Apartment House Design Study, Multistorey DWG Plan for AutoCAD

Apartment House Design Study, Multistorey DWG Plan for AutoCAD

Complete plans, sections, elevations, structural, archetecture.

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

power, mute, apc, esc, capital, block, control, wake up, sleep, power, sup, end, av., start, insert, pant, block, pause, rollo, inter, pet SIS, impr, p, num, block, ins, sup, start, start, av. p, breakdown, start, intro, control, init, altgr, init, alt, rest, additional, rest, additional, free light, architecture, design:, drawing:, mononalros leonardo ronald houses, owner, Dept:, dist:, prov:, draft, flat:, date, scale, architect c.a.p., sheet:, responsible professional, cuts, January, single family Home, vila taipe gloria, structures, design:, drawing:, mononalros leonardo ronald houses, owner, Dept:, dist:, prov:, draft, flat:, date, scale, architect c.a.p., sheet:, responsible professional, lightened, January, single family Home, vila taipe gloria, parking lot, npt, garage, npt, store, npt, ss.hh, cimentacion plant, esc, Folding detail of stirrups, esc, Beam column, covering, covering, Beam column, According to picture, Typical joints of beams with columns, esc, of columns, According to picture, of columns, rest, indicated, shoe mesh, rec. free, indicated, indicated, shoe mesh, rec. free, According to column chart, n.f.p., hsc, rest, additional, typical shoe detail, esc, n.f.p., hsc, According to column chart, rest, additional, Typical joints of beams with columns, esc, According to picture, of columns, According to picture, overlap length, of columns, dimension, shoe box, kind, grill, unite, quantity, unite, unite, column box, quantity, steel stirrups, unite, confinement both ends, kind, dimension, unite, confinement both ends, corrugated, unite, confinement both ends, unite, confinement both ends, corrugated, corrugated, corrugated, Seismic separation joint cm., unite, confinement both ends, corrugated, unite, confinement both ends, smooth, cut, esc, n.f.c., n.t.n., Seismic separation joint cm., n.f.p., cut, esc, n.f.c., n.t.n., n.f.p., n.f.c., n.f.p., cut, esc, cut, esc, n.f.c., n.f.p, Technical specifications, concrete foundations run cyclopean, steel reinforcement fy, concrete f’c, more pg, concrete cyclopean, anchorage, indicated in the lightened planes, Minimum anchor lengths overlap, National building regulations, earthquake resistant design standards, technical building standards, construction design specifications, Characteristics of masonry, all the shoes have concrete f’c, The level of foundation will be saved unless indicated on the floor., for the foundation trace see the architectural plans., foundation note, thickness of mortar joints, mortar, observations, carrying capacity, ground, overloads, rooftop, stairs, rest, coatings, lightened stairs, beams columns, shoes, flat beams, concrete cyclopean, reinforced concrete, standardized: sand, min: cm, max cm, stirrups, overlaps, will be made with clay bricks from the area, constructive process: the masonry walls will be built according to, the details indicated in the corresponding sheets, are built after emptying the roof beams columns, of armors, poor concrete flooring, rec. free, plant, plant, rec. free, plant, rec. free, foundation, of stairs, n.f.c., n.p.t, n.

Raw text data extracted from CAD file:

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Dibujo: CASAS MONTIVEROS Leonardo Ronald Propietario Dpto: Dist: Prov: Proyecto Plano: Fecha ESCALA : ARQUITECTO C.A.P. 10336 Lamina: PROFESIONAL RESPONSABLE ALIGERADOS ENERO DEL 2009 VIVIENDA UNIFAMILIAR VILA TAIPE GLORIA 01 01 \A1;.30 \A1;4.05 \A1;.25 \A1;3.20 \A1;.25 \A1;3.20 \A1;.25 \A1;3.20 \A1;.25 \A1;2.90 \A1;4.50 \A1;4.35 \A1;2.38 \A1;3.45 \A1;3.45 \A1;3.45 \A1;3.15 \A1;4.50 \A1;4.35 \A1;14.30 \A1;.30 \A1;3.85 \A1;.30 \A1;2.55 \A1;.15 \A1;2.25 \A1;.25 \A1;.30 \A1;4.20 \A1;.30 \A1;4.05 \A1;.30 \A1;2.10 \A1;.25 \A1;4.50 \A1;4.35 \A1;2.38 \A1;12.20 \A1;.15 \A1;2.85 \A1;.15 \A1;1.50 \A1;.15 \A1;3.11 \A1;.15 \A1;.30 \A1;3.30 \A1;.40 \A1;2.00 \A1;.40 \A1;3.30 \A1;.30 \A1;3.65 \A1;2.40 \A1;3.65 \A1;10.00 \A1;.30 \A1;.15 \A1;1.35 \A1;.15 \A1;2.70 \A1;2.10 \A1;.40 \A1;2.45 \A1;.15 \A1;.29 \A1;.15 \A1;.85 \A1;.15 \A1;.50 \A1;.27 \A1;.08 \A1;.15 \A1;.20 \A1;.15 \A1;1.35 \A1;.15 \A1;.25 \A1;.25 \A1;.45 \A1;.15 \A1;.15 \A1;3.65 \A1;.20 \A1;2.00 \A1;.30 \A1;3.50 \A1;.20 \A1;2.00 \A1;.20 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\A1;.30 \A1;4.05 \A1;.30 \A1;2.10 \A1;.25 \A1;4.50 \A1;4.35 \A1;2.38 \A1;11.50 \A1;.15 \A1;3.45 \A1;.40 \A1;2.15 \A1;.15 \A1;.30 \A1;3.30 \A1;.40 \A1;2.00 \A1;.30 \A1;3.65 \A1;2.35 \A1;10.00 \A1;10.00 \A1;6.30 \A1;.15 \A1;4.35 \A1;.30 \A1;4.05 \A1;.15 \A1;2.65 \A1;.20 \A1;.15 \A1;3.65 \A1;.20 \A1;2.00 \A1;.30 \A1;3.50 \A1;.20 \A1;2.00 \A1;.20 \A1;3.75 \A1;2.20 \A1;6.80 \A1;.20 \A1;1.26 \A1;.30 \A1;4.20 \A1;.30 \A1;4.05 \A1;.30 \A1;4.20 \A1;.30 \A1;.30 \A1;2.10 \A1;.25 \A1;3.60 \A1;.15 \A1;.45 \A1;.30 \A1;.55 \A1;.15 \A1;1.83 \A1;1.26 \A1;2.18 \A1;2.87 \A1;3.15 \A1;.20 \A1;2.45 \A1;.40 \A1;1.60 \A1;.15 \A1;.50 \A1;.70 \A1;.45 \A1;1.40 \A1;4.20 \A1;.30 \A1;5.00 \A1;.20 \A1;2.50 \A1;.20 \A1;2.50 \A1;.20 \A1;20.30 \A1;3.92 \A1;1.50 \A1;.30 \A1;2.40 \A1;.30 \A1;.08 \A1;.90 \A1;.90 \A1;1.50 \A1;.90 \A1;.30 \A1;2.40 \A1;.30 \A1;1.50 \A1;.90 \A1;.30 \A1;1.60 \A1;2.50 \A1;.20 \A1;2.50 \A1;.20 \A1;2.50 \A1;.20 \A1;1.60 \A1;2.48 \A1;.17 \A1;.30 \A1;2.30 \A1;.20 \A1;2.50 \A1;.20 \A1;2.50 \A1;.20 \A1;21.35 \A1;2.40 \A1;1.50 \A1;.30 \A1;2.40 \A1;.30 \A1;.30 \A1;2.20 \A1;.90 \A1;1.50 \A1;.90 \A1;.30 \A1;2.40 \A1;.30 \A1;1.50 \A1;.90 \A1;.30 \A1;2.45 \A1;2.50 \A1;.20 \A1;2.50 \A1;.20 \A1;2.50 \A1;.20 \A1;2.48 \A1;.20 \A1;.20 \A1;2.50 \A1;.20 \A1;.17 \A1;2.50 \A1;2.30 \A1;3.00 ESTACIONAMIENTO NPT +- 0.00 GARAJE NPT +- 0.00 TIENDA NPT +- 0.00 SS.HH 01 02 03 04 05 06 07 08 09 11 10 12 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 5 5 5 A B C D 5 5 A B D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA DE CIMENTACION ESC 1/50 DETALLE DE DOBLADO DE ESTRIBOS ESC. 1/5 r 2 Cm 3 Cm COLUMNA O VIGA RECUBRIMIENTO 1/4" 3/8" d a 10 Cm 15 Cm RECUBRIMIENTO a r d COLUMNA O VIGA SEGUN CUADRO UNIONES TIPICAS DE VIGAS CON COLUMNAS (ESQUINA) ESC. 1/25 DE COLUMNAS SEGUN CUADRO DE COLUMNAS RESTO "S" d 3/8" @ 0.10 0.40 (TIP.) d 5/8" @ 0.20 A B INDICADO d 5/8" @ 0.20 ESC:1/25 MALLA DE ZAPATA 0.35 REC. LIBRE 0.075 d 5/8" @ 0.20 A INDICADO B INDICADO d 5/8" @ 0.20 ESC:1/25 MALLA DE ZAPATA 0.35 REC. LIBRE 0.075 Ø 5/8" @ 0.20 0.075 SEGUN CUADRO DE COLUMNAS 5 5 5 5 N.F.P. +- 0.00 (VARIABLE) 0.35 5 hSC h hC Ø 3/8" 1 @ 0.05, RESTO @ 0.10 Ø 3/8" @ 0.35 Adicionales 5 5 5 0.35 0.35 DETALLE TIPICO DE ZAPATA ESC. 1/25 5 N.F.P. +- 0.00 (VARIABLE) N.F.P. + 0.10 (VARIABLE) 5 5 Ø 5/8" @ 0.20 hSC h hC SEGUN CUADRO DE COLUMNAS Ø 3/8" 1 @ 0.05, RESTO @ 0.10 Ø 3/8" @ 0.35 Adicionales 5 5 5 A X B 5 A X B 5 UNIONES TIPICAS DE VIGAS CON COLUMNAS (INTERMEDIO) ESC. 1/25 .10 .05 SEGUN CUADRO