Houses DWG Plan for AutoCAD

Houses DWG Plan for AutoCAD

Single Family with health plans detail the structures and architecture with its sections and elevations

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

made by coco, s. r. l., general, contractors, urbal, fund mivivienda, project :, owner :, sheet :, prof. responsible :, scale :, date :, plane number :, specified, see plant, jagged mooring, pvc pipe stile – drain, slab, brick wall, dining room, kitchen, sshh, study, hall, carport, entrance, service yard , garden, living room, breakfast room, ceiling projection, empty projection, master bedroom, second, storage, ironing room, terrace, glass block projection, duct projection, beam projection, laundry, patio, service bathroom, living room, metal grating, beam projection, skylight projection, main lift, music room, final roof, cut aa, bb cut, floor, first, third, roof plan, walls is drywall, lightened detail, typical anchorage of soleras, ø lightweight, dd cut, foundation, screed, level, column frame, beam anchoring, flat, banked, folded detail stirrups in columns or beams, beam or column ø, anchor columns in a foundation, foundation, nfp, sobrecimiento , transversal reinforcement of columns, rem tie of columns, beam or lightened, upper level, shoe detail, beam, cut cc, metallic column top, shoe without arming, and simple, double sanitary t, sanitary t, elbow, drain pipe, vent pipe, and double, dimension, cover, bottom, height, dimension, mailbox, register box, drain, threaded register, floor, symbol, description, male plug, t with drop, t with rise, tee, cross, pipe cold water, legend, irrigation tap, universal union, female plug, passage valve, pvc, ventilation, reduction, electric heater, water meter, hot water pipe cpvc, copmpuerta valve, reduction, no connection, pipe crossing , first floor, second floor, third floor, roof plant, det. of water outlets and drain in toilets, drain outlet, cold water outlet, alternative exit, on the floor, drain, exit for, exit, hot water outlet, cold water, detail of register boxes, berm, level of bottom, level of cover, half cane, to: public collector, of: public network, drain and water washer

Raw text data extracted from CAD file:

Hecho por coco \A1;3.38 \A1;3.83 \A1;5.20 \A1;3.65 \A1;3.30 \A1;1.30 \A1;3.25 S. R. L. GENERALES CONTRATISTAS URBAL Fondo MIVIVIENDA PROYECTO: PROPIETARIO: LÁMINA: PROF. RESPONSABLE: ESCALA: FECHA: Nº DE PLANO: \A1;0.15 \A1;2.80 \A1;0.15 \A1;4.75 \A1;0.15 \A1;0.70 \A1;0.10 \A1;0.65 \A1;0.63 \A1;1.07 \A1;2.45 \A1;0.70 \A1;3.05 \A1;0.40 \A1;1.70 \A1;1.20 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.95 \A1;0.67 \A1;1.30 \A1;2.18 \A1;1.80 \A1;0.35 \A1;0.50 \A1;0.78 \A1;2.05 \A1;0.65 \A1;1.80 \A1;0.65 \A1;1.44 \A1;3.10 \A1;0.30 \A1;0.08 \A1;0.61 \A1;0.08 \A1;4.70 \A1;0.00 \A1;3.45 \A1;0.00 \A1;3.75 \A1;0.15 \A1;1.20 \A1;0.15 \A1;3.70 \A1;0.15 \A1;5.45 \A1;2.20 \A1;1.10 \A1;0.70 \A1;0.60 \A1;0.65 \A1;0.67 \A1;1.20 \A1;0.40 \A1;2.32 \A1;1.48 \A1;0.15 \A1;2.55 \A1;0.35 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.30 \A1;2.30 \A1;4.70 \A1;2.25 \A1;0.50 \A1;3.25 \A1;3.83 \A1;4.87 \A1;3.98 \A1;3.38 \A1;16.23 \A1;12.85 \A1;0.25 \A1;8.45 \A1;0.15 \A1;1.00 \A1;0.15 \A1;2.68 \A1;0.15 \A1;1.65 \A1;2.50 \A1;0.95 \A1;3.10 \A1;0.15 \A1;0.39 \A1;0.60 \A1;0.80 \A1;0.60 \A1;0.15 \A1;3.15 \A1;0.15 \A1;1.15 \A1;0.15 \A1;3.10 \A1;0.15 \A1;2.50 \A1;2.17 \A1;1.00 \A1;3.30 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\A1;0.54 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;1.70 \A1;2.40 \A1;0.20 \A1;2.40 \A1;0.20 \A1;2.40 \A1;0.20 \A1;0.30 \A1;0.10 \A1;2.40 \A1;0.20 \A1;0.90 \A1;2.40 \A1;0.20 \A1;0.60 \A1;2.40 \A1;0.20 \A1;2.40 \A1;0.20 \A1;2.40 \A1;0.20 \A1;0.10 \A1;0.30 \A1;5.20 \A1;2.40 \A1;2.40 \A1;0.20 \A1;0.90 \A1;0.35 \A1;2.40 \A1;0.20 \A1;0.20 \A1;0.20 \A1;2.40 \A1;0.20 \A1;2.40 \A1;0.20 \A1;0.30 \A1;0.10 \A1;0.90 \A1;0.40 \A1;5.20 \A1;3.38 \A1;3.83 \A1;5.20 \A1;3.65 \A1;3.30 \A1;1.30 \A1;3.25 .90 .30 .90 .90 .90 .60 .60 .70 .80 .70 .80 .40 .40 .60 .60 .70 .70 1.10 .70 .40 .40 .90 .30 .90 .90 .90 .60 .70 .90 .30 .90 .30 .90 .70 .80 .40 .40 .70 .70 .40 .10 .15 .05 .30 .10 .05 .15 .05 .15 .20 .15 .20 .15 .20 .10 .10 .20 .25 .20 \A1;3.95 \A1;5.09 \A1;3.30 \A1;1.30 \A1;3.25 .40 .70 .90 .30 .90 .30 .90 .70 .80 .70 .70 .90 .70 .70 .70 \A1;3.38 .25 .20 .20 .40 .20 .40 .20 .40 .20 .40 .20 .25 .20 .25 .20 .40 .15 .50 .15 .50 .20 .20 .15 .50 .20 .15 .50 .20 .15 .70 .40 .95 .40 .70 .15 4.40 .15 .15 4.40 .15 .40 3.275 .25 3.125 .15 .15 .90 .40 .525 .40 .675 1.80 .50 .40 2.55 .725 .25 3.125 .15 .15 .90 .40 .525 .40 .675 2.30 .40 3.275 .15 .15 3.28 .15 .40 .40 .50 .90 .50 .50 .90 .50 .80 .80 .90 .50 .50 .90 .90 .50 .50 .60 1.10 1.10 .60 .50 .90 .90 .50 .90 .05 .05 .15 1.20 .15 .45 .55 .45 .15 .15 .15 .50 .05 .15 .15 .05 e e .25 .20 .20 .40 r ESPECIFICADO a ESPECIFICADO .50 Ver Planta Ver Planta .70 .10 .15 .15 .05 .05 1@.05, 4@.10 .05 .15 Rto. s/cuadro 1@.05, 4@.10 Rto. s/cuadro .15 .05 .25 .05 1@.05, 4@.10 Rto s/cuadro .15 .25 .15 Rto. @.25 Rto. @.25 .10 .20 .20 .30 .10 .20 .20 .30 .25 Ver Planta .05 .60 .25(Típico) .60 .08 Rto. s/cuadro 1@.05 4@.10 .08 .50 @.10 .10 .60 .50 .15 .30 .15 .40 .15 .20 .15 .15 .15 .20 .40 1.75 .15 .50 Ver Planta .70 .15 .25 .60 .50 .10 .90 .60 .90 .60 .90 .90 .60 .60 .60 .60 .60 .60 .60 .90 .60 .90 .60 .90 .90 .60 .60 .15 .15 .15 1.10 .70 .25 .20 .15 .15 .25 .25 .25 .25 .20 .25 .25 .60 .80 .60 \A1;3.30 \A1;1.30 \A1;3.25 \A1;5.20 \A1;3.30 \A1;1.30 \A1;3.25 1.20 1.40 7ø3/8" 6ø3/8" .40 .40 .30 .40 .45 .45 .50 .50 .50 .50 .45 .45 .40 .40 .45 .45 .40 .40 .40 .40 .40 .75 .30 .30 .40 .40 .45 .40 .40 .40 .40 .45 .40 .70 .70 .50 .40 .40 .80 .80 .40 .40 .40 \A1;3.30 \A1;1.30 \A1;1.30 \A1;3.25 \A1;3.38 \A1;3.83 \A1;4.87 \A1;3.98 \A1;3.38 \A1;3.83 \A1;3.65 \A1;3.30 \A1;1.30 \A1;3.25 \A1;3.38 \A1;3.83 \A1;3.65 \A1;0.40 \A1;0.40 \A1;0.05 \A1;0.05 2Ø8mm AMARRE DENTADO 2 AMARRES # 8 @3 HILADAS TUBO PVC MONTANTE - DESAGUE LOSA RELLENO CON CONCRETO DE F'C = 140 (NO USAR