 10.00 DETALLE DE P0ZO PERFORADO ESC.: 1/25 GRAVILLA N°21 Bomba sumergible TUBO DE PVC - SAP Ø = 1" 3/4 HP TUBO DE PVC - SAP Ø = 4" TAPA DE TUBO 0.20 0.50 0.20 1.00 PVC Ø4" (CHECK) -SAP Ø1" . TUBO DE PVC SIMPLE DE 0.40x0.40 LOSA DE MORTERO TAPA DE PVC -SAL Ø4" . 0.10 IMPULSION 5 RANURAS DE 0.02mm. VALVULA DE RETENCION BRONCE d2" VALVULA DE COMPUERTA 5 5 BASTIDOR 2" x 6" \A1;MACHIHEMBRADO 6" x \S3#4;\H1.429x;" BASTIDOR 2" x 5" 0.70 5 BASTIDOR 2" x 5" MARCO 2" x 4" P-2 P-4 5 5 5 2 2 5 5 3 3 7 7 ESC.: 1/25 ESC.: 1/25 V-1, V-2, V-3, V-4, V-5 ( 12 Unid.) ESC.: 1/25 ESC.: 1/25 V-6, V-7, V-8, V-9 ( 22 Unid.) 5 5 5 5 VARIABLE (DE 2.00 A 3.35) B B VARIABLE (DE 1.6375 A 3.40) NPT. + 2.28 NPT. + 2.28 BISAGRA ALUMINIZADA =3 1/2" BISAGRA ALUMINIZADA =3" PLATINA 3/4" x 3/16" \A1;MACHIMBRADO 6"*\S3#4;\H1.429x;" ESC.: 1/5 \LCORTE :1 CERRADURA 2" x 6" 2" x 5" 2" x 4" \A1;MACHIMBRADO 6"*\S3#4;\H1.429x;" \LCORTE :1 \LCORTE :1 EXTERIOR INTERIOR INTERIOR EXTERIOR \LCORTE :2 \LCORTE :2 \A1;MACHIMBRADO 6"*\S3#4;\H1.429x;" 2" x 4" 2" x 5" 2" x 6" \LCORTE :2 ESC.: 1/5 \A1;MACHIMBRADO 6"*\S3#4;\H1.429x;" MURO MURO EXTERIOR \LCORTE :3 \LCORTE :3 \A1;MACHIMBRADO 6"*\S3#4;\H1.429x;" 2" x 5" 2" x 5" 2" x 5" \LCORTE :3 ESC.: 1/5 \A1;MACHIMBRADO 6"*\S3#4;\H1.429x;" 2" x 5" 2" x 5" MURO 5 5 2" x 5" MURO 2" x 4" 2" x 4" MURO 2" x 5" 2" x 5" MURO 2" x 4" 2" x 4" MURO 2" x 5" CERRADURA \A1;MACHIMBRADO 6"*\S3#4;\H1.429x;" BISAGRA ALUMINIZADA DE 3" BISAGRA ALUMINIZADA DE 3" \A1;\S3#4;" EXTERIOR INTERIOR 6" ESC.: 1/5 \LCORTE :5 \LCORTE :6 ESC.: 1/5 \A1;\S3#4;" INTERIOR \A1;MACHIMBRADO 6"*\S3#4;\H1.429x;" EXTERIOR 6" ESC.: 1/5 \LCORTE :6 \LCORTE :5 ESC.: 1/5 MURO 3" 3" \A1;PLATINA DE \S3#4;" x \S3#8;" FIERROS DE V.C. \A1;PLATINA DE \S3#4;" x \S3#16;" 3" 3" INTERIOR ESC.: 1/5 ESC.: 1/5 \LCORTE :4 \A1;PLATINA DE \S3#4;" x \S3#16;" ESC.: 1/5 \LCORTE :7 \A1;PLATINA DE \S3#4;" x \S3#16;" 3" Var. 6" FIERROS DE COLUMNA 6" Var. 3" \A1;PLATINA DE \S3#4;" x \S3#8;" \A1;PLATINA DE \S3#4;" x \S3#16;" \LCORTE :7 ESC.: 1/5 INTERIOR EXTERIOR MALLA MOSQUIETRO PLASTICA FIERRO LISO Ø \S1/4;\H1.429x;" A A A FIERRO LISO Ø \S1/4;\H1.429x;" MALLA MOSQUIETRO PLASTICA C C C 5 5 5 MARCO 2" x 4" BASTIDOR 2" x 5" \A1;MACHIHEMBRADO 6" x \S3#4;\H1.429x;" BASTIDOR 2" x 6" 5 BASTIDOR 2" x 5" \A1;MACHIHEMBRADO 6" x \S3#4;\H1.429x;" BASTIDOR 2" x 6" BASTIDOR 2" x 5" BASTIDOR 2" x 5" MARCO 2" x 4" ESC.: 1/25 P-1 P-3 1 1 4 4 2 2 6 6 ESC.: 1/25 BISAGRA ALUMINIZADA =3" C-1 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-2 C-2 C-2 C-2 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-1 VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) V S(0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 A 