DE COLUMNAS S d 3/8" @ 0.10 H/3 SEGUN CUADRO LONGITUD DE TRASLAPE Ø3/8" @ 0.15 H/3 DE COLUMNAS H/3 d 3/8" @ 0.10 0.40 (TIP.) .05 .05 .10 .10 .15 .15 .15 .10 .05 S .05 .05 .10 .10 .15 .15 .15 S S S .10 .05 S .05 .05 .10 .10 .15 .15 .15 .10 .05 S .05 .05 .10 .10 .15 .15 .15 S .10 .05 S .05 .05 .10 .10 .15 .15 .15 Z1 Z1 Z1 Z1 DIMENSION A x B 1.80 x 1.80 CUADRO DE ZAPATAS 1.85 x 1.95 Z-2 TIPO Z-1 h 0.80 PARRILLA 04 Unid. CANTIDAD Ø 5/8 @ 0.20 0.80 1.25 x 1.30 Z-3 01 Unid. 0.80 02 Unid. Z2 Z2 ZC-1 ZC-1 ZC-2 Z3 ZC-3 CUADRO DE COLUMNAS CANTIDAD ACERO ESTRIBOS 6°PISO 1°PISO 04 Unid. confinamiento ambos extremos C - 1 TIPO DIMENSION C - 2 Ø 3/8", 3@ 0.05, 3@ 0.10 3@ 0.15, Rto.@ 0.20 06 Unid. confinamiento ambos extremos corrugado X Y 5 5 C - 3 C - 4 02 Unid. confinamiento ambos extremos 6 Ø 3/4" + 2 Ø 5/8" 04 Unid. confinamiento ambos extremos 6 Ø 5/8" Y 6 Ø 5/8" Ø 3/8", 3@ 0.05, 3@ 0.10 3@ 0.15, Rto.@ 0.20 corrugado Ø 3/8", 3@ 0.05, 3@ 0.10 3@ 0.15, Rto.@ 0.20 corrugado Ø 3/8", 3@ 0.05, 3@ 0.10 3@ 0.15, Rto.@ 0.20 corrugado C-1 Junta de separacion sismica E=5 Cm. Junta de separacion sismica E=5 Cm. Junta de separacion sismica E=5 Cm. placa-1 AL C-1 C-1 C-1 C-2 C-2 C-2 C-2 5 5 C-2 C-2 C-3 C-3 Ø 3/4 5 5 Ø 3/4 4 Ø 3/4" + 2 Ø 5/8" C-4 C-4 C-4 C-4 5 5 C - 5 5 5 01 Unid. confinamiento ambos extremos Ø 3/8", 3@ 0.05, 3@ 0.10 3@ 0.15, Rto.@ 0.20 corrugado 6 Ø 5/8" X Y C - 6 10 Unid. confinamiento ambos extremos Ø 1/4", 3@ 0.05, 3@ 0.10 3@ 0.15, Rto.@ 0.20 LISO 4 Ø 3/8" 5 5 2 d 3/8" 2 d 3/8" C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-6 CORTE 1 - 1' ESC. 1/25 5 N.F.C. - 1.00 0.40 N.T.N. - 0.10 Junta de separacion sismica e=3.5 cm. 5 5 5 N.F.P. +- 0.00 5 CORTE 2 - 2' ESC. 1/25 5 N.F.C. - 1.00 0.40 N.T.N. - 0.10 5 5 5 N.F.P. +- 0.00 5 5 5 N.F.C. - 1.00 0.40 N.F.P. +- 0.00 5 5 CORTE 3 - 3' ESC. 1/25 CORTE 4 - 4' ESC. 1/25 5 5 N.F.C. - 1.00 5 5 5 N.F.P +- 0.00 N.F.P +- 0.00 0.40 ESPECIFICACIONES TECNICAS CIMIENTOS CORRIDOS : CONCRETO CICLOPEO 1:10 ACERO REFUERZO : FY = 4200 Kg/cm2 CONCRETO : f'c = 210Kg/cm2 (CEMENTO-HORMIGON MAS 30% PG (6"max.) (CEMENTO-HORMIGON MAS 25% PG (3"max.) SOBRECIMIENTOS : CONCRETO CICLOPEO 1:8 ANCLAJE 0.60 S/C : INDICADA EN LOS PLANOS DE ALIGERADOS LONGITUDES MINIMAS DE ANCLAJE Y TRASLAPE REGLAMENTO NACIONAL DE CONSTRUCCIONES NORMAS DE DISEÑO SISMO RESISTENTE NORMAS TECNICAS DE EDIFICACION E-020, E-030, E-050, E-060, E070 ESPECIFICACIONES DE DISEÑO Y CONSTRUCCION : CARACTERISTICAS DE LA ALBAÑILERIA : 13 1) - TODAS LAS ZAPATAS TIENEN h = 0.80 ; CONCRETO f'c = 210 Kg/m2. 2) - EL NIVEL DE CIMENTACION SERA = 2.40; SALVO ESTE INDICADO EN PLANTA. 3) - PARA EL TRAZO DE CIMENTACION VER LOS PLANOS DE ARQUITECTURA. NOTA : CIMENTACION : ESPESOR DE JUNTAS DE MORTERO MORTERO P1-C OBSERVACIONES : 0.70 3/4" CAPACIDAD PORTANTE : 1.75 Kg/cm2 TERRENO 0.45 1/4" Ø 0.50 0.45 1/2" 5/8" 3/8" SOBRECARGAS : AZOTEA ESCALERA RESTO RECUBRIMIENTOS ESCALERAS Y ALIGERADOS VIGAS PERALTADAS Y COLUMNAS ZAPATAS VIGAS CHATAS CONCRETO CICLOPEO CONCRETO ARMADO 24 9 : 1:1:4 (CEMENTO:CAL NORMALIZADA:ARENA ) : e min: =0.9 Cm : e max : =1.5 Cm ESTRIBOS (Z) 0.80 0.10 0.15 TRASLAPES 0.60 0.75 0.55 0.55 45° Z : 100 Kg / m2 : 400 Kg / m2 : 200 Kg / m2 : 2 cm : 7.5 cm : 4 cm : 2.5 cm SE REALIZARA CON LADRILLOS DE ARCILLA DE LA ZONA - PROCESO CONSTRUCTIVO: LOS MUROS DE ALBAÑILERIA SE CONSTRUIRAN SEGUN LOS DETALLES INDICADOS EN LAS LAMINAS CORRESPONDIENTES - SE CONTRUYEN DESPUES DE VACIAR LOS TECHOS VIGAS Y COLUMNAS DE ARMADURAS 1' 1 1' 1 1' 1 