MORTERO) MURO LADRILLO LOSA -524.5835939743044 -524.5835939743044 -524.5835939743044 -524.5835939743044 \LDET. DE FALSA COLUMNA MONTANTES DESAGUE \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :S/E \A1;3.30 \A1;1.30 \A1;3.25 \A1;3.38 \A1;3.83 \A1;5.22 \A1;3.63 \A1;3.30 \A1;1.30 \A1;3.25 \A1;3.38 \A1;3.83 \A1;5.22 \A1;3.63 \A1;3.30 \A1;1.30 \A1;3.25 \A1;3.38 \A1;3.83 \A1;5.22 \A1;3.63 \A1;3.30 \A1;1.30 \A1;3.25 \A1;0.10 \A1;0.55 \A1;0.15 \A1;0.21 \A1;0.21 \A1;0.30 \A1;0.47 \A1;0.55 \A1;0.47 \A1;0.10 \A1;3.38 \A1;3.83 \A1;5.40 \A1;3.46 COMEDOR COCINA DORMITORIO 1 SSHH ESTUDIO HALL CARPORT INGRESO PATIO DE SERVICIO JARDIN JARDIN SALA A B C D A B C D 5 4 3 2 1 5 4 3 2' 1 N.P.T.= ± 0.00 N.P.T.= ± 0.00 N.P.T.= ± 0.00 N.P.T.= ± 0.00 N.P.T.= ± 0.00 N.P.T.= -0.15 N.P.T.= -0.30 N.P.T.= ± 0.00 N.P.T.=- 0.15 B B 5 5 5 5 5 5 5 5 5 5 5 5 DESAYUNADOR N.P.T.= ± 0.00 1 1 CP, 1 P sube 0.15 m 1 1 CP, 1 P sube 0.15 m M.-an:1.60, alt:2.40 M.-an:3.28, alt:2.40 V.-an:0.70, alt:1.80, alf:0.60 P.-an:0.70, alt:2.40 1 1 CP, 1 P sube 0.15 m N.P.T.=- 0.30 1 1 CP, 1 P sube 0.15 m 1 1 CP, 1 P sube 0.15 m N.P.T.= ± 0.00 5 5 5 5 5 5 5 5 5 5 5 V.-an:1.70, alt:1.80, alf:0.60 P.-an:0.90, alt:2.40 P.-an:0.80, alt:2.40 P.-an:0.90, alt:2.40 P.-an:1.00, alt:2.40 5 5 5 5 5 1 2 3 4 5 6 7 8 15 CP, 14 P sube 2.60 m 5 5 proyeccion de techo proyeccion de vacio 5 5 1 1 CP, 1 P sube 0.15 m 5 5 5 5 5 M.-an:1.80, alt:2.40 5 5 5 Muro bajo alf: 0.6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 M.-an:1.80, alt:2.40 V.-an:0.30, alt:2.40 5 5 5 5 5 5 5 5 5 5 an:0.40,alt:1.3,alf 0.40 an:0.40,alt:1.3,alf 0.40 an:0.40,alt:1.3,alf 0.4 5 5 5 5 5 5 5 5 proyeccion de vacio 5 5 5 5 2 2' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 sube 0.15 m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DORMITORIO 2 DORMITORIO PRINCIPAL SSHH N.P.T.= +2.60 N.P.T.= +2.60 N.P.T.= +2.60 N.P.T.= +2.60 N.P.T.= +2.60 N.P.T.= +2.60 N.P.T.= +2.60 M.-an:1.60, alt:2.40 M.-an:1.60, alt:2.40 5 5 5 5 5 5 5 5 5 P.-an:0.70, alt:2.40 M.-an:1.70, alt:2.4 5 5 5 M.-an:1.45, alt:2.40 V.-an:0.70, alt:1.80, alf:0.60 P.-an:0.90, alt:2.40 P.-an:0.80, alt:2.40 P.-an:0.90, alt:2.40 M.-an:2.18, alt:2.60 M.-an:0.36, alt:2.60 M.-an:0.36, alt:2.60 M.-an:1.80, alt:2.60 M.-an:2.18, alt:2.60 A B C D A B C D 5 4 3 2 1 5 4 3 2' 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 P.-an:0.90, alt:2.40 5 5 5 5 5 5 5 5 5 5 M.-an:1.80, alt:2.40 5 5 5 5 5 5 DORMITORIO 3 5 5 5 5 5 5 5 5 5 16 17 18 19 20 21 22 8 15 CP, 14 P sube 2.60 m 9 10 11 12 13 14 15 5 5 5 5 5 SEGUNDA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.P.T.= +2.60 SSHH baranda metalica h=0.90 baranda metalica h=0.90 baranda metalica h=0.90 baranda metalica h=0.90 baranda metalica h=0.90 DEPOSITO CUARTO DE PLANCHADO N.P.T.= +5.20 N.P.T.= +5.20 N.P.T.= +5.20 N.P.T.= +5.20 N.P.T.= +5.20 TERRAZA proyeccion vidrio block proyeccion de ducto proyeccion vidrio block A B C D A B C D 5 4 3 5 4 3 2' 1 B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 proyeccion de vigas N.P.T.