Villa Triple DWG Block for AutoCAD

Villa Triple DWG Block for AutoCAD

The three – Villa of a triplex house is a house which has three apartments with separate entrances homes. This includes three – story houses with a full apartment on each floor and also the side. 3 side apartments in a single batch that share a common wall

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

variable, variable, detail of slab lightened, high tank system, max level. water, cleaning tube, overflow tube, air gap, communicating vessel, medium level, pump start, last ceiling, service tube, impulse tube, automatic, zaknigel, magnesium sulfate, sifted earth mixed with, or dose thorgel chemistry, copper electrode, cooperweld bar connector, with iron frame, concrete cover, earth well detail, dining room, patio, room, kitchen, garden, ss.hh., hall, study, bedroom, garage, j ”, foundation for stairs, foundation beam – k, foundations, reinforcement, tank, plant, cut, detail of tank lid, support stratum: poorly graded fine sand, foundation conditions, seismic parameters, seismic coefficients, specifications techniques, concrete cyclopean :, coatings:, relative displacement of the floor, types of foundations: footings and foundations armed, earthquake resistant system: porticos and masonry confined, overlaps, beam between floor, crowning beam, whip a, reduction to columneta, confinement of columns, detail of footings, detail of foundations, base rest, beam b, typical, detail of columns, beam h, beam d, bleachers in fill, shoe box, c ”, to support stair slab, pipe pass joists, beams detail, columnetin projection, stair slab, facade beam, ldg, extension, the width does not reach the specified one, anchorage length with hook, when, inferior reinforcement, values, superior reinforcement, h any, diam., f’c, minimum radius, bending, in stirrups, note:, total in the same section., indicated areas or with the percentages, b.- in case of not splicing in the specified ones, increase the length, to the designer., c.- for lightened and flat beams, the internal ace-, ro is joined on the, supports, being the length of joint, plan of structures, foundation plane and lightened, second level, car-port , first level, third level, be, income, hallway, cl., floor plan Tectura, façade, sh, path, cl, pazadiso, cross section b – b ‘, longitudinal cut a – a’, cuts and elevations, check valve, water ingress, ups impulsion, start level, foot valve, level of stop, detail of cistern, public network, symbol, tee, tee with rise, tee with drop, irrigation tap, legend – water, name, pipe crossing without connection, shut-off valve, water meter, straight tee, reduction, legend – drainage, pvc drain pipe, pvc ventilation pipe, sanitary installation plan, terrace, public network, tg-sg, earthing hole circuit, wall floor bell circuit, h. mounting, output for tv – cable, double switching switch, telephone outlet, simple wall switching switch, simple wall switch, bracket wall, description, existing energy meter box, general board, light center ceiling, c, d, switch double wall, floor wall lighting circuit, floor wall outlet circuit, wall floor therma circuit, floor wall power circuit, octagonal metal box, intercom and main intercom output, intercom button, outlet for electric pump, circuit floor wall telephone, tv-cable wall antenna circuit, wall floor electric pump circuit, wall floor intercom circuit, a, b, c, intercom, or, p, q, hydrostal, demand, load, maximum, unit, area, description of factors, roof, environments, position, first floor, second floor, third floor, in all floors, special loads, kwh, elevated tank, reserve, bank of meters, if stema for earthing well, cistern, electric pump, and roof, factor, main feeder section, main switch selection, note: the feeder has been oversized by a possible future expansion, calculation of maximum demand, legend, typical diagram of electric pump, typical diagram of feeder amount, typical diagram of external telephone number, single line diagram, nominal intensity, design intensity, typical diagram of TV – cable, comes from public network tv – cable, comes from public telephone network, distribution board: general services, plan of electrical installations

Raw text data extracted from CAD file:

1.7 1.6 1.7 1.7 1.43 3.83 2.7 1.53 2.2 2.98 3.28 2.03 1.45 1.78 2.7 3.78 2.98 2.18 1.08 1.23 1.25 2.75 2.78 1.6 3.45 2.93 1.4 1.6 6.12 1.3 1.3 1.3 1.6 1.5 1.5 1.5 1.5 1.2 1.2 1 1 2.4 1.5 .30 .60 .15 .40 .30 1.10 .10 .15 .60 .10 .60 .40 .50 .30 .90 .10 .15 .10 .50 .20 .50 .40 .15 .10 .10 .25 .40 .20 .20 .10 .10 .10 .10 .10 1.30 variable VARIABLE .10 .30 .30 .60 .60 .15 .15 .15 .25 .10 .05 .05 \A1;0.20 \A1;0.05 \A1;0.10 \A1;.15 \A1;.50 \A1;.50 \A1;.50 \A1;1.50 \A1;.15 \A1;1.80 \A1;1.50 \A1;1.50 \A1;1.80 \A1;.25 \A1;.25 \A1;.15 \A1;.15 \A1;.25 \A1;.25 \A1;.60 \A1;.15 \A1;1.50 \A1;.25 \A1;1.80 \A1;.15 \A1;.15 \A1;.10 \A1;.10 \A1;.15 \A1;.25 .40 .15 .30 .15 .25 .25 .15 .50 .15 .75 .30 .40 .15 .40 .25 .15 .20 .20 .20 .20 .10 .20 .10 .10 .20 .20 .10 .10 .20 .10 .20 .20 .10 .20 .10 .10 .20 .20 2.50 .10 VARIABLE .10 .10 .20 .05 .25 .20 .15 .30 .30 .10 .30 .30 .20 .90 .05 .10 .10 .05 .05 .10 .10 .05 .10 .10 .30 .15 .25 .175 .10 .90 .50 .25 .20 .10 .15 .175 .25 .25 .50 .30 .15 .15 .20 .30 .25 .80 .50 .15 .25 .10 .25 .20 .30 1.43 3.83 2.2 1.45 2.03 2.7 1.53 2.98 3.28 1.78 2.7 3.78 2.98 2.18 1.08 1.23 1.25 2.75 2.78 1.6 3.45 2.93 1.45 3.83 2.25 1.45 2.05 2.7 1.53 2.98 3.28 1.78 2.7 3.78 2.98 2.2 1.08 1.23 1.25 2.75 2.78 1.6 3.45 2.95 .3 .8 .8 .3 1 .8 .8 .6 .3 .7 1 .5 .8 .9 .9 .6 .7 .8 1 .3 .8 1 .7 .5 .6 .9 .9 .7 .8 .8 .3 1 .8 .3 .3 .3 .15 .15 \A1;.15 \A1;.20 \A1;.40 \A1;.10 \A1;.15 \A1;.20 \A1;.25 \A1;.25 \A1;.20 \A1;.15 \A1;.10 \A1;.20 \A1;.25 \A1;.20 \A1;.30 \A1;.20 \A1;.25 \A1;.25 \A1;.20 \A1;.15 \A1;.20 \A1;.40 \A1;.15 \A1;.20 \A1;.60 \A1;.20 \A1;.45 \A1;.25 \A1;.20 \A1;.15 \A1;.10 \A1;.30 \A1;.50 \A1;.15 \A1;.15 \A1;.75 \A1;.40 \A1;.15 \A1;.40 \A1;.15 \A1;.55 \A1;.55 \A1;.10 \A1;10db \A1;r \A1;db \A1;db \A1;A \A1;B \A1;r \A1;12db \A1;db \A1;ldg \A1;r \A1;.10 \A1;.20 \A1;.15 \A1;.10 \A1;.30 \A1;.05 Acero de Temperatura d 1/4" cada 0.25 cm usar varillas rectas, anclan 0.15 cm en cada extremo. -340.0147241703575 DETALLE DE LOSA ALIGERADA -340.0147241703575 -340.0147241703575 -340.0147241703575 ESC: 1/10 -340.0147241703575 -340.0147241703575 0.30 1.10 1.80 V1 \A1;.15 \A1;2.80 \A1;.15 \A1;3.35 \A1;.15 \A1;1.25 \A1;.15 \A1;8.00 \A1;18.00 \A1;18.00 \A1;8.00 \A1;18.00 \A1;.15 \A1;1.25 \A1;.15 \A1;3.35 \A1;.15 \A1;2.80 \A1;.15 \A1;.15 \A1;1.25 \A1;.15 \A1;3.35 \A1;.15 \A1;2.80 \A1;.15 \A1;18.00 \A1;8.00 \A1;18.00 \A1;18.00 \A1;1.95 \A1;2.46 \A1;2.50 \A1;.20 \A1;.90 \A1;1.60 \A1;.20 \A1;.20 \A1;.20 \A1;9.10 \A1;2.50 \A1;.20 \A1;2.50 \A1;.20 \A1;3.96 \A1;.15 \A1;1.18 \A1;1.37 \A1;.15 \A1;1.18 \A1;2.35 \A1;.50 \A1;4.80 \A1;.60 \A1;2.85 \A1;.20 \A1;.55 \A1;2.50 \A1;.20 \A1;1.00 \A1;9.25 \A1;.90 \A1;1.60 \A1;1.00 \A1;2.50 \A1;.20 \A1;.20 \A1;1.00 \A1;2.60 \A1;.60 \A1;.25 \A1;.20 \A1;4.10 \A1;5.40 \A1;3.70 \A1;2.50 \A1;.20 \A1;1.75 \A1;.15 \A1;.60 \A1;.20 \A1;2.50 \A1;1.00 \A1;9.10 \A1;2.50 \A1;.20 \A1;2.50 \A1;.20 \A1;2.50 \A1;.20 \A1;1.00 \A1;2.50 \A1;.75 \A1;.25 \A1;2.50 \A1;.25 \A1;2.50 \A1;0.80 \A1;0.25 \A1;H/2 \A1;0.80 \A1;0.25 \A1;H \A1;0.05 2 TANQUES ETERNIT CAP. 2M3 SISTEMA DE TANQUE ELEVADO NIVEL MAX. AGUA 0.1753261378060671 0.1753261378060671 0.1753261378060671 PVC d2" TUBO DE LIMPIEZA PVC d2" TUBO DE REBOSE BRECHA DE AIRE 0.1753261378060671 0.1753261378060671 ESC. 1/20 PVC d2" VASO COMUNICANTE 0.1753261378060671 NIVEL MEDIO ARRANQUE DE BOMBA ULTIMO TECHO PVC d1" TUBO A SERVICIO PVC d1" TUBO DE IMPULSION 0.1753261378060671 AUTOMATICO WH S c \A1;0.40 \A1;0.60 \A1;0.80 -7.392843510895148 ZAKNIGEL, SULFATO DE MAGNESIO TIERRA CERNIDA MEZCLADA CON O DOSIS QUIMICA THORGEL 5/8"d x 2.44m DE LARGO ELECTRODO DE COBRE PVC 25mmdP Fe #2 ó 35mm 1-10mm2 Cu -7.392843510895148 -7.392843510895148 CONECTOR DE BARRA COOPERWELD O GRAMPA PARA d5/8" CON MARCO DE FIERRO TAPA DE CONCRETO ESC.1/20 DETALLE POZO DE TIERRA \A1;1.80 min. 0.44 1.10 0.40 0.60 0.44 0.18 0.18 0.18 COMEDOR PATIO SALA COCINA JARDIN SS.HH. HALL ESTUDIO DORMITORIO GARAJE DORMITORIO SS.HH. JARDIN 1 2 3 4 5 6 7 8 5 5 5 5 5 B A' 5 5 5 5 5 5 C 1" D E G F 1" 1" H I J K C A 5 5 C' 5 5 5 5 5 D E I 5 J J' J'' K 1" 5 5 5 5 1 2 3 4 5 5 5 5 5 1 2' 3' 4' 1" 1" C - 5 C - 3 C - 1 C - 9 C - 9 C - 2 C - 3 C - 1 C - 1 C - 9 C - 7 C - 1 C - 1 C - 9 C - 9 C - 9 C - 1 C - 1 C - 1 C - 3 C - 2 C - 9 C - 7 C - 8 C - 8 C - 7 C - 3 C - 6 C - 3 C - 6 C - 3 C - 3 C - 4 C - 3 C - 3 C - 4 C - 2 11 d 1/2" 11 d 1/2" h = 0.60 Z - 4 12 d 1/2" Z - 8 9 d 1/2" h = 0.60 12 d 1/2" Z - 6 12 d 1/2" h = 0.60 8 d 1/2" Z - 7 7 d 1/2" h = 0.60 11 d 1/2" Z -4 11 d 1/2" h = 0.60 8 d 1/2" Z - 5 8 d 1/2" h = 0.60 10 d 1/2" Z - 3 10 d 1/2" h = 0.60 10 d 1/2" Z - 3 10 d 1/2" h = 0.60 8 d 1/2" Z - 2 8 d 1/2" h = 0.60 7 d 1/2" Z - 1 7 d 1/2" h = 0.60 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CIMIENTO PARA ESCALERA CC4 CC4 CC1 CC1 CC6 CC6 CC3 CC6 CC7 CC4 CC4 CC4 CC4 CC1 CC7 CC6 CC6 CC6 CC6 CC6 CC5 CC6 CC6 CC6 CC6 CC6 CC6 CC6 CC6 CC6 CC6 CC6 CC5 CC5 CC5 CC1 CC3 CC1 CC2 CC2 CC2 CC2 CC1 K K K K K K K K K K C1 C1 5 5 CISTERNA V = 4m³ NFP=+0.15 NFP=+0.05 CIMIENTO PARA ESCALERA CC; 1:10+30% PG. S/C; 1:8+25% PM. 5 CC - 1 5 5 5 NFP+-0.00 NFP+-0.00 CC; 1:10+30% PG. d 3/8" @ 0.25 2 Ø 1/2" 2 Ø 1/2" 5 5 CC - 2 : CC - 3 : \fSwis721 Ex BT|b1|i0|c0|p34;CC - \fSwis721 Ex BT|b1|i0|c0|p34;4 5 5 5 f'c: 175k/cm² .70 .50 (PARA CC2) (PARA CC3) (PARA CC4) CC; 1:10+30% PG. 5 CC - 5 5 5 NFP+-0.00 NFP=+-0.00 5 CC - 6 5 5 5 5 CC; 1:10+30% PG. S/C; 1:8+25% PCh. S/C; 1:8+25% PCh. 2 Ø 1/2" 2 Ø 1/2" 5 CC; 1:10+30% PG. 5 5 5 5 CC - 7 5 NFP=+-0.00 d 3/8" @ 0.25 f'c: 175k/cm² 3Ø 1/2" 3 Ø 1/2" d 3/8" @ 0.25 5 5 5 NFP=+-0.00 5 VIGA DE CIMENTACION - K 5 CIMIENTOS 5 5 5 5 5 5 5 5 5 5 f'c = 210 Kg/cm2 SOLADO 1:8 variable 5 5 5 5 5 5 NFP=+-0.00 VARIABLE 5 5 5 d 1/4" 1@ 0.05 5@ 0.10 Rto:@ 0.20 REFUERZO 5 \C2;3 O 3/8" 5 \C2;entran .15 \C2;entran .15 \A1;0.10 0.10 0.05 \A1;0.10 0.20 \A1;0.60 5 5 5 5 1 \fArial|b0|i0|c0|p34;d\fArial|b0|i0|c186|p34; \fArial|b0|i0|c0|p34;3/8\fArial|b0|i0|c186|p34;" \fArial|b0|i0|c0|p34;@ .20 1 \fArial|b0|i0|c0|p34;d\fArial|b0|i0|c186|p34; \fArial|b0|i0|c0|p34;3/8\fArial|b0|i0|c186|p34;" \fArial|b0|i0|c0|p34;@ .20 d 3/8" @ .20 1 \fArial|b0|i0|c0|p34;d\fArial|b0|i0|c186|p34; \fArial|b0|i0|c0|p34;3/8\fArial|b0|i0|c186|p34;" \fArial|b0|i0|c0|p34;@ .20 1 \fArial|b0|i0|c0|p34;d\fArial|b0|i0|c186|p34; \fArial|b0|i0|c0|p34;3/8\fArial|b0|i0|c186|p34;" \fArial|b0|i0|c0|p34;@ .20 1 \fArial|b0|i0|c0|p34;d\fArial|b0|i0|c186|p34; \fArial|b0|i0|c0|p34;3/8\fArial|b0|i0|c186|p34;" \fArial|b0|i0|c0|p34;@ .20 1 \fArial|b0|i0|c0|p34;d\fArial|b0|i0|c186|p34; \fArial|b0|i0|c0|p34;3/8\fArial|b0|i0|c186|p34;" \fArial|b0|i0|c0|p34;@ .20 1 \fArial|b0|i0|c0|p34;d\fArial|b0|i0|c186|p34; \fArial|b0|i0|c0|p34;3/8\fArial|b0|i0|c186|p34;" \fArial|b0|i0|c0|p34;@ .20 1 \fArial|b0|i0|c0|p34;d\fArial|b0|i0|c186|p34; \fArial|b0|i0|c0|p34;3/8\fArial|b0|i0|c186|p34;" \fArial|b0|i0|c0|p34;@ .20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 f'c = 210 Kg/cm². 5 5 f'c = 210 Kg/cm². f'c = 210 Kg/cm². f'c = 210 Kg/cm². f'c = 210 Kg/cm². f'c = 210 Kg/cm². NFP+-0.00 5 5 TANQUE CISTERNA V = 4m³ PLANTA CORTE DETALLE DE TAPA DE CISTERNA ESC. 1/20 ESC. 1/20 ESC. 1/25 PLANTA ESC. 1/25 CORTE 2Ø1/2" 2Ø1/2" 2Ø1/2" 5 5 d 3/8" 1@ 0.05 4@ 0.10 Rto@ 0.15 c/extremo C - 1 Estrato de Apoyo: ARENA FINA MAL GRADUADA Presión Admisible de Terreno: 1.2 Kg/cm2 Profundidad de Cimentación: Df = - 1.20 m. Factor de Seguridad por Corte: 3.00 Asentamiento Permisible: 2.5 cm Cemento del Concreto: PORTLAND TIPO I (MS PACASMAYO) CONDICIONES DE CIMENTACION PARAMETROS SISMICOS Coeficientes Sísmicos De Zona : Z : 0.40 De Uso : U : 1.00 De Amplificación Sísmica : C : 2.50 De Suelo : S : 1.40 (Ts = 0.9 seg) De Reducción : R : 6.00 Espectro Sísmico: Sa = (Z.U.S.C/R) g = 0.23g : f'm = 30 kg/cm2 Cisterna : 2.5cm Escaleras : 2.0 cm Vigas : 2.5 cm Aligerado : 2.5cm Fierro : f'y = 4,200 kg/cm2 ESPECIFICACIONES TECNICAS Sobrecimientos : 1:8 + 25% P.M. max 3" Cimientos Corridos : 1:10 + 30% P.G. max 6" Concreto Ciclopeo: Concreto : f'c = 210 kg/cm2 RECUBRIMIENTOS : Vigas de Conexión : 3.0cm Zapatas : 7.5 cm Columnas : 2.5 cm Resistencia del Terreno : Rt = 1.2 kg/cm2 NOTA: Amarrar albañileria con 2 Nº 8 corrido a columnas cada 3 hiladas de ladrillo EJE "Y" NIVEL DESPLAZAMIENTO \W5.15464; 4º PISO 0.53cm. \W5.15464; 3º PISO 0.40cm. \W5.15464; 2º PISO 0.21cm. \W5.15464; 1º PISO 0.08cm. EJE "X" NIVEL DESPLAZAMIENTO \W5.15464; 4º PISO 0.28cm. \W5.15464; 3º PISO 0.19cm. \W5.15464; 2º PISO 0.11cm. \W5.15464; 1º PISO 0.04cm. DESPLAZAMIENTO RELATIVO DE ENTRE PISO Tipos de Cimentación: ZAPATAS Y CIMIENTOS CORRIDOS ARMADOS Sistema Sismo Resistente: PORTICOS Y ALBAÑILERIA CONFINADA Desplazamiento Máximo en el Último Nivel = 5.0 cm d 1/4" 1@ 0.05 4@ 0.10 Rto@ 0.15 c/extremo 5 5 2Ø1/2" 2Ø1/2" C - 2 2Ø5/8" 2Ø5/8" 5 5 d 3/8" 1@ 0.05 4@ 0.10 Rto@ 0.25 c/extremo C - 3 d 3/8" 1@ 0.05 4@ 0.10 Rto@ 0.15 c/extremo 2Ø5/8" C - 4 5 5 2Ø1/2" 2Ø5/8" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" d 3/8" 1@ 0.05 4@ 0.10 Rto@ 0.15 c/extremo C - 5 5 5 ZUNCHO :Ø 3/8" PASO:7cms. 6 Ø 5/8" 5 C - 6 d 1/4" 1@ 0.05 4@ 0.10 Rto@ 0.15 c/extremo 5 5 2Ø1/2" 