1' 1 1' 1 1' 1 1' 1 1' 1 1' 1 1' 1 1' 1 1' 1 1' 1 1' 1 1' 1 1' 1 2' 2 3' 3 3' 3 4' 4 4' 4 4' 4 SOLADO DE CONCRETO POBRE f'c=100 Kg/Cm2 SOLADO DE CONCRETO POBRE f'c=100 Kg/Cm2 C-4 C-4 PLACA-1 d 1/2" @ 0.20 d 1/2" @ 0.25 d 1/2" @ 0.25 d 1/2" @ 0.20 C-4 C-4 d 1/2" @ 0.20 d 1/2" @ 0.25 d 1/2" @ 0.25 d 1/2" @ 0.20 d 1/2" @ 0.20 d 1/2" @ 0.25 5 5 5 Ø 5/8 @ 0.20 Ø 5/8 @ 0.20 REC. LIBRE 0.075 REC. LIBRE 0.075 5 5 5 5 5 5 d 5/8" @ 0.20 PLANTA ZC-3 ESC:1/25 5 B C 5 B C 5 C-4 C-4 C-4 C-4 C-2 PLANTA ZC-1 ESC:1/25 5 0.35 0.35 0.35 0.35 C-2 REC. LIBRE 0.075 REC. LIBRE 0.075 REC. LIBRE 0.075 REC. LIBRE 0.075 5 B C 5 5 PLANTA ZC-2 ESC:1/25 0.35 0.35 REC. LIBRE 0.075 REC. LIBRE 0.075 REC. LIBRE 0.075 REC. LIBRE 0.075 5 5 5 5 5 5 5 5 5 5 5 d 5/8" @ 0.20 d 5/8" @ 0.20 5 B C 5 \A1;NACE CIMENTACION \A1; DE ESCALERA 0.35 0.35 5 N.F.C. - 0.90 5 5 N.P.T + 0.00 5 5 Ø1/2" @ 0.25 .16 5 Ø1/2" @ 0.25 Ø3/8" @ 0.25 5 N.P.T. + 0.00 5 5 Ø3/8" @ 0.25 Ø1/2" @ 0.25 Ø3/8" @ 0.25 Ø3/8" @ 0.25 DETALLE DE ESCALERA I\fArial|b0|i0|c186|p34; \fArial|b0|i0|c238|p34; TRAMO S/C = 400 Kg/m2 ESC : 1 / 25 7 CONTRAPASOS 5 5 5 0.15 V.E. (0.25X0.20) 5 Ø3/8" @ 0.25 .16 DETALLE DE ESCALERA I\fArial|b0|i0|c162|p34;I-V TRAMO S/C = 400 Kg/m2 ESC : 1 / 25 3 CONTRAPASOS 5 5 5 5 Ø3/8" @ 0.25 Ø1/2" @ 0.25 Ø1/2" @ 0.25 Ø3/8"@0.25 5 V.E. (0.25X0.20) V.E. (0.25X0.20) .16 DETALLE DE ESCALERA III\fArial|b0|i0|c204|p34; \fArial|b0|i0|c238|p34; TRAMO S/C = 400 Kg/m2 ESC : 1 / 25 7 CONTRAPASOS Ø3/8" @ 0.25 VV-100 Ø1/2" @ 0.25 5 5 5 ALIGERADO 5 5 5 Ø1/2" @ 0.25 Ø3/8" @ 0.25 Ø1/2" @ 0.25 5 V.E. (0.25X0.20) Ø3/8" @ 0.25 0.15 5 DETALLE DE ESCALERA IV\fArial|b0|i0|c204|p34; \fArial|b0|i0|c238|p34; TRAMO S/C = 400 Kg/m2 ESC : 1 / 25 7 CONTRAPASOS 5 5 5 Ø1/2" @ 0.25 Ø1/2" @ 0.25 Ø3/8" @ 0.25 ALIGERADO VV-100 5 5 5 5 Ø3/8" @ 0.25 Ø3/8" @ 0.25 5 V.E. (0.25X0.20) .16 0.15 5 .16 DETALLE DE ESCALERA VI \fArial|b0|i0|c238|p34; TRAMO S/C = 400 Kg/m2 ESC : 1 / 25 6 CONTRAPASOS Ø3/8" @ 0.25 VV-100 Ø1/2" @ 0.25 5 5 5 5 ALIGERADO 5 5 5 Ø1/2" @ 0.25 Ø3/8" @ 0.25 Ø1/2" @ 0.25 Ø3/8" @ 0.25 0.15 5 V.E. (0.25X0.20) DETALLE DE ESCALERA VIII TRAMO S/C = 400 Kg/m2 ESC : 1 / 25 3 CONTRAPASOS 5 5 5 5 Ø3/8" @ 0.25 Ø1/2" @ 0.25 Ø1/2" @ 0.25 Ø3/8"@0.25 5 V.E. (0.25X0.20) V.E. (0.25X0.20) .17 .16 DETALLE DE ESCALERA VII TRAMO S/C = 400 Kg/m2 ESC : 1 / 25 7 CONTRAPASOS 5 5 5 Ø1/2" @ 0.25 Ø1/2" @ 0.25 Ø3/8" @ 0.25 ALIGERADO VV-100 5 5 5 5 Ø3/8" @ 0.25 Ø3/8" @ 0.25 5 V.E. (0.25X0.20) 0.15 5 .17 DETALLE DE ESCALERA IX TRAMO S/C = 400 Kg/m2 ESC : 1 / 25 6 CONTRAPASOS Ø3/8" @ 0.25 VV-100 Ø1/2" @ 0.25 5 5 5 5 ALIGERADO 5 5 5 Ø1/2" @ 0.25 Ø3/8" @ 0.25 Ø1/2" @ 0.25 Ø3/8" @ 0.25 0.15 5 V.E. (0.25X0.20) .17 5 5 3 d 1/2" 3 d 1/2" V.E. (0.25X0.20) 6 Ø 1/2" ACERO: ESTRIBOS: Ø 3/8" @ 0.25 H L/4 L/4 L/4 L/3 m m L/3 L/4 L/3 LOSAS Y ALIGERADOS EMPALMES TRASLAPADOS PARA VIGAS, CASO 1 CON VIGA Y ALIGERADO REFUERZO - COLUMNA CON 5 A 0.10 5 A 0.10 0.05 0.05 5 A 0.10 0.05 0.05 5 A 0.10 VIGA CASO 2 0.20 0.60 0.20 CASO 3 0.20 0.40 0.40 0.50 3/8" 1/2" 5/8" 0.40 0.40 0.45 0.50 0.45 0.60 INFERIOR REFUERZO h CUALQUIERA VALORES DE m ø DE 0.30 h MENOR SUPERIOR DE 0.30 h MAYOR REFUERZO NOTA: B- EN CASO DE NO EMPALMARSE EN LAS ZONAS C- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO AUMENTAR LA LONGITUD DE EMPALME EN UN 70% o INDICADAS O LOS PORCENTAJES ESPECIFICADOS INFERIOR SE EMPALMARA SOBRE LOS APOYOS, SIENDO LA LONGITUD DE EMPALME IGUAL A 25cm. PARA ø3/8" Y CONSULTAR AL PROYECTISTA. A- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN ESPECIFICACIONES TECNICAS fc' = 210 kg/cm2 fc' = 210 kg/cm2 FY = 4200 kg/cm2 LAS JUNTAS VERTICALES Y HORIZONTALES DE DILATACION 1" (USAR TECNOPORT). 