= -0.30 N.P.T.= -0.30 LAVANDERIA N.P.T.= -0.30 PATIO BAÑO DE SERVICIO N.P.T.= +5.20 SSHH 5 5 5 M.-an:1.45, alt:2.40 V.-an:0.70, alt:1.80, alf:0.60 P.-an:0.90, alt:2.40 P.-an:0.80, alt:2.40 N.P.T.= +2.60 5 M.-an:1.60, alt:2.40 baranda metalica h=0.90 5 16 17 18 19 20 21 22 23 15 CP, 14 P sube 2.60 m 24 25 26 27 28 29 30 5 5 5 5 2 2' P.-an:0.70, alt:2.40 V.-an:0.70, alt:0.60, alf:1.80 P.-an:0.90, alt:2.40 P.-an:0.90, alt:2.40 ESTAR 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P.-an:0.90, alt:2.40 5 5 5 5 5 5 5 5 5 5 5 5 baranda metalica h=0.90 baranda metalica h=0.90 5 claraboya.- An: 0.30, larg:1.50, Alt:0.20 reja metalica puerta de garaje .- an:2.50, alt:2.40 P.-an:1.00, alt:2.40 proyeccion de vigas 2 A B C D A B C D 5 4 3 5 4 3 2' 5 5 5 5 5 5 5 5 5 5 5 5 5 2 proyeccion de vacio proyeccion de vacio proyeccion de viga proyeccion de claraboya claraboya.- An: 1.00, larg:3.90, Alt:0.20 5 P.-an:2.85, alt:2.40 proyeccion de viga 5 5 5 5 5 5 5 baranda metalica h=0.90 baranda metalica h=0.90 ELEVACION PRINCIPAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DORMITORIO 1 DORMITORIO 2 CUARTO DE PLANCHADO SSHH SSHH NPT +5.20 NPT +2.60 NPT +0.00 NPT +7.80 5 5 5 5 5 5 5 5 5 SALA DE MUSICA B B B B B SSHH 5 5 5 5 NPT +0.00 NPT +2.60 NPT +5.20 CARPORT NPT -0.30 JARDIN PATIO DE SERVICIO NPT -0.30 NPT -0.15 TECHO FINAL TECHO FINAL N.P.T.= +7.80 5 5 5 DORMITORIO 2 CUARTO DE PLANCHADO NPT +5.20 NPT +2.60 DORMITORIO 1 NPT +0.00 NPT +7.80 TECHO FINAL CORTE A-A CORTE B-B A A A A A A A A PLANTA PRIMERA PLANTA TERCERA PLANTA PLANO DE TECHOS M.-an:1.70, alt:2.4 muros es drywall muros es drywall 5 5 5 5 5 5 5 5 5 5 A B C D A B C D 5 4 3 2 1 5 4 3 2' 1 5 5 5 5 5 5 5 A C D A B C D 5 4 3 2 1 5 4 2' 1 3 B 5 5 5 5 5 5 5 ENCOFRADO PRIMER PISO \H0.8333x;s/c = 200 kg/m². ENCOFRADO SEGUNDO PISO \H0.8333x;s/c = 200 kg/m². 1ø3/8" 1ø3/8" 1ø3/8" 5 5 1ø1/2" 5 1ø3/8"@.20 1ø3/8" 1ø3/8" 1ø3/8" 5 5 5 5 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 5 5 1ø3/8" 1ø3/8" 1ø3/8" 5 5 1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20 1ø3/8" 1ø3/8"@.20 5 1ø3/8"@.20 5 1ø3/8"@.20 5 5 1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20 1ø3/8" 1ø3/8" 1ø3/8" 5 5 1ø3/8" 1ø3/8" 5 5 1ø1/2" 1ø3/8"@.20 1ø3/8"@.20 5 1ø3/8" 1ø1/2" 1ø3/8"@.20 5 Losa h = .20 Losa h = .20 Losa h = .20 Losa h = .20 SOLERA S-1 (.15x.20) VIGA V-1 (.40x.20) VIGA V-2 (.40x.20) (.25x.20) SOLERA S-2 (.15x.20) VIGA V-3 (.40x.20) VIGA V-4 (.25x.20) SOLERA S-1 (.15x.20) SOLERA S-2 (.15x.20) VIGA V-5 (.25x.20) 1ø3/8" 1ø3/8" 5 5 1ø1/2" 5 1ø3/8"@.20 1ø3/8" 1ø3/8" 1ø3/8" 5 5 5 1ø3/8" Losa h = .20 (.15x.20) VIGA V-8 (.25x.20) (.40x.20) VIGA V-2 (.40x.20) (.25x.20) VIGA V-3 (.40x.20) VIGA V-4 (.25x.20) SOLERA S-1 (.15x.20) VIGA V-9 (.40x.20) VIGA V-5 (.25x.20) 1ø3/8" 1ø1/2" 1ø3/8" 1ø3/8" 5 5 5 5 5 5 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 5 5 1ø3/8" 1ø3/8"@.20 5 1ø3/8"@.20 Losa h = .20 1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.20 5 1ø3/8" 1ø3/8" 1ø3/8" 5 5 1ø3/8"@.20 1ø3/8"@.20 5 Losa h = .20 Losa h = .20 SOLERA S-1 (.15x.20) (.25x.20) VIGA V-6 SOLERA S-2 (.15x.20) (.40x.20) VIGA V-7 SOLERA S-1 (.15x.20) SOLERA S-1 (.15x.20) SOLERA S-1 (.15x.20) (.40x.20) VIGA V-10 SOLERA S-1 (.15x.20) SOLERA S-1 (.15x.20) A A B B C C .10 DETALLE ALIGERADO .15 .05 .30 1ø1/4"@.25 .10 ANCLAJE TIPICO DE SOLERAS 5 5 5 5 ø1/4": 1@.05,4@.10,Rto.