2Ø1/2" C - 7 2Ø1/2" 2Ø1/2" 2Ø1/2" 5 5 d 3/8" 1@ 0.05 4@ 0.10 Rto@ 0.15 c/extremo C - 8 C - 9 2Ø3/8" 2Ø3/8" 5 5 d 1/4" 1@ 0.05 4@ 0.10 Rto@ 0.15 c/extremo Vigas "K" : 3.5cm Vigas Peraltadas : 3.5cm 5 5 5 NPT±0.00 5 5 5 5 5 5 5 5 5 VARIABLE 5 5 5 5 5 5 5 5 5 5 5 t 5 5 5 5 5 5 5 d variable 1@ 0.05 5@ 0.10 CIMIENTO CORRIDO CC; 1:10+30% PG. TRASLAPES d t (mts.) 3/8 0.40 1/2 0.50 VIGA DE ENTRE PISO 2º y 3º PISO 1º PISO E E E 0.65 5/8 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA DE CORONACION AZOTEA REDUCCION A COLUMNETA 5 5 d 1/4" @ 0.20 E E 5 5 CONFINAMIENTO DE COLUMNAS DETALLE DE ZAPATAS DETALLE DE CIMIENTOS .175 5 d 1/2" @ 0.15 d 3/8" @ 0.25 5 5 DEESCANSO BASE VIGA B 5 5 5 d 1/2" @ 0.15 5 5 5 NFP=+0.10 5 TIPICO 5 5 d 3/8" @ 0.25 5 d 3/8" @ 0.15 5 .175 5 5 5 5 5 d 3/8" @ 0.25 5 5 5 d 1/2" @ 0.15 5 5 NFP=+0.25 .175 5 d 3/8" @ 0.15 5 5 ESCALERA A - 1 S/C: 200kg/M2 1º TRAMO ESC. 1/20 ESC. 1/20 2º TRAMO (típico) ESCALERA A - 2 S/C: 200kg/M2 ESC. 1/50 DETALLE DE COLUMNAS VIGA H VIGA B VIGA D GRADAS EN RELLENO CUADRO DE ZAPATAS TIPO\fArial|b0|i0|c0|p34; Z-1 SECCION\fArial|b0|i0|c0|p34; 1.00 x 1.00 x 0.60 Z-2 1.20 x 1.20 x 0.60 Z-3 1.50 x 1.50 x 0.60 Z-4 1.60 x 1.60 x 0.60 Z-5 1.30 x 1.30 x 0.60 Z-7 1.30 x 1.10 x 0.60 1.70 x 1.40 x 0.60 Z-8 Z-6 1.70 x 1.70 x 0.60 C'' C'' 1" 1" 4' 3' 2' 1 5 5 5 5 5 4 3 2 1 5 5 5 5 1" K J'' J' J 5 I E D 5 5 5 5 5 C' 5 5 A C K J I H 1" 1" F G E D 1" C 5 5 5 5 5 5 A' B 5 C'' 3' 2' 1 5 5 5 5 5 4 3 2 1 5 5 5 5 K J' J 5 I E D 5 5 5 5 5 5 5 A C K J I F E D C 5 5 5 5 5 5 A' 5 1" 1" 1" 1" 1" 1" VC VC-1 VS VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC VS VS VC-1 VS VS VC-1 VC-1 A C C C A A C A B C A B A A B B C G E D A F G G 1 Ø 3/8" 1 Ø 3/8" 5 5 1 Ø 3/8" 1 Ø 3/8" 1 Ø 3/8" 5 5 1 Ø 3/8" 1 Ø 3/8" 1 Ø 1/2" 5 5 1 Ø 1/2" 1 Ø 3/8" d 1/2 @ 0.15 ARRIBA Y ABAJO d 1/2 @ 0.15 ARRIBA Y ABAJO 5 1 Ø 3/8" 1 Ø 3/8" 5 1 Ø 1/2" 1 Ø 3/8" 1 Ø 3/8" 5 5 1 Ø 1/2" 5 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 3/8" 1 Ø 3/8" 5 V T - 1 V T - 1 V T - 1 V T - 1 1 Ø 3/8" 5 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 1/2" 5 5 1 Ø 3/8" NACEN COLUMNETINES 0.15 x 0.25 + 4d 1/2 d 1/4" 1@ 0.10 PARA APOYAR LOSA DE ESCALERA ENCOFRADO 1º PISO, H=0.20m. S/C: 200kg/m2. G B B F d 1/4" 1@ 0.10 COLUMNETINES 0.15 x 0.25 / 4d 1/2 VC-1 VC 1 Ø 3/8" C A C 5 1 Ø 3/8" 1 Ø 3/8" 5 1 Ø 3/8" 5 C C 1 Ø 3/8" 1 Ø 3/8" A VC-1 VC-1 G A A 5 1 Ø 3/8" 5 VC-1 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 3/8" 5 C B 1 Ø 3/8" 1 Ø 3/8" C C A 5 5 1 Ø 3/8" 5 1 Ø 1/2" G 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 3/8" 5 VC-1 VC-1 B A A 5 1 Ø 3/8" 5 1 Ø 1/2" 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 3/8" 5 B 1 Ø 1/2" 5 5 5 VC-1 G VT-1 A H VC-1 VC-1 VC (TIPICO) 5 5 (TIPICO) A A A 1 Ø 1/2" DUCTO PASAN VIGUETAS ENCOFRADO 2º PISO y 3º PISO. H=0.20m. S/C: 200kg/m2. DETALLE DE VIGAS 5 5 5 VC d 1/4" 1@ 0.05 4@ 0.10 Rto@ 0.20 c/extremo 2 Ø 1/2" 2 Ø 1/2" 5 5 2 Ø 1/2" 2 Ø 1/2" d 1/4" 1@ 0.05 4@ 0.10 Rto@ 0.20 c/extremo 5 5 VC-1 VS 5 5 d 1/4" @ 0.20 2 Ø 3/8" 5 5 5 5 2Ø1/2" 2Ø1/2" d 1/4" 1@ 0.05 4@ 0.10 Rto@ 0.20 c/extremo A 5 5 3Ø1/2" 3Ø1/2" d 3/8" @ 0.15 B 5 5 3Ø1/2" 3Ø1/2" d 1/4" 1@ 0.05 5@ 0.10 Rto@ 0.20 c/extremo C D d 1/4" 1@ 0.05 6@ 0.10 Rto@ 0.20 c/extremo 3Ø1/2" 2Ø1/2" 5 5 5 5 5 2 Ø 1/2" 2 Ø 1/2" d 1/4" @ 0.15 E 5 5 5 3 Ø 5/8" 2 Ø 3/8" d 3/8" 1@ 0.05 8@ 0.10 Rto@ 0.20 c/extremo F 3 Ø 5/8" 3Ø5/8" 5 3Ø5/8" 5 d 3/8" 1@ 0.05 6@ 0.10 Rto@ 0.20 c/extremo G 5 5 d 3/8" 1@ 0.05 9@ 0.10 Rto@ 0.25 c/extremo 3Ø 5/8" 5 5 VT-1 5 3 Ø 5/8" 2 Ø 1/2" H d 3/8" @ 0.15 2 Ø 3/8" 2 Ø 1/2" 5 5 5 PROYECCION DE COLUMNETIN LOSA DE ESCALERA NPT +3.10 NPT +3.45 NPT +0.50 NPT +3.70 NPT +4.15 NPT +2.35 NPT +2.55 NPT ±\fSwis721 Lt BT|b0|i0|c0|p34;0.00 NPT ±\fSwis721 Lt BT|b0|i0|c0|p34;0.00 VIGA FACHADA 5 5 d 3/8" @ 0.15 6 Ø 1/2" 1 Ø 3/8" 5 VARIABLE: Min. : 0.20m. 1 Ø 1/2" 1 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 1/2" VARIABLE: Min. : 0.20m. 5 1 Ø 3/8" 6 Ø 1/2" d 3/8" @ 0.15 5 5 5 5 VARIABLE 1 - 1 2 - 2 1 Ø 1/2" 1 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" 3 Ø 1/2" d 3/8" @ 0.15 d 3/8" @ 0.15 d 3/8" @ 0.15 d 3/8" @ 0.15 1 1 r ldg db 12db Extensión r B A db Longitud de Anclaje con Gancho (Ldg) cms el ancho no alcanza el especificado Longitud de Anclaje con Gancho, cuando A + B = 1.30 Ldg db r 10db REFUERZO INFERIOR V A L O R E S D E m REFUERZO SUPERIOR H CUALQUIERA H < 30 H > 30 d 3/8" 1/2" 5/8" 3/4" 1" 0.40 0.40 0.50 0.60 1.15 1.00 0.55 0.45 0.40 0.40 1.30 0.75 0.60 0.50 0.45 4db DIAM. d f'c 175 30 cm. 46 cm. 38 cm. 1/2" 5/8" 3/4" 61 cm. 1" ldg 1" 3/4" 5/8" 1/2" RADIO MINIMO 8 cm. 5 cm. 6 cm. 4 cm. 3/8" 3 cm. DE DOBLEZ 20 cm. 25 cm. 31 cm. 5/8" 1" 3/4" 15 cm. 1/2" Extension Recta (12db) 3/8" a 5/8" d EN ESTRIBOS NOTA: a.- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN UNA MISMA SECCION. ZONAS INDICADAS o CON LOS PORCENTAJES b.- EN CASO DE NO EMPALMARSE EN LAS ESPECIFICADOS AUMENTAR LA LONGITUD DE EMPALME EN UN 70% o CONSULTAR AL PROYECTISTA. c.- PARA ALIGERADO Y VIGAS CHATAS, EL ACE- RO INTERIOR SE EMPALMARA SOBRE LOS APOYOS, SIENDO LA LONGITUD DE EMPALME IGUAL A 25 cm. PARA FIERRO DE d3/8" y 35 cm. PARA d1/2" o d5/8" ' ' ' 210 56 cm. 35 cm. 42 cm. 28 cm. d variable 1@ 0.05 5@ 0.10 d variable 1@ 0.05 5@ 0.10 d variable 1@ 0.05 5@ 0.10 NFP=+0.05 d 3/8" @ 0.20 PLANO DE ESTRUCTURAS PLANO DE CIMENTACION Y ALIGERADO 5 5 5 5 5 5 5 P-0.80x2.10 P-0.75x2.10 SS.HH. DORMITORIO P-0.90x2.10 HALL SS.HH. P-0.75x2.10 P-0.90x2.10 DORMITORIO DORMITORIO P-0.90x2.10 COMEDOR SALA HALL COCINA SEGUNDO NIVEL ESTUDIO SS.HH. P-0.75x2.10 DORMITORIO CAR-PORT DORMITORIO ESTUDIO HALL JARDIN PRIMER NIVEL P-0.80x2.10 P-0.90x2.10 P-0.75x2.10 SS.HH. P-0.90x2.10 P-1.00x2.10 JARDIN P-2.50x2.10 P-2.50x2.10 5 5 5 5 5 5 5 5 5 P-0.90x2.10 P-0.90x2.10 P-0.90x2.10 COCINA SALA PATIO COMEDOR P-0.80x2.10 TERCER NIVEL P-0.90x2.10 1 2 3 4 5 6 7 8 P-0.90x2.10 5 5 5 5 5 5 5 ESTAR P-1.00x2.10 INGRESO PASILLO P-1.00x2.10 P-1.00x2.10 DORMITORIO SS.HH. P-0.75x2.10 DORMITORIO P-0.90x2.10 HALL P-0.90x2.10 DORMITORIO SS.HH. P-0.75x2.10 COMEDOR HALL ESTUDIO P-0.80x2.10 P-1.00x2.10 COCINA SALA P-0.80x2.10 CL. 5 5 5 5 5 1.50 1.70 1.00 V 1.40 1.90 1.10 V 1.50 1.15 1.00 V 1.00 2.00 1.50 V 1.00 2.25 1.50 V 0.40 0.80 2.10 V 1.50 1.30 1.00 V 1.50 1.70 1.00 V 0.40 1.25 2.10 V 0.40 1.25 2.10 V 1.50 1.70 1.00 V 1.50 1.70 1.00 V 0.40 1.20 2.10 V 1.50 1.50 1.00 V 1.00 2.25 1.50 V 1.50 1.50 1.00 V 1.50 1.50 1.00 V 1.50 0.50 1.00 V 1.50 2.15 1.00 V 1.50 1.70 1.00 V 0.40 1.25 2.10 V 1.50 1.70 1.00 V 1.50 1.70 1.00 V 1.50 1.50 1.00 V 0.40 1.20 2.10 V 1.50 1.50 1.00 V 1.50 0.50 1.00 V 1.50 1.50 1.00 V 1.50 2.15 1.00 V B A B A B B A A B B A A 5 5 5 5 NPT +10.00 NPT +10.00 NPT +10.00 NPT +10.00 PLANO DE ARQUITECTURA FACHADA NPT +0.15 ESTUDIO S.H INGRESO VEREDA JARDIN NPT ±\fSwis721 Lt BT|b0|i0|c0|p34;0.00 DORMITORIO NPT +0.15 NPT +0.15 C.L. NPT +0.20 NPT -\fSwis721 Lt BT|b0|i0|c0|p34;0.15 JARDIN NPT ±\fSwis721 Lt BT|b0|i0|c0|p34;0.05 NPT ±\fSwis721 Lt BT|b0|i0|c0|p34;0.00 NPT +2.90 C.L. NPT +5.60 C.L. AZOTEA 5 5 2.50 5 2.50 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 NPT +2.85 DORMITORIO NPT +5.55 DORMITORIO NPT +2.85 NPT +5.55 NPT +2.85 NPT +5.55 AZOTEA ESTUDIO ESTUDIO NPT +0.15 HALL HALL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT +0.15 NPT +2.85 NPT +5.55 AZOTEA S.H COMEDOR S.H NPT +2.85 ESTAR NPT +5.55 PAZADISO NPT ±\fSwis721 Lt BT|b0|i0|c0|p34;0.00 NPT ±\fSwis721 Lt BT|b0|i0|c0|p34;0.00 NPT ±\fSwis721 Lt BT|b0|i0|c0|p34;0.00 NPT +2.85 NPT +2.65 NPT +5.55 NPT +8.25 NPT +9.25 NPT +5.35 NPT +8.05 NPT +10.25 NPT +9.35 NPT +8.95 NPT +8.65 NPT +9.25 NPT +8.05 NPT +5.35 NPT +8.25 NPT +5.55 NPT +2.65 NPT +2.85 NPT +4.15 NPT +3.70 NPT +0.50 NPT +3.45 NPT +3.10 CORTE TRANSVERSAL B - B' CORTE LONGITUDINAL A - A' 5 5 5 CORTES Y ELEVACIONES ESTAR ESTUDIO COCINA HALL SALA COMEDOR DORMITORIO DORMITORIO SS.HH. HALL DORMITORIO SS.HH. 3º PISO 2º PISO 1º PISO SS.HH. DORMITORIO HALL SS.HH. DORMITORIO DORMITORIO COMEDOR SALA HALL COCINA ESTUDIO 8 7 6 5 4 3 2 1 COMEDOR PATIO SALA COCINA JARDIN SS.HH. JARDIN HALL ESTUDIO DORMITORIO GARAJE DORMITORIO SS.HH. VALVULA CHECK 0.10 TAPA DE CONCRETO INGRESO DE AGUA d 1" SUBE IMPULSION VALVULA CHECK 0.50 0.10 0.10 0.60 0.80 0.10 0.10 0.10 TAPA DE CONCRETO 0.10 0.70 ESC. 1/25 NIVEL DE ARRANQUE 0.50 0.15 SUCCION d 3/4" VALVULA DE PIE NIVEL DE PARADA 0.30 2.00 0.10 IMPULSION d 1" SUCCION d 3/4" ELECTROBOMBA 1/2 HP 0.10 0.80 0.40 0.15 0.05 0.10 1.10 0.50 1.60 0.15 0.25 P= 1 % DETALLE DE CISTERNA AUTOMATICO CAP. 4.00 m3 (2.00 x 1.50 x 1.60) DE LA RED PUBLICA M SUBE VENTILACION d 2" SIMBOLO M TEE TEE CON SUBIDA TEE CON BAJADA GRIFO DE RIEGO CODO DE 90 L E Y E N D A - A G U A NOMBRE CRUCE DE TUBERIA SIN CONEXION TUBERIA AGUA FRIA PVC d1/2" - d3/4" VALVULA DE INTERRUPCION TUBERIA AGUA CALIENTE PVC d1/2" - d3/4" CODO DE 90 BAJA CODO DE 90 SUBE MEDIDOR DE AGUA LLEGA MONTANTE d 4" SIMBOLO REGISTRO d4" SUMIDERO d2" CODO DE 45 CODO DE 90 TEE RECTA REDUCCION NOMBRE L E Y E N D A - D E S A G U E TUBERIA DESAGUE PVC TUBERIA DE VENTILACION PVC "Y" SANITARIA SIMPLE CAJA 0.30 x 0.60 "Y" SANITARIA DOBLE C.R.