200 kg/m2 SOBRECARGA: ACERO CONCRETO - VIGAS CONCRETO ARMADO: CONCRETO - COLUMNAS CIMENTACION- 7.5 cm COLUMNA d 1/2" = 50 cm TRASLAPE d 5/8" = 60 cm LOSAS Y ESCALERA- 3.00 cm RECUBRIMIENTO DEL ACERO d 3/8" = 40 cm 400 kg/m2 1º AL 6º ALIGERADO ESCALERA ALAMBRE N° 8 @ 0.80 5 .12 O .15 5 \A1;d 1/4" @ 0.20 PARA TEMPERATURA 5 5 5 5 ESC : 1/10 .17 O .20 5 5 5 5 DETALLE DE LOSA ALIGERADA e=0.20 m LADRILLO DE ARCILLA 5 0.20 d 1/4, 1 @ 0.05, 5 @ 0.10, Rto. 0.15 C/EXTREMO 1 d 1/2" 1 d 1/2" 1 d 1/4" DETALLE DE ESC : 1/10 DOBLE VIGUETA UNA MISMA SECCION 35cm. PARA ø1/2" Y 5/8". 5 13 cm. 8 cm. a 3/8" 1/4" d 3 cm. 2 cm. r a r 1.10 1.80 L2 L1 1" 0.90 3/4" 0.60 MINIMO COLUMNA 0.50 1/2" 0.35 0.45 0.30 cm. 0.70 5/8" a/6 3 d 3/8" ADICIONAL LONGUITUD DE DOBLADO EMPALME DE COLUMNAS VIGA 1.00 m 1" VIGA 3/4" 5/8" d a/6 0.55 m 0.40 m L LONGUITUD DE DESARROLLO EN EXTREMOS INTERIOR DEL DOBLAR EN EL VIGA L1 d DE VIGAS L2 LONGUITUD DE EMPALME L = LUZ LIBRE PARTES TRATANDO DE HACER ZONA DE CONFINAMINENTO EMPALMES FUERA DE LA EMPALME EN DIFERENTES L 2 a/3 NUCLEO CONFINADO DESARR0LLO. EN EXT. DE VIGA DOBLADO DE ESTRIBOS SECC 1-1' SECCIONES SECC 2-2' SECC 4-4' SECC 3-3' SECC 5-5' SECC 6-6' SECC 7-7' 5 5 3 d 3/4" 2 d 3/4" 5 5 5 5 SECC 8-8' SECC 9-9' 5 5 3 d 3/4" SECC 10-10' SECC 11-11' SECC 12-12' 5 5 4 d 3/4" 3 d 3/4" SECC 14-14' SECC 13-13' SECC 16-16' SECC 15-15' \fArial|b0|i0|c0|p34;DOBLE VIGUETA 5 B C 5 5 2 3 4 5 5 2 3 4 5 5 A C B ESC 1/50 ALIGERADO DEL MEZANINE h=0.20 S/C= 200 kg/cm2 VACIO ESCALERA VACIO 5 5 1 d 3/8" 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 1 d 3/8" 1 d 3/8" 5 5 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 1 d 3/8" 1 6VIGUETAS 2 7VIGUETAS 3 1VIGUETA VP-100 (0.25X0.30) VP-100 (0.25X0.30) VP-101 (0.30X0.30) VP-101 (0.30X0.30) VP-102 (0.30X0.30) VP-102 (0.30X0.30) VA-100 (0.30X0.30) VA-100 (0.30X0.30) VA-102 (0.20X0.30) VA-101 (0.30X0.30) VA-101 (0.30X0.30) VA-102 (0.20X0.30) VV-100 (0.25X0.20) \fArial|b0|i0|c0|p34;DOBLE VIGUETA 5 B C 5 5 2 3 4 5 5 2 3 4 5 5 A C B VACIO ESCALERA VACIO 5 5 1 d 3/8" 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 4 6VIGUETAS 5 8VIGUETAS VP-200 (0.25X0.30) VP-200 (0.25X0.30) VP-201 (0.30X0.30) VP-202 (0.30X0.30) VP-202 (0.30X0.30) VA-200 (0.30X0.30) VA-202 (0.20X0.30) VA-201 (0.30X0.30) VV-200 (0.25X0.20) 5 1 5 1 5 D 5 5 1 d 1/2" 1 d 1/2" \fArial|b0|i0|c0|p34;DOBLE VIGUETA VA-200 (0.30X0.30) VA-200 (0.30X0.30) VA-201 (0.30X0.30) VA-201 (0.30X0.30) VA-201 (0.30X0.30) VA-202 (0.20X0.30) VA-203 (0.30X0.30) VA-203 (0.30X0.30) VP-201 (0.30X0.30) VP-201 (0.30X0.30) VP-202 (0.30X0.30) VP-201 (0.30X0.30) VP-201 (0.30X0.30) VP-201 (0.30X0.30) \fArial|b0|i0|c0|p34;DOBLE VIGUETA 5 5 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 6 7VIGUETAS ESC 1/50 ALIGERADO DEL 2º-4º-6º NIVEL h=0.20 S/C= 200 kg/cm2 \fArial|b0|i0|c0|p34;DOBLE VIGUETA 5 B C 5 5 2 3 4 5 5 2 3 4 5 5 A C B VACIO ESCALERA VACIO 5 5 1 d 3/8" 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 4 6VIGUETAS 7 8VIGUETAS VP-300 (0.25X0.30) VP-300 (0.25X0.30) VP-301 (0.30X0.30) VP-302 (0.30X0.30) VP-302 (0.30X0.30) VA-300 (0.30X0.30) VA-302 (0.20X0.30) VA-301 (0.30X0.30) VV-300 (0.25X0.20) 5 1 5 1 5 D 5 5 1 d 1/2" 1 d 1/2" \fArial|b0|i0|c0|p34;DOBLE VIGUETA VA-300 (0.30X0.30) VA-300 (0.30X0.30) VA-301 (0.30X0.30) VA-301 (0.30X0.30) VA-301 (0.30X0.30) VA-302 (0.20X0.30) VA-303 (0.30X0.30) VA-303 (0.30X0.30) VP-301 (0.30X0.30) VP-301 (0.30X0.30) VP-302 (0.30X0.30) VP-301 (0.30X0.30) VP-301 (0.30X0.30) VP-301 (0.30X0.30) \fArial|b0|i0|c0|p34;DOBLE VIGUETA 5 5 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 6 5VIGUETAS ESC 1/50 ALIGERADO DEL 3º-5º NIVEL h=0.20 S/C= 200 kg/cm2 \fArial|b0|i0|c0|p34;DOBLE VIGUETA \fArial|b0|i0|c0|p34;DOBLE VIGUETA \fArial|b0|i0|c0|p34;DOBLE VIGUETA ducto 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 8 2VIGUETAS 9 2VIGUETAS \fArial|b0|i0|c0|p34;DOBLE VIGUETA VP-400 (0.25X0.20) VP-400 (0.25X0.20) VP-401 (0.30X0.20) VP-401 (0.30X0.20) 5 1 d 3/8" 1 d 3/8" 5 1 d 3/8" 5 1 d 3/8" 1 d 3/8" 5 1 d 3/8" 5 5 1 d 3/8" 1 d 3/8" 5 3 4 5 5 A C B ESC 1/50 ALIGERADO EN TECHO AZOTEA h=0.17 S/C= 100 kg/cm2 5 1 1' 1 1' 5 2Ø3/4" 1Ø3/4" \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos B 5 A 2Ø3/4" 5 5 1Ø3/4" 2 2' 3 3' 2 2' VP-100-200-300 (0.25X0.30) C 5 1 1' 4 4' \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 5 A 5 A 5 A 10 8VIGUETAS 11 5VIGUETAS 10 1VIGUETA DOBLE VIGUETA 5 5 5' 5 5 5 6 6' 6 6' 5 3Ø3/4" 1Ø3/4" \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos B 5 A 3Ø3/4" 5 5 1Ø3/4" 7 7' 8 8' 7 7' VP-101 (0.30X0.30) C 5 6 6' 9 9' \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos DOBLE VIGUETA 5 10 10' 5 5 5 5 5 5 5 5 4 d 3/4" 3 d 3/4" 5 6 6' 6 6' 5 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos B 5 A 5 5 7 7' 8 8' 7 7' VP-102 (0.30X0.30) C 5 6 6' 9 9' \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 5 5 6 6' 5 6 6' 5 6 6' 6 6' 5 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos B 5 A 5 5 7 7' 8 8' 7 7' C 5 6 6' \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 5 5 9 9' 5 6 6' 6 6' 5 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos D 5 5 5 7 7' 8 8' 7 7' VP-201-301 (0.30X0.30) 6 6' 5 6 6' 14 14' 5 3Ø3/4" 1Ø3/4" 2Ø3/4" \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos B 5 A 3Ø3/4" 5 5 2Ø3/4" 11 11' 12 12' 13 13' C 5 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 3Ø3/4" 3Ø3/4" 5 5 9 9' 5 14 14' 6 6' 5 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos D 5 5 5 11 11' 12 12' 11 11' VP-202-302 (0.30X0.30) 14 14' 5 5 5 d 3/4" 5 5 5 5 5 5 14 14' 3 5 3Ø5/8" 3Ø5/8" \U+00D8 1/4", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos VA-100 (0.30X0.30) 4 5 2 \U+00D8 1/4", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 5 5 5 5 1Ø5/8" 15 15' 15 15' 15 15' 16 16' 15 15' 5 5 2Ø5/8" 3 VV-100-200-300 (0.25X0.20) 4 5 \U+00D8 1/4", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 5 5 1Ø1/2" 2Ø1/2" 2Ø1/2" 21 21' 1Ø1/2" 3 VA-102-202-302 (0.20X0.30) 4 5 \U+00D8 1/4", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 5 5 19 19' 3Ø5/8" 19' 19 3 5 \U+00D8 1/4", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos VA-101 (0.30X0.30) 2 5 5 15 15- 15 15' 16 16' 5 5 5 5 4 d 5/8" 3 d 5/8" 16 16' 5 5 17 17' 5 5 5 d 5/8" SECC 17-17' 18 18' 5 5 SECC 18-18' 16 16' 17 17' 20 20' 5 5 SECC 19-19' 1Ø5/8" 5 5 SECC 20-20' SECC 21-21' SECC 22-22' SECC 23-23' SECC 24-24' 5 5 2 d 1/2" 3 d 1/2" 22 22' 21 21' 5 5 2 d 1/2" 2 d 1/2" 3 5 \U+00D8 1/4", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 4 5 2 \U+00D8 1/4", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 5 5 5 5 15 15' 15 15' 15 15' 16 16' 15 15' 5 5 16 16' 17 17' 18 18' 3Ø5/8" \U+00D8 1/4", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos VA-200-300 (0.30X0.30) 1 5 5 1Ø5/8" 1Ø5/8" 15 15' 15 15' 16 16' 5 5 2Ø5/8" 16 16' 17 17' 5 DOBLE