@.25 5 4ø3/8" 5 SOLERA S-1 (.15x.20) ø1/4": 1@.05,4@.10,Rto.@.25 5 4ø3/8" 5 SOLERA S-2 (.15x.20) ø1/4"@.20 CORTE A-A 5 2ø3/8" 5 CORTE B-B 1ø3/8" ø de aligerado 5 5 ø1/4": 1@.05,4@.10, 2@.15,Rto.@.20 5 4ø1/2" CORTE D-D 5 CIMENTACION A C D A B C D 4 3 2 4 2' 3 B 5 5 5 5 5 ENCOFRADO TERCER PISO \H0.8333x;s/c = 150 kg/m². 1ø3/8"@.20 5 1ø3/8"@.20 Losa h =.20 1ø3/8" 1ø1/2" 1ø3/8" 1ø3/8" 5 5 5 5 5 5 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 5 5 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8"@.20 1ø3/8" 1ø3/8" 1ø3/8" 5 5 5 5 1ø3/8" 1ø3/8" 1ø3/8" 5 5 VIGA V-12 (.15x.50) Inv. VIGA V-13 (.15x.50) Inv. VIGA V-14 (.25x.20) VIGA V-15 (.15x.50) Inv. VIGA V-16 (.25x.20) SOLERA S-1 (.15x.20) (.15x.50) Inv. VIGA V-18 (.25x.20) VIGA V-19 (.15x.50)inv. VIGA V-21 SOLERA S-1 (.15x.20) 5 5 SOLERA S-1 (.15x.20) VIGA V-11 (.25x.20) (.25x.20) VIGA V-17 (.40x.20) VIGA V-20 1ø3/8" 1ø3/8" Losa h = .20 ESPECIFICACIONES GENERALES f 'c=175 kg/cm² f y=4200 kg/cm² S/C= indicadas st =1.50 kg/cm² \LRECUBRIMIENTOS Columnas - Vigas =3.0cm Aligerado- Losas - Vigas chatas =2.0cm Zapatas =8.0cm \LESPECIFICACIONES PARA MUROS DE LADRILLO f 'm=65 kg/cm² Unidad de albañilería: Tipo Industrializado Tipo de mortero =1:4 (Cemento:Arena) SISMO Z=0.4 U =1.0 S=1.2 Tp=0.6s Sistema Estructural Sismorresistente : Dual. C =2.5 Hn =8.70 m Ct =45 T =0.19 R =7 Dúltimo nivel=0.88cm drelativo =0.0045 5 5 5 5 5 5 5 5 5 5 VIGA V-1,V-9 (.40x.20) ø1/4": 1@.05,4@.10,2@.15,Rto@.20 6ø1/2" 5 VIGA V-4,V-5,V-8,V-11,V-16 (.25x.20) 5 ø1/4": 1@.05,4@.10,2@.15,Rto@.20 5 5 4ø1/2" VIGA V-6,V-14,V-17 (.25x.20) ø1/4": 1@.05,4@.10,2@.15,Rto@.20 4ø1/2" 5 5 5 5 VIGA V-12 (.15x.50)Inv. ø1/4": 1@.05,4@.10,2@.15,Rto@.20 4ø1/2" 5 5 ø1/4": 1@.05,4@.10,2@.15,Rto@.20 4ø1/2" 5 5 VIGA V-13 (.15x.50)Inv. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA V-2 (.25x.20) (.40x.20) VIGA V-3 (.40x.20) VIGA V-7 (.40x.20) VIGA V-10 (.40x.20) VIGA V-18 (.15x.50)Inv. VIGA V-21 (.15x.50)Inv 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3ø1/2" 3ø1/2" 2ø1/2" 2ø1/2" 2ø1/2" 2ø1/2" 2ø1/2" 2ø1/2" 3ø5/8" 3ø5/8" 3ø5/8" 3ø5/8" 3ø5/8" 3ø5/8" 3ø5/8" 3ø5/8" 3ø5/8" 3ø5/8" 3ø5/8" 3ø5/8" 3ø5/8" 3ø5/8" 1ø1/2" 1ø1/2" 2ø1/2" 2ø1/2" 2ø1/2" 2ø1/2" 2ø1/2" 2ø1/2" 2ø1/2" 2ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 2ø1/2" 1ø1/2" 1ø1/2" 5 5 5 5 5 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" 1ø1/2" ø1/4": 1@.05,4@.10,2@.15,7@.20 ø1/4": 1@.05,3@.10 ø1/4": 1@.05,3@.10 ø1/4": 1@.05,3@.10 ø1/4": 1@.05,3@.10 ø1/4": 1@.05,3@.10 ø1/4": 1@.05,2@.10 ø1/4": 1@.05,4@.10 ø1/4": 1@.05,4@.10,2@.15,4@.20 ø1/4": 1@.05,4@.10,2@.15,4@.20 ø1/4": 1@.05,4@.10,2@.15,4@.20 