= 12" x 24" C.T.= +0.00 C.F. = -0.60 CISTERNA V = 4m³ C.R.= 12" x 24" C.T.= +0.05 C.F. = -0.35 C.R.= 12" x 24" C.T.= +0.15 C.F. = -0.40 C.R.= 12" x 24" C.T.= +0.05 C.F. = -0.55 d 2" VIENE Y BAJA MONTANTE d 4" d 2" VIENE Y BAJA MONTANTE d 4" VIENE Y BAJA MONTANTE d 2" LLEGA MONTANTE d 4" LLEGA MONTANTE d 2" SUBE VENTILACION d 2" SUBE VENTILACION d 2" Y BAJA MONTANTE SUBE VENTILACION d 2" Y BAJA MONTANTE SUBE VENTILACION d 2" Y BAJA MONTANTE d 1/2" SUBE TUB. IMPULSION d 3/4" SUBE TUB. IMPULSION d 3/4" LLEGA Y BAJA TUB. DE DISTRIBUCION d 1/2" LLEGA TUB. DE DISTRIBUCION d 1/2" LLEGA TUB. DE DISTRIBUCION d 1/2" LLEGA Y BAJA TUB. DE DISTRIBUCION d 1/2" LLEGA TUB. DE DISTRIBUCION d 1/2" d 4" d 2" d 4" d 2" d 2" d 4" d 4" d 2" d 4" d 2" S % 1.5 d 4" d 4" S % 1.5 d 2" d 4" S % 1.5 d 2" d 4" d 2" d 4" d 2" 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 1/2" SUBE VENTILACION d 2" SUBE VENTILACION d 2" SUBE VENTILACION d 2" SUBE VENTILACION d 2" PLANO DE INSTALACIONES SANITARIAS SS.HH. DORMITORIO GARAJE DORMITORIO ESTUDIO HALL JARDIN SS.HH. JARDIN COCINA SALA TERRAZA COMEDOR 1 2 3 4 5 6 7 8 ESTUDIO COCINA HALL SALA COMEDOR DORMITORIO DORMITORIO SS.HH. HALL DORMITORIO SS.HH. RED PUBLICA ACOMETIDA HIDRANDINA CABLE NYY - 2x1x6mm² TUBO Fº Gºd 25mm. q p m TG-1 TG-SG 1.80m CIRCUITO DE POZO PUESTA A TIERRA CIRCUITO DE TIMBRE PISO PARED H. DE MONTAJE SALIDA PARA TV - CABLE TOMACORRIENTE MONOFASICO SIMPLE - DOBLE COCINA/BAÑO INTERRUPTOR CONMUTACION DOBLE SALIDA PARA TELEFONO INTERRUPTOR CONMUTACION SIMPLE PARED INTERRUPTOR SIMPLE PARED TOMACORRIENTE MONOFASICO SIMPLE/DOBLE SPOT ADOSABLE CON 2 LAMP. AHORRADORAS DE 2x26W TIPO DICROICOS BRAQUETE PARED SIMBOLO DESCRIPCION CAJA PORTAMEDIDOR DE ENERGIA EXISTENTE TABLERO GENERAL 1.40m 1.40m 1.40m 0.40m 1.50m. 0.60m. CAJA METALICA CUADRADA DE PASO 4"x4"x4" CENTRO DE LUZ TECHO 1.80m c,d INTERRUPTOR DOBLE PARED 1.40m c c (x,y) CIRCUITO DE ILUMINACION PISO PARED CIRCUITO DE TOMACORRIENTES PISO PARED CIRCUITO DE THERMA PISO PARED CIRCUITO DE ALIMENTACION PISO PARED p CAJA METALICA OCTOGONAL DE PASO I SALIDA PARA INTERCOMUNICADOR PRINCIPAL Y ANEXO PULSADOR PARA INTERCOMUNICADOR 2 2 TOMACORRIENTE MONOFASICO SIMPLE PARA CAMPANA EXTRACTORA / THERMA 1.20m INTERRUPTOR TERMOMAGNETICO 10KA-24W M SALIDA PARA ELECTROBOMBA CIRCUITO DE TELEFONO PISO PARED CIRCUITO DE ANTENA DE TV-CABLE PISO PARED CIRCUITO DE ELECTROBOMBA PISO PARED CIRCUITO DE INTERCOMUNICADOR PISO PARED 1.40m 0.40m 0.40m 0.40m 1.40m 0.40m INTERRUPTOR DIFERENCIAL 25A-30mmA TG-2 SUBE 2(2x6+1x4mm²) 50mmd PVC SAP HASTA 2º Y 3º PISO A TG-2 y TG-3 2x6+1x4mm²-25mm d PVC - SAP p p c SUBE 2x4+1x4mm² 25mmd PVC SAP HASTA 2º PISO a p a c p c d c b b c b d SUBE 3x2.5mm² 25mmd PVC SAP SUBE 3x2.5mm² 25mmd PVC SAP SUBE 2x4+1x4mm² 25mmd PVC SAP HASTA 3º PISO VIENE 3x2.5mm² 25mmd PVC SAP VIENE 2x4+1x4mm² 25mmd PVC SAP HASTA 2º PISO BANCO DE MEDIDORES (VER DETALLE) p a,b,c a b b c c p I INTERCOMUNICADORES 35mmØ-PVC-SAP SUBE INTERC. 25mmd PVC SAP HASTA 2º Y 3ºPISO LLEGA INTERC. 25mmd PVC SAP SUBE A 3º PISO 1º PISO 2º PISO 3º PISO 35mmØ-PVC-SAP LLEGA DE AZOTEA DWT 1.02mmd (18AWG) 20\fSwis721 Ex BT|b0|i0|c0|p34;mmd\fSwis721 Ex BT|b0|i0|c0|p34; PVC SAP M 2x4+4mm²(T), 20mm PVC-SAP A ELECTROBOMBA C-1 C-2 C-3 m m p S p p n c n c h h h c m c m o o,p,q C-4 2x16mm²TW 15mm d PVC-SEL C-4 2 2 2 2 2 2 2 2x16mm²TW 15mm d PVC-SEL TH S Sd C-3 TH Sd C-3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 C-1 C-2 2 2 2 2 2 2 2 m c m S 2 q 2 p m C-1 m 2 2 o o,p,q 2 2 2 2 2 2 S 2 c m C-2 100% 36.40 HIDROSTAL 3,840.00 80 04 THERMAS - 1200 restantes - 0.35 restantes - 0.35 2,167.65 DEMANDA CARGA MAXIMA (W) 2,173.95 182.00 Primeros 2,000-100% restantes - 0.35 (W/m2) UNITARIA 25 25 25 5 AREA DESCRIPCION DE FACTORES (m2) 99.16 99.88 TECHADA AMBIENTES 01 VIVIENDA AREA COMUN + HALL ESCALERAS 01 ELECTROBOMBA 1.5 HP POSICION PRIMER PISO SEGUNDO PISO TERCER PISO EN TODOS LOS PISOS CARGAS ESPECIALES DEMANDA MAXIMA = 11,571.25 W CALCULADO SEGUN TABLAS (3-IV) DEL TOMO V 1ra PARTE DEL CNE VIGENTE DE ACUERDO A TABLAS DE CONDUCTORES ESCOGEMOS: CABLE NYY-1KV-3x1x16mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² \fSwis721 Ex BT|b0|i0|c0|p34;(FASES)+1x16mm²(NEUTRO) LA CAPACIDAD MAXIMA DEL CONDUCTOR ENTERRADO ES 127 A. - CATALAGO DE INDECO.