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 B C D E F G H I J 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 A B C D E F G H I J C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-2 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 VS (0.25 x 0.30) C-1 4 C-1 5 4 G' 5 5 VP-101 (0.25 x 0.40) VP-101 (0.25 x 0.40) VP-101 (0.25 x 0.40) VP-101 (0.25 x 0.40) VP-101 (0.25 x 0.40) VP-101 (0.25 x 0.40) VP-101 (0.25 x 0.40) VP-101 (0.25 x 0.40) VP-101 (0.25 x 0.40) VP-101 (0.25 x 0.40) VP-101 (0.25 x 0.40) VP-101 (0.25 x 0.40) VP-101 (0.25 x 0.40) VP-101 (0.25 x 0.40) VP-101 (0.25 x 0.40) VP-101 (0.25 x 0.40) VP-101 (0.25 x 0.40) VP-101 (0.25 x 0.40) VP-101 (0.25 x 0.40) VP-101 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.30) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) V S(0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) V S(0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) V S(0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) V S(0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) V S(0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) V S(0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) Ø1/2" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø1/2" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø5/8" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø1/2" VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) C-2 C-2 VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) C-2 C-2 VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) C-2 C-2 VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) C-2 C-2 VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) C-2 C-2 VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) C-2 C-2 VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) C-2 C-2 VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) C-2 C-2 VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) C-2 C-2 VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) C-2 C-2 VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) C-2 C-2 VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) VP-102 (0.25 x 0.40) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) 5 5 Ø5/8" Ø1/2" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 Ø5/8" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" Ø1/2" Ø1/2" Ø1/2" Ø1/2" 5 Ø5/8" 5 5 Ø5/8" Ø1/2" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" Ø1/2" Ø1/2" Ø1/2" Ø1/2" 5 Ø5/8" VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VS (0.25 x 