VIGUETA 3Ø5/8" 3Ø5/8" 23 23' 5 5 4 d 5/8" 3 d 5/8" 3 5 \U+00D8 1/4", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 2 5 5 1Ø5/8" 15 15' 15 15' 16 16' 5 5 16 16' 17 17' \U+00D8 1/4", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos VA-201-301 (0.30X0.30) 1 5 5 15 15' 15 15' 16 16' 5 5 16 16' 17 17' 5 DOBLE VIGUETA 23 23' VARIABLE 3 5 \U+00D8 1/4", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 2 5 5 15 15' 15 15' 16 16' 5 5 16 16' 17 17' \U+00D8 1/4", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos VA-203-303 (0.30X0.30) 1 5 5 15 15' 15 15' 16 16' 5 5 16 16' 17 17' 5 DOBLE VIGUETA 23 23' 5 21 21' 21 21' 5 2Ø1/2" 1Ø1/2" 1Ø1/2" \U+00D8 1/4", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos B 5 A 2Ø1/2" 5 5 1Ø1/2" 24 24' 25 25' VP-400 (0.25X0.20) C 5 21 21' 22 22' \U+00D8 1/4", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos DOBLE VIGUETA 2Ø1/2" 5 5 B C 5 A 2Ø1/2" 2Ø1/2" 2Ø1/2" 5 5 3 d 1/2" 3 d 1/2" SECC 25-25' SECC 26-26' 5 5 2 d 1/2" 3 d 1/2" 24 24' 22 22' 5 26 26' 26 26' 5 2Ø1/2" 1Ø1/2" 1Ø1/2" \U+00D8 1/4", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos B 5 A 2Ø1/2" 5 5 1Ø1/2" 27 27' 28 28 VP-400 (0.30X0.20) C 5 29 29' \U+00D8 1/4", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos DOBLE VIGUETA 2Ø1/2" 5 2Ø1/2" 2Ø1/2" 2Ø1/2" 27 27' 29 29' 5 5 3 d 1/2" 2 d 1/2" SECC 27-27' SECCIONES SECC 28-28' SECC 30-30' SECC 29-29' 5 5 3 d 1/2" 3 d 1/2" 5 5 2 d 1/2" 3 d 1/2" 26 26' 5 5 2 d 1/2" 2 d 1/2" VA-400 (0.20X0.20) VA-400 (0.20X0.20) VA-400 (0.20X0.20) 3 VA-400 (0.20X0.20) 4 5 \U+00D8 1/4", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 2Ø1/2" 2Ø1/2" 30 30' 5 5 2 d 1/2" 2 d 1/2" 5 5 0.60 3/4" 0.50 0.70 1Ø3/4" 2Ø3/4" 2Ø3/4" 2Ø3/4" 2Ø3/4" 1Ø3/4" 3Ø3/4" 1Ø3/4" 3Ø3/4" 3Ø3/4" 3Ø3/4" 1Ø3/4" 3Ø3/4" 3Ø3/4" 1Ø3/4" 1Ø3/4" 3Ø3/4" 3Ø3/4" 1Ø3/4" 1Ø3/4" 3Ø3/4" 3Ø3/4" 1Ø3/4" 1Ø3/4" 3Ø3/4" 3Ø3/4" 1Ø3/4" 3Ø3/4" 3Ø3/4" 1Ø3/4" 1Ø3/4" 2Ø3/4" 3Ø3/4" 3Ø3/4" 2Ø3/4" 1Ø3/4" 1Ø5/8" 3Ø5/8" 3Ø5/8" 1Ø5/8" 1Ø5/8" 3Ø5/8" 3Ø5/8" 2Ø5/8" 1Ø5/8" 1Ø5/8" 3Ø5/8" 3Ø5/8" 1Ø5/8" 3Ø5/8" 3Ø5/8" 2Ø5/8" 1Ø5/8" 3Ø5/8" 1Ø5/8" 3Ø5/8" 3Ø5/8" 3Ø5/8" 1Ø5/8" 3Ø5/8" 3Ø5/8" 2Ø5/8" 1Ø5/8" 1Ø5/8" 3Ø5/8" 3Ø5/8" 2Ø5/8" 1Ø5/8" 3Ø5/8" 3Ø5/8" 2Ø5/8" 1Ø5/8" 1Ø5/8" 3Ø5/8" 3Ø5/8" 2Ø5/8" 1Ø5/8" 3Ø5/8" 3Ø5/8" 3 d 3/4" 2 d 3/4" 3 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" 2 d 3/4" 4 d 3/4" 4 d 3/4" 3 d 3/4" 4 d 3/4" 3 d 3/4" 3 d 3/4" 4 d 3/4" 5 d 3/4" 3 d 3/4" 5 d 3/4" 5 d 3/4" 5 d 3/4" 3 d 3/4" 4 d 5/8" 4 d 5/8" 3 d 5/8" 3 d 5/8" 3 d 5/8" 4 d 5/8" 3 d 5/8" 3 d 5/8" 3 d 5/8" \fArial|b0|i0|c0|p34;DOBLE VIGUETA \fArial|b0|i0|c0|p34;DOBLE VIGUETA \fArial|b0|i0|c0|p34;DOBLE VIGUETA \fArial|b0|i0|c0|p34;DOBLE VIGUETA \fArial|b0|i0|c0|p34;DOBLE VIGUETA \fArial|b0|i0|c0|p34;DOBLE VIGUETA \fArial|b0|i0|c0|p34;DOBLE VIGUETA \fArial|b0|i0|c0|p34;DOBLE VIGUETA 1 d 3/8" 1 d 3/8" 1 d 3/8" 5 COMEDOR NPT + 7.90 DORMITORIO NPT + 7.90 COCINA NPT + 7.90 SALA NPT + 7.90 PATIO DE SERVICIO NPT + 7.90 DORMITORIO NPT + 7.90 S.S. H.H. NPT + 7.90 S.S. H.H. NPT + 7.90 50 51 52 53 54 55 56 57 58 60 59 61 46 47 48 49 HALL NPT + 7.90 3º-5º PISO ESC 1/50 BALCON 110 111 112 113 HALL NPT + 5.20 AZOTEA ESC 1/50 AZOTEA NPT + 18.70 5 5 5 5 5 5 5 1 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 5 5 5 5 .50 .42 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D 5 5 5 5 5 5 5 5 5 5 5 5 5 4 5 .50 5 5 CUARTO DE MAQUINAS 5 5 5 5 5 5 P-06 P-07 P-08 P-08 P-09 P-07 P-11 V-07 V-08 V-09 V-10 V-08 V-14 V-15 V-16 A A' A A' B B' B B' P-10 5 5 5 5 5 5 5 5 5 5 