ø1/4": 1@.05,4@.10,2@.15,4@.20 ø1/4": 1@.05,4@.10,2@.15,4@.20 ø1/4": 1@.05,4@.10,2@.15,4@.20 ø1/4": 1@.05,4@.10,2@.15,4@.20 ø1/4": 1@.05,4@.10,2@.15,3@.20 ø1/4": 1@.05,4@.10,2@.15,7@.20 5 5 3ø5/8" Solera Notas: \LPara el trazo de cimentación ver plano de Arquitectura \LLos números entre paréntesis indican la forma de distribución de fierros y estribos en columnas \LVer confinamiento de estribos en detalles: Anclaje, Refuerzo Transversal y Remate de columnas P-5 P-3 P-4 P-2 NIVEL P-1 1° 2° .15x.40 4ø1/2" []ø1/4"@.20 CUADRO DE COLUMNAS P-9 P-10 P-8 P-7 P-6 .15x.40 4ø1/2" []ø1/4"@.20 3° .25x.25 4ø5/8" []ø1/4"@.20 .15x.40 4ø5/8" []ø1/4"@.20 .15x.40 4ø1/2" []ø1/4"@.20 .15x.80 10ø1/2" 2 []ø1/4"@.20 (III) .15x.35 4ø1/2" []ø1/4"@.20 Ver Detalle 4ø5/8"+12ø1/2" 3[]ø1/4"@.20 (I) Ver Detalle 10ø1/2" 2[]ø1/4"@.20 (II) Ver Detalle 10ø1/2" 2[]ø1/4"@.20 (II) Ver Detalle 10ø1/2" 2[]ø1/4"@.20 (II) .15x.40 4ø1/2" []ø1/4"@.20 .15x.40 4ø1/2" []ø1/4"@.20 .15x.40 4ø5/8" []ø1/4"@.20 .15x.40 4ø5/8" []ø1/4"@.20 .15x.40 4ø1/2" []ø1/4"@.20 .15x.80 10ø1/2" 2 []ø1/4"@.20 (III) .15x.35 4ø1/2" []ø1/4"@.20 P-11 .15x.25 4ø3/8" []ø1/4"@.25 5 5 5 5 5 5 5 5 .15x.95 10ø1/2" 2 []ø1/4"@.20 (III) (I) (II) (III) 4ø5/8"+12ø1/2" 10ø 10ø 5 5 ø1/4": 1@.05,4@.10,2@.15,Rto@.20 4ø1/2" VIGA V-15 (.15x.50)Inv. 5 ANCLAJE DE VIGAS 5 5 CHATAS 5 e e e .20 3/8" ø PERALTADAS .35 .30 1/2" 5/8" 5 5 ø1/4": 1@.05,Rto@.10 4ø1/2" VIGA V-19 (.25x.20) 5 5 VIGA V-20 (.40x.20) ø1/4": 1@.05,4@.10,2@.15,Rto@.20 6ø1/2" DETALLE DOBLADO ESTRIBOS EN COLUMNAS O VIGAS 45° 45° r ESPECIFICADO a ESPECIFICADO ø DE VIGA O COLUMNA ø 1/4" 3/8" a r 2cm 3cm 8cm 13cm 5 Ver Planta Ver Planta CIMIENTO CONCRETO CICLOPEO 1:10+ 30% DE PIEDRA GRANDE 5 \LINTERIOR \LPERIMETRICO \LCIMIENTO CORRIDO 5 5 N.P.T. (NIVEL PISO TERMINADO) .10 5 SOBRECIMIENTO CONCRETO CICLOPEO 1:8+ 25% DE PIEDRA MEDIANA .15 5 ANCLAJE DE COLUMNAS EN CIMIENTO CORRIDO CIMIENTO .50 N.F.P. 1@.05,4@.10 Rto. s/cuadro 5 .15 .15 SOBRECIMIENTO 1@.05, 4@.10 5 5 REFUERZO TRANSVERSAL DE COLUMNAS Rto. s/cuadro 1@.05, 4@.10 Rto. s/cuadro 5 5 5 REMATE DE COLUMNAS 5 1@.05, 4@.10 Rto s/cuadro 5 5 Pa 5 COLUMNA Pa \H0.4x;(\H1.25x;Las columnas Pa estarán separadas con una junta de 2.5 cm. de cualquier elemento estructural. La junta se rellenará con tecknopor o similar). Rto. @.25 Rto. @.25 1 1 5 .20 .20 .30 4ø3/8" 5 .20 .20 VIGA o ALIGERADO 4ø3/8" .30 ø1/4": 1@.10,Rto.@.25 CORTE 1-1 5 4ø3/8" NIVEL SUPERIOR Ver Planta 5 5 N.F.P. <>(Típico) 5 b ø a .08 Rto. s/cuadro 1@.05 4@.10 .08 5 ø DETALLE DE ZAPATAS @.10 5 5 5 5 1° TRAMO 5 1ø3/8"@.20 1ø3/8"@.25 1ø3/8"@.20 5 5 5 5 2° - 4° TRAMO 1ø3/8"@.20 1ø3/8"@.20 1ø3/8"@.25 5 5 3° TRAMO 1ø3/8"@.20 1ø3/8"@.25 1ø3/8"@.20 5 5 5 Viga Solera 1ø3/8"@.20 1ø3/8"@.20 ESCALERA \H0.8333x;s/c = 300 kg/m². Ver Detalle 4ø5/8"+12ø1/2" 3[]ø1/4"@.20 (I) Ver Detalle 4ø5/8"+12ø1/2" 3[]ø1/4"@.20 (I) 2ø5/8" 2ø5/8" 5 5 5 Ver Planta 5 ø1/4": 1@.05,4@.10,Rto.@.25 4ø1/2" N.F.P. 5 CIMIENTO CORTE 1-1 5 5 5 ø1/4": 1@.05,4@.10,Rto.