0.30) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.30) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.30) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.30) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.30) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.30) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.30) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.30) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.30) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.30) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.30) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.30) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.30) VP-103 (0.25 x 0.40) VP-103 (0.25 x 0.40) 5 5 Ø5/8" Ø1/2" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" Ø1/2" Ø1/2" Ø1/2" Ø1/2" 5 5 5 Ø5/8" Ø1/2" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" Ø1/2" Ø1/2" Ø1/2" Ø1/2" 5 5 5 Ø5/8" Ø1/2" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" Ø1/2" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" 5 5 Ø5/8" Ø5/8" Ø1/2" Ø1/2" Ø1/2" Ø1/2" 5 ESCALA 1/10 DETALLE DE LOSA ALIGERADA e=0.20 acero de temperatura ø=1/4" @0.25 5 5 5 5 5 5 5 5 5 ladrillo de techo hueco de 0.30x0.30x0.15 acero estructural negativo 5/8" acero estructural positivo 1/2" 5 5 5 DESPLAZAMIENTOS MAXIMOS RELATIVOS DE ENTREPISOS Y TOTALES PARA LAS DOS DIRECCIONES PRINCIPALES DE LA ESTRUCTURA h acumulado Nivel 1 2 3 2.80 3.00 2.00 (m) h entrepisos (cm) Ux DIRECCION X 7.80 5.00 2.00 (m) (cm) DIRECCION Y g R ZUSC Sa = U= FACTOR DE USO =1.5 (INSTITUCION EDUCATIVA) Rx= 8.00 (Por ser una estructura irregular Rx = 6.00) DONDE : Z= FACTOR DE ZONA =0.15 (BELEN - MAYNAS - LORETO- Z0NA 1) Sa= ACELERACION ESPECTRAL S= FACTOR DE SUELO =1.4 SUELO FLEXIBLE C= FACTOR DE AMPLIFICACION SISMICA < 2.5 EN AMBAS DIRECCIONES SISTEMA ESTRUCTURAL SISMORRESISTENTE DIRECCION X-X (PORTICOS). DIRECCION Y-Y (PORTICOS). PARAMETROS PARA DEFINIR FUERZA SISMICA: C= 2.5 (Ts/T) g= 9.81 m/seg2 (Aceleracion de la gravedad) Ts=0.90 seg. (Periodo Fundamental del suelo) T1=0.38 seg. (Periodo Fundamental de la estructura) Ry= 8.00 (Por ser una estructura irregular Ry = 6.00) Sistema Estructural : Porticos 0.75R Ux (cm) /h (cm) Uy (cm) 0.75R Uy (cm) /h 0.61 0.43 0.11 0.70 0.46 0.12 3.66 2.58 0.66 4.20 2.76 0.72 1.08 1.92 0.66 0.0039 0.0064 0.0033 1.44 2.04 0.72 0.0051 0.0068 0.0036 FUERZA SÍSMICA DE DISEÑO Peso de la Estructura = 421.94 t Cortante Estático = 55.38 t 90% Cortante Estático = 49.84 t Cortante Dinámico X-X = 41.85 t Cortante Dinámico Y-Y = 41.87 t Factor de corrección X = 1.1909 Factor de corrección y = 1.1904 en Ambos Sentidos 3 @.15 rest. @ 0.20 Ø 1/4" 2@.05, 2@.10 1 1 en Ambos Sentidos 3 @.15 rest. @ 0.20 Ø 1/4" 2@.05, 2@.10 en Ambos Sentidos 3 @.15 rest. @ 0.20 Ø 1/4" 2@.05, 2@.10 4 Ø 1/2" 4 Ø 1/2" 4 Ø 1/2" V-P(0.25 x 