5 A B C 5 5 5 5 5 D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C 5 5 5 5 5 D 5 5 5 5 5 5 5 ELEVACION 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 DORMITORIO NPT + 5.20 NPT + 7.90 NPT + 10.60 NPT + 13.30 NPT + 16.00 DORMITORIO DORMITORIO DORMITORIO DORMITORIO AZOTEA NPT + 18.70 NPT +2.70 MEZANINE TIENDA NPT +- 0.00 GARAJE NPT - 0.10 SS.HH NPT + 5.20 NPT + 7.90 NPT + 10.60 NPT + 13.30 NPT + 16.00 SS.HH SS.HH SS.HH SS.HH CORTE B-B' ESC 1/50 5 LINEA DE QUIEBRE ESTACIONAMIENTO NPT +- 0.00 GARAJE NPT +- 0.00 TIENDA NPT +- 0.00 SS.HH COMEDOR NPT + 5.20 DORMITORIO NPT + 5.20 COCINA NPT + 5.20 SALA NPT + 5.20 PATIO DE SERVICIO NPT + 5.20 DORMITORIO NPT + 5.20 S.S. H.H. NPT + 5.20 S.S. H.H. NPT + 5.20 01 02 03 04 05 06 07 08 09 10 01 02 03 04 05 06 07 08 09 11 10 12 CISTERNA 18 19 20 21 22 23 24 25 26 28 27 29 NPT +2.70 MEZANINE 11 12 13 14 15 13 14 15 16 17 34 35 36 37 38 39 40 41 42 44 43 45 30 31 32 33 HALL NPT + 5.20 PRIMER PISO ESC 1/50 MEZANINE ESC 1/50 2º-4º-6º PISO 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 1 2 3 4 5 6 7 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D 5 5 5 5 5 5 5 5 5 5 5 5 A B D 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C 5 5 5 5 5 5 5 5 5 5 1 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 5 5 5 5 5 .15 .50 .27 5 5 5 5 5 5 5 P7 P6 P5 P4 P3 P2 ALTO ANCHO TIPO CUADRO DE PUERTAS MATERIAL P1 P8 P9 P10 3.30 3.90 1.05 0.70 2.40 0.90 2.40 0.90 2.20 1.05 2.50 0.70 2.50 0.80 2.40 0.90 2.50 MADERA 2.40 MADERA TIPO ALFEIZER V01 MATERIAL CUADRO DE VENTANAS ANCHO ALTO V02 V03 V04 V05 V06 V07 1.05 2.85 1.05 METAL + VIDRIO 0.50 2.00 3.30 METAL + VIDRIO 0.60 2.20 1.00 METAL + VIDRIO 1.00 4.00 3.30 METAL + VIDRIO 1.00 4.00 2.00 METAL + VIDRIO METAL + VIDRIO METAL + VIDRIO 1.00 2.18 1.50 2.50 MADERA V08 METAL + VIDRIO 1.80 0.70 0.60 V09 METAL + VIDRIO 1.00 2.50 1.40 MADERA MADERA 0.80 0.50 1.80 3.30 V10 METAL + VIDRIO 1.00 2.75 1.50 V11 METAL + VIDRIO 0.90 1.60 V12 METAL + VIDRIO 0.90 2.00 1.50 V13 METAL + VIDRIO 0.90 3.15 1.60 V14 METAL + VIDRIO 0.90 2.94 1.60 V15 METAL + VIDRIO 0.00 1.07 2.40 V16 METAL + VIDRIO 0.00 3.15 2.60 METALICA METALICA MADERA P11 2.30 MADERA 0.90 P-01 P-02 MADERA P-03 P-04 P-05 P-06 MADERA P-07 P-08 P-08 P-09 P-10 P-07 V-01 5 V-02 V-04 V-05 V-06 V-07 V-08 V-09 V-10 V-08 V-11 5 2.87 V-12 V-13 5 A A' A A' A A' B B' 5 5 B B' B B' P-01 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C 5 5 5 5 5 5 5 5 D 5 5 5 5 5 5 5 5 5 01 02 03 04 05 06 07 08 18 19 20 21 22 23 24 25 34 35 36 37 38 39 40 41 50 51 52 53 54 55 56 57 66 67 68 69 70 71 72 73 82 83 84 85 86 87 88 89 98 99 100 101 102 103 104 105 CORTE A-A' ESC 1/50 TIENDA NPT +- 0.00 NPT +2.70 MEZANINE SALA NPT + 5.20 S.S. H.H. NPT + 5.20 NPT +2.70 HALL NPT +5.20 HALL NPT +7.90 HALL SALA NPT + 7.90 S.S. H.H. NPT + 7.90 SALA NPT + 10.60 S.S. H.H. NPT + 10.60 SALA NPT + 13.30 S.S. H.H. NPT + 13.30 SALA NPT + 16.00 S.S. H.H. NPT + 16.00 AZOTEA NPT + 18.70 NPT +10.60 HALL NPT +13.30 HALL NPT +16.00 HALL BALCON NPT + 13.30 BALCON NPT + 7.90 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 GARAJE NPT - 0.10 5 C-5

Language	Spanish
Drawing Type	Plan
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Garage, Deck / Patio, Parking, Garden / Park
Tags	apartment, autocad, building, complete, condo, Design, DWG, eigenverantwortung, elevations, Family, group home, grup, house, mehrfamilien, multi, multifamily housing, ownership, partnerschaft, partnership, plan, plans, sections, structural, study