@.25 4ø1/2" VIGA VC-1 (.25x.50) 1ø3/8"@.20 1ø3/8"@.20 2ø5/8" 2ø5/8" PLACA-1 VIGA VC-1 5 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 5 5 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 5 5 5 5 5 5 5 5 5 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 5 5 .25x.25 4ø5/8" []ø1/4"@.20 .25x.25 4ø5/8" []ø1/4"@.20 SOBRECIMIENTO ARMADO CONCRETO f'c = 175 Kg/cm² 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 5 5 1ø3/8" 1ø3/8" 1ø3/8" 1ø3/8" 5 5 5 5 5 5 5 5 5 1ø3/8" 1ø3/8" 5 5 1ø3/8" 1ø3/8" D D D D 1ø3/8" Columna Metálica PM-1 ø1/4": 1@.05,Rto.@.10 5 4ø1/2" CORTE C-C 5 Plancha - 2 e= 3/8" 1/4" 1 1 2ø5/8" Soldados a la plancha REMATE DE COLUMNA METALICA .15 6"X6"X1/4" Relleno de concreto f'c= 175Kg/cm² 1/4" .15 .25 .25 .25 .25 CORTE 1-1 PLANCHA -2 (e=3/8") PLANCHA -1 (e=3/8") 5 1 1 2 2 5 5 5 Plancha -1 e= 3/8" 1/4" 5 ø 3/8" @ .25 4ø5/8" CORTE 2-2 5 Cimiento f 'c=175 kg/cm² ANCLAJE DE COLUMNA METALICA PM-1 A B C D 5 5 5 A B C D A B C D 5 4 3 2 1 5 5 5 5 5 5 5 P-1 P-2 P-3 P-3 P-3 Placa-1 P-3 P-3 P-3 P-3 P-4 P-6 P-6 P-7 P-7 P-6 P-6 P-6 P-3 P-3 P-8 P-9 P-11 P-10 P-11 P-11 P-11 P-11 P-11 P-11 P-11 P-11 P-11 P-3 P-5 h=.60 5 5 7ø3/8" 6ø3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Junta 2.5 cm. Típica Junta 2.5 cm. Típica Junta 2.5 cm. Típica P-3 (.25x.50) VIGA VC-1 5 5 h=.60 PM-1 Zapata sin armar 5 5 5 5 5 5 5 5 5 5 5 5 4 3 2´ 1 1ø3/8" SOLERA S-1 (.25x.20) VIGA V-6 1ø3/8" 1ø3/8"@.20 A B C D A B C D 5 4 3 2 1 5 4 3 2' 1 A C D A B C D 5 4 3 2 1 5 4 2' 1 3 A C D A B C D 5 4 3 2 1 5 4 2' 1 3 5 5 5 5 5 5 5 B B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A C D A B C D 5 4 3 2 1 5 4 2' 1 3 5 5 5 5 5 5 5 B Y SIMPLE T SANITARIA DOBLE T SANITARIA CODO 90º CON CODO CODO 45º TUBERIA DE DESAGUE TUBERIA DE VENTILACION Y DOBLE COTA COTA TAPA COTA FONDO COTA FONDO COTA TAPA COTA LLE DIMENSION BUZON CAJA DE REGISTRO SUMIDERO TRAMPA "P" TRAMPA "U" REGISTRO ROSCADO EN PISO SIMBOLO DESCRIPCION DESCRIPCION CODO DE 90º BAJA TAPON MACHO T CON BAJADA T CON SUBIDA TEE CODO DE 90º SUBE CODO DE 45º CODO DE 90º CRUZ TUBERIA DE AGUA FRIA SIMBOLO L E Y E N D A GRIFO DE RIEGO UNION UNIVERSAL TAPON HEMBRA VALVULA DE PASO PVC (macho) VENTILACION REDUCCION CALENTADOR ELECTRICO CE M MEDIDOR DE AGUA TUBERIA DE AGUA CALIENTE CPVC VALVULA DE COPMPUERTA REDUCION SIN CONEXION CRUCE DE TUBERIAS C D 5 4 3 2' D 3 3 2' 1 A B 5 1 N.T=+-.00=10"x20" N.F.=-.35 2 BAÑO-1 BAÑO-2 BAÑO-3 BAÑO-4 BAÑO-5 BAÑO-6 PRIMERA PLANTA SEGUNDA PLANTA TERCERA PLANTA PLANTA AZOTEA \LBAÑO-1 \LBAÑO-2 \LBAÑO-3 \LBAÑO-4 \LBAÑO-5 \LBAÑO-6 \LLAVADERO TERRAZA \LLAVADERO PATIO \LCOCINA Y SIMPLE T SANITARIA DOBLE T SANITARIA CODO 90º CON CODO CODO 45º TUBERIA DE DESAGUE TUBERIA DE VENTILACION Y DOBLE COTA COTA TAPA COTA FONDO COTA FONDO COTA TAPA COTA LLE DIMENSION BUZON CAJA DE REGISTRO SUMIDERO TRAMPA "P" TRAMPA "U" REGISTRO ROSCADO EN PISO SIMBOLO DESCRIPCION DESCRIPCION CODO DE 90º BAJA TAPON MACHO T CON BAJADA T CON SUBIDA TEE CODO DE 90º SUBE CODO DE 45º CODO DE 90º CRUZ TUBERIA DE AGUA FRIA SIMBOLO L E Y E N