0.40) V-P(0.25 x 0.40) V-P(0.25 x 0.40) 1 1 1 1 DET. DE VIGA 1-1 (V-S) 2Ø1/2" 2Ø1/2" @0.15 REST. @0.25 A/S Ø1/4" 2@0.05, 2@0.10, .25 5 V-P(0.25 x 0.40) 3.57 3.57 3.57 .40 1/2" 50 40 30 30 40 3/8" 6 mm. (cm.) COLUMNA (cm.) VIGAS LOSAS Ø No se permitirán. L ESTRIBOS COLUMNAS LOSAS Y VIGAS L empalmes del refuerzo superior (negativo) en una longitud de 1/4" de luz de la losa a viga o cada lado de la columna o apoyo. mas del 50% de la armadura en una tercio central, no se empalmaran Los empalmes "L" se ubicarán en el misma sección L R min. L Ø 1.5 cm 20 cm 10 cm 15 cm 3/8" 6 mm L 5 5 e e = Espesor variable 5 Esc. 1/20 Detalle de Ø en caso de encuentros en planta e e 4 Ø 1/2" .40 .40 .40 5 5 5 5 5 5 5 As montaje Ø3/8" @ 0.45 d5/8" @.40 d5/8" @.40 4d5/8" 7d5/8" 3d1/2" d5/8" 3d1/2" As montaje Ø3/8" @ 0.45 3d5/8" 4d5/8" 5 3d5/8" 5 5 5 ZC-1 (1.80 x 0.40) 5 5 5 5 VIGA DE CIMENTACION 0.25 X 0.30 VIGA DE CIMENTACION 0.25 X 0.30 C1 (0.25 x 0.60) Esc. 1/25 CUADRO DE COLUMNAS C2 (0.25 x 0.40/0.40 x 0.25) Esc. 1/25 Estribos Ø1/4" 4 @ 0.10 Resto @ 0.20 a/s 3 @ 0.15 1 @ 0.05 5 5 4Ø1/2" C4 (0.15 x 0.25) Esc. 1/25 Estribos Ø1/4" 4 @ 0.10 Resto @ 0.20 a/s 3 @ 0.15 1 @ 0.05 C7 Columneta (0.15 x 0.20) Esc. 1/25 Estribos Ø1/4" 4 @ 0.10 Resto @ 0.15 a/s 1 @ 0.05 5 5 4 Ø1/2" 2 Ø3/8" VC (0.25 x 0.30) Esc. 1/25 Estribos Ø1/4" 4 @ 0.10 Resto @ 0.20 a/s 3 @ 0.15 1 @ 0.05 5 5 4Ø1/2"+ 2 Ø3/8" C3 (0.25 x 0.25) 5 5 Esc. 1/25 Estribos Ø3/8" 4 @ 0.10 Resto @ 0.20 a/s 3 @ 0.15 1 @ 0.05 5 5 5 5 8 Ø5/8" 5 Esc. 1/25 Estribos Ø3/8" 4 @ 0.10 Resto @ 0.20 a/s 3 @ 0.15 1 @ 0.05 5 5 6 Ø5/8" VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) VC (0.25 x 0.30) C-1 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-2 C-2 C-2 C-2 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-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 1 A 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 B C D E F G H I J 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 A B C D E F G H I J C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-2 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 4 C-1 5 4 G' 5 5 Ø1/2" C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 ZC-2 (1.80x.40) ZC-2 (1.80x.40) ZC-2 (1.80x.40) ZC-2 (1.80x.40) ZC-2 (1.80x.40) ZC-2 (1.80x.40) ZC-2 (1.80x.40) ZC-2 (1.80x.40) ZC-2 (1.80x.40) ZC-2 (1.80x.40) ZC-3 (1.80x.40) ZC-3 (1.80x.40) ZC-3 (1.80x.40) ZC-3 (1.80x.40) ZC-3 (1.80x.40) ZC-1 (1.80x.40) ZC-1 (1.80x.40) ZC-1 (1.80x.40) ZC-1 (1.80x.40) ZC-1 (1.80x.40) ZC-1 (1.80x.40) ZC-1 (1.80x.40) ZC-1 (1.80x.40) ZC-1 (1.80x.40) ZC-1 (1.80x.40) ZC-1 (1.80x.40) ZC-1 (1.80x.40) ZC-1 (1.80x.40) 5 5 C-3 C-3 C-3 C-3 Cimentacion de escalera 5 C-3 C-3 C-3 C-3 Cimentacion de