\fSwis721 LtEx BT|b0|i0|c0|p32; \fSwis721 Ex BT|b0|i0|c0|p34; PROTECCION: INTERRUPTOR TERMOMAGNETICO 30x80 AMP. EN CAJA F-1 CON DIFERENCIAL INCORPORADO, SEGUN COMO SOLICITA HIDRANDINA S.A. COMFORME A LA NORMA IEC-947-2. LOS TABLEROS SERAN PARA EMPOTRAR DE CAJA PUERTA CON TIRADOR METALICO. LOS CONDUCTORES SERAN DE ALAMBRE UNIPOLAR DE COBRE ELECTRICO DE 99% DE CONDUCTIBILIDAD CON AISLAMIENTO TERMOPLASTICO DE TIPO TW CON CALIBRE EM mm\C256;². LOS CONDUCTORES DE CALIBRE MINIMO A EMPLEARSE SERAN DE 2.50mm² SALVO INDICACION CONTRARIA. LAS TUBERIAS SERAN DE CLORURO DE POLIVILINO DEL TIPO PESADO DE 15mm MINIMO SALVO INDICACION CONTRARIA. LAS CAJAS DE PASO,SALIDAS DE INTERRIPTORES, SERAN DE FIERRO GALVANIZADO, CLASE LIVIANO O PESADO. LAS OREJAS PARA LA FIJACION DE LOS ACCESORIOS ESTARAN MECANICAMENTE ASEGURADAS A LAS CAJAS, NO SE ACEPTAN OREJAS SOLDADAS. LOS ACCESORIOS PARA LA SALIDA, TALES COMO INTERRUPTORES, TOMACORRIENTES, PULSADORES SERAN SIMILARES A LA SERIE DOMINO DE TICINO, CON PLACA DE BAKELITA. PARA LOS ACCESORIOS Y DETALLES NO ESPECIFICADOS SE TOMARAN LOS INDICADOS POR EL CODIGO ELECTRICO DEL PERU, ULTIMA EDICION. 2x4+4mm2(T),20mm PVC-SAP, ELECTROBOMBA KWH 2x4+4mm2(T),25mm PVC-SAP,TOMACORRIENTE 2x4+4mm2(T),25mm PVC-SAP,ILUMINACION 1x4mm2(TW) 2x6+4mm2(T),25mm PVC-SAP 2x15A 2x15A 2x15A C-3 220V-1Ø 2x30A C-1 C-2 2x4+4mm2(T),20mm PVC-SAP,THERMA 2x15A C-4 KWH 2x1.5+4mm2(T),20mm PVC-SAP,TIMBRE 2x4+4mm2(T),25mm PVC-SAP,TOMACORRIENTE 2x4+4mm2(T),25mm PVC-SAP,ILUMINACION 1x4mm2(TW) 2x6+4mm2(T),25mm PVC-SAP 2x15A 2x15A 2x15A C-3 220V-1Ø 2x40A C-1 C-2 ACOMETIDA HIDRANDINA CABLE NYY-2x1x6mm\fSwis721 LtEx BT|b0|i0|c0|p32;² PVC Fº Gº d 25mm. TANQUE ELEVADO AZOTEA TERCER PISO SEGUNDO PISO TOMACORRIENTE 2x2.5+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 20mm - PVC SAP ALUMBRADO 2x2.5+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 20mm - PVC SAP RESERVA THERMA 2x2.5+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 20mm - PVC SAP 2x15A C-1 2x15A C-2 2x30A 2x4.0+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 25mm - PVC SAP 2x15A C-3 TG-301 DEPA. 301 2(2x4.0+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;² (N)) 35mm - PVC SAP DEPA. 201 TG-201 C-3 2x15A 2x4.0+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 25mm - PVC SAP 2x30A C-2 2x15A C-1 2x15A THERMA 2x2.5+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 20mm - PVC SAP RESERVA ALUMBRADO 2x2.5+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 20mm - PVC SAP TOMACORRIENTE 2x2.5+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 20mm - PVC SAP 101 301 201 SG 1x16mm\fSwis721 LtEx BT|b0|i0|c0|p32;² BANCO DE MEDIDORES SISTEMA PARA POZO DE PUESTA A TIERRA 8( 2x4.0+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;² (N) ) 35mm - PVC SAP 4(2x4.0+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;² (N)) 35mm - PVC SAP PRIMER PISO 2x30A 2x4.0+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 25mm - PVC SAP TG-101 C-6 2x15A C-4 2x15A C-3 2x15A C-2 2x15A C-1 RESERVA TIMBRE 2x1.5+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 20mm - PVC SAP COCINA ELECTRICA 2x3.0+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 20mm - PVC SAP TOMACORRIENTE 2x2.5+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 20mm - PVC SAP ALUMBRADO 2x2.5+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 20mm - PVC SAP ELECTROBOMBA 1.5 HP 2x4.0+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 25mm - PVC SAP 10"x10"x4" 2x40A C-4 C-3 2x15A C-2 2x15A C-1 2x15A IT RESERVA ELECTROBOMBA 2x2.5+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 20mm - PVC SAP TOMACORRIENTE 2x2.5+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 20mm - PVC SAP ALUMBRADO 2x2.5+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 20mm - PVC SAP TG-SG DEPA. 101 1.80 min. 4(2x6+1x4mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;²(T) )-50mmd-PVC SAP TG-101 PRIMER PISO TG-SG 8(2x6+1x4mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;²(T) )-50mmd-PVC SAP BANCO DE MEDIDORES SISTEMA PARA POZO DE PUESTA A TIERRA HIDRANDINA S.A. 380/220V 3\fSwis721 LtEx BT|b0|i0|c0|p32;d. 3x1x16mm\fSwis721 LtEx BT|b0|i0|c0|p32;² NYY-1KV 1x16mm² NYY-1KV. 40mmd PVC-SAP 2x6+1x4mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;²(T)-25mmd-PVC SAP 2x6+1x4mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;²(T)-25mmd-PVC SAP 4(2x6+1x4mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;²(T) )-50mmd-PVC