D A GRIFO DE RIEGO UNION UNIVERSAL TAPON HEMBRA VALVULA DE PASO PVC (macho) VENTILACION REDUCCION CALENTADOR ELECTRICO CE M MEDIDOR DE AGUA TUBERIA DE AGUA CALIENTE CPVC VALVULA DE COPMPUERTA REDUCION SIN CONEXION CRUCE DE TUBERIAS 0.10 DET. DE SALIDAS DE AGUA Y DESAGUE EN SANITARIOS 0.55 0.15 Salida de desague 0.21 0.21 Salida de agua fria 0.30 Alternativa se salida Salida de desague en el piso desague desague Salida para Salida de agua fria Salida de Salida para Salida de agua caliente S/E 0.47 0.55 0.47 0.10 Agua fria \LSECCION TIPICA DE CAJA \LPLANTA EXTERNA \LPLANTA INTERNA DETALLE DE CAJAS DE REGISTRO BERMA COTA DE FONDO COTA DE TAPA MEDIA CAÑA 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 3" SUMIDERO PLUVIAL: d 3" (TIPICO) V.V´:d 2" 3" SUMIDERO PLUVIAL: d 3" (TIPICO) PENDIENTE PLUVIAL S=1.0% (TIPICO) 3" SUMIDERO PLUVIAL: d 3" (TIPICO) B.D.P:d 3" 3" SUMIDERO PLUVIAL: d 3" (TIPICO) PENDIENTE PLUVIAL S=1.0% (TIPICO) PENDIENTE PLUVIAL S=1.0% (TIPICO) 4" 4" 4" CE CAP. 80Lts. A: COLECTOR PUBLICO DE: RED PUBLICA CAJA DE REGISTRO SEDAPAR d= .40 M 3/4" 3/4" 3/4" 3/4" 3/4" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" B.D.P:d 3" B.D.P:d 3" B.D.P:d 3" V.D.P:d 3" V.D.P:d 3" B.D.P:d 3" V.D.P:d 3" B.D.P:d 3" V.D.P:d 3" V.D.P:d 3" V.D.P:d 3" B.D.P:d 3" V.D.P:d 3" B.D.P:d 3" B.D:d 4" B.D:d 4" V.D:d 4" V.D:d 4" S.V´:d2" V.V´:d2" B.D:d 4" B.D:d 4" V.D:d 4" S.V´:d2" V.D:d 2" B.D:d 2" V.D:d 2" B.D:d 2" RED: 4">2" V.D:d 4" S.V´:d2" V.V´:d2" S.V´:d2" B.D:d 4" V.V´:d2" S.V´:d 2" 2" V.V´:d2" S.V´:d2" V.V´:d2" S.V´:d2" 2" V.V´:d2" V.V´:d2" V.V´:d2" S.V´:d2" V.V´:d2" S.V´:d2" 2" S.V´:d2" TRAMPA "P": d 2" TRAMPA "P": d 2" TRAMPA "P": d 2" TRAMPA "P": d 2" TRAMPA "P": d 2" TRAMPA "P": d 2" TRAMPA "P": d 2" TRAMPA "P": d 2" TRAMPA "P": d 2" TRAMPA "P": d 2" TRAMPA "P": d 2" TRAMPA "P": d 2" TRAMPA "P": d 2" V.D:d 4" 3" 3" L=10.80m S= 1.5% d 4" L=5.40m S= 2.0% d 4" N.T=+-.00=10"x20" N.F.=-.51 5 4 B V.V´:d2" V.V´:d2" V.A.C:d 1/2" S.A.F:d3/4" V.A.C:d 1/2" V.A.F:d3/4" B.A.C:d 1/2" S.A.F:d3/4" V.A.C:d 1/2" V.A.F:d3/4" B.A.C:d 1/2" S.A.F:d3/4" V.A.F:d3/4" B.A.C:d 1/2" 1/2" 1/2" 1/2" 1/2" V.D.P:d 3" B.D.P:d 3" V.D.P:d 3" B.D.P:d 3" 3" S.V´:d2" LAVADORA DESAGUE Y AGUA 2" 2" 2" TRAMPA "P": d 2" S.V´:d2" 2" 1/2" 2" 1/2" 1/2" COMEDOR COCINA DORMITORIO 1 SSHH ESTUDIO HALL CARPORT INGRESO PATIO DE SERVICIO JARDIN JARDIN SALA DESAYUNADOR M.-an:3.28, alt:2.40 DORMITORIO 2 DORMITORIO PRINCIPAL SSHH DORMITORIO 3 SSHH DEPOSITO TERRAZA LAVANDERIA PATIO BAÑO DE SERVICIO SSHH ESTAR SALA DE MUSICA TECHO FINAL

Language	Spanish
Drawing Type	Plan
Category	House
Additional Screenshots
File Type	dwg
Materials	Glass, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio
Tags	apartamento, apartment, appartement, architecture, aufenthalt, autocad, casa, chalet, DETAIL, dwelling unit, DWG, elevations, Family, haus, health, house, HOUSES, logement, maison, plan, plans, residên, residence, sections, single, structures, unidade de moradia, villa, wohnung, wohnung einheit