escalera DETALLE DE DOBLADO DE ESTRIBOS ESPECIFICADO 45° a 8 cm 13 cm EN PLACAS, COLUMNAS Y VIGAS 3/8" 3 cm d DE PLACAS, VIGAS O COLUMNAS ESPECIFICADO a r 45° d r 1/4" 2 cm REMATE DE COLUMNAS DE COLUMNAS REFUERZO TRANSVERSAL Rto. SEGUN COL. 1@.05 Rto. S/COL. .05 .05 Rto. SEGUN COL. INDICADO .30 .30 INDICADO ATORTOLAR AL d VERTICAL EL 3/8"d CON C 6 cm 6 cm DETALLE DE GANCHO (PLANTA) ESTRIBO ALAMBRE #16 (ESPACIAMIENTO IGUAL AL ESTRIBO HORIZONTAL) 4 cm 4 cm .70 3/4"d 3/4"d .70 EMPALMES TRASLAPADOS PARA COLUMNAS 1/2"d .40 5/8"d .50 CONSIDERANDO ZONA DE REFUERZOS BAJOS 1/2"d .40 .50 DEL 50% DE LAS VARILLAS QUE SE EMPALMAN MENOS REFUERZOS ALTOS, PERO CONSIDERANDO ZONA DE 5/8"d NFP= INDICADA EMPALMAR EN DIFERENTES PARTES TRTANDO DE HACER LOS EMPALMES FUERA DE LA ZONA DE CONFINAMIENTO 2 h/3 h h/6 1"d 1.00 LONGITUD DE EMPALME (L) NFP= INDICADA h/6 L 1.30 1"d LONGITUD DE EMPALME (L) L RESUMEN DE LAS CONDICIONES DE CIMENTACION TIPO DE CIMENTACION: PRESION ADMISIBLE: PARAMETROS DE DISEÑO DE LA CIMENTACION: PROFUNDIDAD DE CIMENTACION: ESTRATO DE APOYO DE LA CIMENTACION: ASENTAMIENTO DIFERENCIAL: AGRESIVIDAD DEL SUELO A LA CIMENTACION: RECOMENDACIONES ADICIONALES: FACTOR DE SEGURIDAD: ZAPATAS COMBINADAS CON VIGA DE CONECCION, NO DEBE CIMENTARSE SOBRE TURBA, SUELO ORGANICO, TIERRA VEGETAL, 1.5m DESMONTE O RELLENO SANITARIO Y QUE ESTOS MATERIALES INADECUADOS DEBERAN SER REMOVIDOS EN SU TOTALIDAD, ANTES DE CONSTRUIR LA EDIFICACION Y SER REEMPLAZADOS POR MATERIALES ADECUADOS ARCILLA DEL TIPO CL \fSymbol|b0|i0|c2|p18;g = 1800 Kg/cm3 Ts= 0.90 s 0.50 cm. NO DETECTADA MAYOR A 3 0.675 Kg/cm2 5 BISAGRA ALUMINIZADA =3 1/2" (.15*.15)f'c=140kg/cm2 1.25 .55 5 1 1 Abrazaderas PT 1"*3/16" 5 Abrazadera PT 1"*3/16" Abrazadera PT 1"*3/16" NPT 5 5 5 5 5 5 5 LOSA 0.60*.30*.10 (Mortero f'c=140kg/cm2) CUNETA DE MORTERO FALSA COLUMNA DET. BAJADA DE AGUA PLUVIAL Y FALSA COLUMNA Esc. 1/50 Ø 4" * 90º CODO PVC-SAL 5 3.50 2 2 CANALETA DE ZING LISO 0.26mm GANCHO DE PT 1"*3/16 TECHO B.A.P. ø 4" PVC-SAL Abrazadera PT 1"*3/16" EL PERIMETRO CHAFLAN EN 45º EN TODO DETALLE DE C-1 y Z-2 ESC.: 1/25 5 5 5 5 4.20 5 5 5 Ø 1/2" @ .20 Solado e=2" NTN. +- 0.00 RELLENO COMPACTADO CON MATERIAL PROPIO SELECCIONADO RELLENO COMPACTADO CON MATERIAL PROPIO SELECCIONADO 4 Ø 3/8" 4 Ø 1/2" 5 V.A. NPT. + 4.50 4 Ø 3/8" 5 NPT. + 7.75 VIGA COLLARIN 2 2 1 1 5 Viga Cimentación 0.25x0.25 5 5 5

Language	Spanish
Drawing Type	Full Project
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Plastic, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park
Tags	area, autocad, built, College, columns, consists, DWG, education, flood, full, implementation, improvement, library, Project, school, slab, university, zone