SAP 2x6+1x4mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;²(T)-25mmd-PVC SAP TG-202 2(2x6+1x4mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;²(T) ) 50mmd-PVC SAP SEGUNDO PISO TERCER PISO AZOTEA TG-302 2x6+1x4mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;²(T)-25mmd-PVC SAP CISTERNA ELECTROBOMBA 2x6+1x4mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;²(T)-25mmd-PVC SAP PRIMER PISO TG-SG C-3 2x4+1x4mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;²-25mmd-PVC SAP 2x4+1x4mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;²-25mmd-PVC SAP 10"x10"x4" 2x4+1x4mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;²-25mmd-PVC SAP 2x4+1x4mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;²-25mmd-PVC SAP TANQUE ELEVADO SEGUNDO PISO TERCER PISO AZOTEA THERMA 2x2.5+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 20mm - PVC SAP C-5 2x15A 2x15A 2x15A TIMBRE 2x1.5+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 20mm - PVC SAP C-4 C-5 TIMBRE 2x1.5+2.5mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (N) 20mm - PVC SAP C-4 C-5 0.44 1.10 0.40 0.60 0.44 0.18 0.18 0.18 SG 101 301 201 PVC-SAP 25mmd- CABLE 1x16mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² Cu,DESNUDO T.B. VIENE DESDE PUESTA A TIERRA. F-1 01 VIVIENDA 01 VIVIENDA Y AZOTEA 99.16 DEMANDA % FACTOR DE 3 x 10mm2 + 1 x 10mm2 (N) - 35mm d + 1x16mm2 L.T.PVC - SAP SECCION DEL ALIMENTADOR PRINCIPAL INTERRUPTOR TERMONAGNETICO DIFERENCIAL 3x20A- 240V-65KA SELECCION DEL INTERRUPTOR PRINCIPAL NOTA: SE HA SOBREDIMENCIONADO EL ALIMENTADOR POR UNA POSIBLE FUTURA AMPLIACION MD = 11,571.25w. V = 380v. Cos Ø = 0.9 I = MD \U+221A\fSwis721 Ex BT|b0|i0|c0|p34;\H0.6071x;3\H1.647x;V cos d I = 19.56A ID = 1.25 I ID = 1.25 (19.56A) ID = 24.45 A CALCULO DE MAXIMA DEMANDA ESPECIFICACIONES TECNICAS LEYENDA BANCO DE MEDIDORES DIAGRAMA TIPICA DE MONTANTE ELECTROBOMBA DIAGRAMA TIPICA DE MONTANTE DE ALIMENTADORES DIAGRAMA TIPICA DE MONTANTE TELEFONOS EXTERMOS DIAGRAMA UNIFILAR S VIENE 2(2x6+1x4mm²) Y 50mmd PVC SAP LLEGA 2(2x6+1x4mm²) Y SUBE 1(2x6+1x4mm²) 50mmd PVC SAP HASTA 3º PISO BAJA A 1º PISO DWT 1.02mmd (18AWG) 20mmd PVC SAP LLEGA DE AZOTEA DWT 1.02mmd (18AWG) 35mmd PVC SAP BAJA A 1º PISO 20mmd PVC SAP LLEGA DE AZOTEA 20mmd PVC SAP LLEGA DE AZOTEA 20mmd PVC SAP INTENSIDAD NOMINAL INTENSIDAD DE DISEÑO DIAGRAMA TIPICA DE MONTANTE TV - CABLE 3x(DWT 1.02mmd (18AWG) - 20mmd-PVC-SAP 0.60x0.30x0.15m AZOTEA TERCER PISO SEGUNDO PISO PRIMER PISO 20mmd-PVC-SAP 3(20mmd-PVC-SAP) 20mmd-PVC-SAP 20mmd-PVC-SAP VIENE DE RED PUBLICA TV - CABLE DEPA. 301 DEPA. 301 DEPA. 301 20mmd-PVC-SAP DEPA. 301 DEPA. 301 DEPA. 301 DEPA. 201 DEPA. 201 DEPA. 201 DEPA. 201 20mmd-PVC-SAP DEPA.101 DEPA. 101 DEPA. 101 2(20mmd-PVC-SAP) 2(20mmd-PVC-SAP) 20mmd-PVC-SAP VIENE DE RED PUBLICA TELEFONICA 20mmd-PVC-SAP 3(20mmd-PVC-SAP) 20mmd-PVC-SAP PRIMER PISO SEGUNDO PISO TERCER PISO AZOTEA 0.60x0.30x0.15m 3x(DWT 1.02mmd (18AWG) - 20mmd-PVC-SAP DEPA. 301 DEPA. 301 DEPA. 301 DEPA. 201 DEPA. 201 DEPA. 201 20mmd-PVC-SAP DEPA. 101 DEPA. 101 DEPA. 101 20mmd-PVC-SAP PVC-SAP 40mmd- CABLE CAI-5-1KV-3x1x16mm\fSwis721 LtEx BT|b0|i0|c0|p32;\C256;² (FASES)+1x16mm²(NEUTRO) TABLERO GENERAL 101/201/301 TABLERO DE DISTRIBUCION: SERVICIOS GENERALES LLEGA DE AZOTEA 20mmd PVC SAP BAJA A 2º Y 1º PISO 20mmd PVC SAP LLEGA DE AZOTEA DWT 1.02mmd (18AWG) 35mmd PVC SAP BAJA A 2º y 1º PISO DWT 1.02mmd (18AWG) 20mmd PVC SAP LLEGA 2x6+1x4mm² Y 50mmd PVC SAP S C-2 m c 2 S 2 2 2 2 2 2 o,p,q o 2 2 m C-1 m p 2 q 2 S m c m 2 2 2 2 2 2 C-3 Sd TH 2x16mm²TW 15mm d PVC-SEL 2 2 2 C-4 LLEGA INTERC. 25mmd PVC SAP VIENE 2x4+1x4mm² 25mmd PVC SAP HASTA 2º PISO VIENE 3x2.5mm² 25mmd PVC SAP SUBE 2x4+1x4mm² 25mmd PVC SAP HASTA 3º PISO SUBE 3x2.5mm² 25mmd PVC SAP d b c b b c d c p c a p TG-3 SS.HH. DORMITORIO HALL SS.HH. DORMITORIO DORMITORIO COMEDOR SALA HALL COCINA ESTUDIO ESTAR 2,167.65 1,041.00 1,041.00 PLANO DE INSTALACIONES ELECTRICAS PLANO DE INSTALACIONES ELECTRICAS

Language	Spanish
Drawing Type	Block
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Plastic, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park, Deck / Patio, Garage
Tags	apartamento, apartment, apartments, appartement, aufenthalt, autocad, block, casa, chalet, dwelling unit, DWG, entrances, haus, homes, house, includes, logement, maison, residên, residence, separate, triple, triplex, unidade de moradia, villa, wohnung, wohnung einheit