Project Multifamily Housing DWG Full Project for AutoCAD

Project Multifamily Housing DWG Full Project for AutoCAD

PROJECT DEVELOPMENT FOR MULTIFAMILY HOUSING LEVELS , SECTIONS AND ELEVATIONS.

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

kwh, see, see, foundation detail, according to plant, dimensions in plant, of projected excavation, to consider an envelope of width in section, in layers of, foundation, cº cº, n.p.t., foundation level, additional, subcimiento, foundation, splice, see box, additional, typical column of confinement distribution of stirrups, additional, n.f.p., foundation co co., p. big, n.f.p., n.f.p., foundation co co., p. big, n.f.p., type of foundations, cºcº foundation, excavation, shoe, in case the n.p.t. I was lower, that the level of terrain will take this level, as a reference to determine the height, cº cº, column, Wall, ground level, floor level, finished, column, of excavation height, foundation, widening of foundation, concurrent, column, nfp nnt, license plate, of foundation of cºcº, brick k. k., non-spun wire, mooring column wall, low wall, column, insulation of walls with sill, Lenght of, considering area of ​​low stress, Lenght of, less than the rods, but they are spliced, considering area of ​​efforts, confinement area, splice in different, parties trying to do, the splices out of the, niv, overlaps for columns, beam, column, section change in column cut, plant, according to picture, flooring, øs zapata, n.f.p., license plate, øs column, shoe type, det. of foundations, rest, see plant foundations, pvc tube, tecknopor, separation board, of brace column on ground, column, picture, detail, foundation cº cº, n.f.p. n.n.t., of column in foundations, section, nfp., section, section, floor, of zapata foundation, min, of zapata foundation, øs column, stirrups, m. with reference to the natural level of the terrain, the foundation beams will be emplaced, measurement of the top face of the beam, n.n.t., øs column, n.p.t., stirrups, Loose material to allow beam deformation, detail of, unsharpening material, with reference nnt, beam light, stirrups of, chop to splice, upper floor ds, Previous floor ds, dowells, future scale:, overlapping picture, lower layer, overlapping area type, lower layer, overlapping area type, overlapping area type, lower layer, overlapping area type, lower layer, overlapping area type, top layer, of overlaps allowed in beams, minimum, additional, column, beam, beam, minimum, beam, according to type, column, additional, according to type, beam, column, according to type, minimum, beam, meeting beam column lifting, beam, beam, beam, of meeting between beams plant, kind, kind, kind, kind, bent horiz., see details, type of stirrup in, of beam solera, ds of rest, for parapet, bent horiz., see details, bent horiz., type of stirrup in, of girder beam, If it falls on brick, a solid slab will be, rest, pvc tube, separation board, tecknopor, Brace column on beam slab, temperature, Tensioner, extract brick fill with concrete, typical tensor, temp., typical of lightened, edge, kind, spacing at each end, rest, stirrup box, rest, jagged mooring, Spinning moorings, pvc pipe strut, slab, filling with concrete from f’c u

Raw text data extracted from CAD file:

\A1;1.30 \A1;2.10 \A1;0.15 \A1;4.32 \A1;3.62 \A1;0.15 \A1;3.00 \A1;0.75 \A1;2.20 \A1;1.20 \A1;2.20 \A1;1.85 \A1;0.15 \A1;1.85 \A1;2.20 \A1;2.10 \A1;0.80 \A1;0.15 \A1;0.15 \A1;4.05 \A1;0.15 \A1;0.15 \A1;1.75 \A1;1.35 \A1;3.30 \A1;3.80 \A1;0.15 \A1;2.60 \A1;2.70 \A1;3.20 \A1;2.85 \A1;4.05 \A1;4.05 \A1;3.85 \A1;2.40 \A1;0.75 \A1;1.40 \A1;0.15 \A1;3.60 \A1;3.40 \A1;0.90 \A1;3.90 \A1;19.78 \A1;21.74 \A1;6.00 \A1;2.55 \A1;0.15 \A1;1.25 \A1;4.15 \A1;2.60 \A1;0.15 \A1;1.10 \A1;19.78 \A1;0.15 \A1;0.15 \A1;15.80 \A1;0.40 \A1;0.90 \A1;1.40 \A1;2.40 \A1;0.60 \A1;2.35 \A1;0.90 \A1;2.35 \A1;1.30 \A1;0.15 \A1;1.70 \A1;0.90 \A1;0.15 \A1;0.15 \A1;3.00 \A1;2.80 \A1;3.00 \A1;3.70 \A1;1.30 \A1;1.65 \A1;2.40 \A1;2.70 \A1;1.50 \A1;4.05 \A1;0.80 \A1;3.65 \A1;4.32 \A1;0.70 \A1;0.85 \A1;0.95 \A1;1.50 \A1;3.40 \A1;9.10 \A1;1.45 \A1;0.15 \A1;1.55 \A1;0.85 \A1;0.80 \A1;1.65 \A1;1.05 \A1;1.55 \A1;2.00 \A1;1.65 \A1;6.00 \A1;0.15 \A1;1.25 \A1;19.78 \A1;4.32 \A1;0.15 \A1;3.30 \A1;3.20 \A1;2.85 \A1;4.05 \A1;3.60 \A1;3.40 \A1;184.28 \A1;187.12 \A1;188.18 \A1;188.42 \A1;188.18 \A1;185.82 \A1;189.22 \A1;2.60 \A1;0.80 \A1;7.50 \A1;0.90 \A1;0.70 \A1;2.60 \A1;0.53 \A1;1.50 \A1;1.20 TV KWH \A1;2.40 \A1;0.20 \A1;2.40 \A1;0.20 \A1;2.40 \A1;0.20 \A1;2.40 \A1;0.20 \A1;1.10 \A1;11.50 \A1;1.10 \A1;0.20 \A1;2.35 \A1;0.25 \A1;2.35 \A1;0.25 \A1;2.35 \A1;0.25 \A1;2.55 \A1;11.65 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.25 \A1;0.25 \A1;0.50 \A1;2 @ 0.05 \A1;0.30 \A1;3 @ 0.10 \A1;6@ 0.10 \A1;2 @ 0.05 \A1;0.30 \A1;1 @ 0.15 \A1;RESTO @ 0.20-0.25 ( VER CUADRO) \A1;1 @ 0.15 \A1;RESTO @ 0.20-0.25 ( VER CUADRO) \A1;2 @ 0.15 \A1;2 @ 0.05 \A1;2.05 \A1;1 @ 0.15 \A1;3 @ 0.10 \A1;3 @ 0.10 \A1;VER DETALLE DE CIMIENTO \A1;H = SEGUN PLANTA \A1;VER DIMENSIONES EN PLANTA \A1;ALTURA DE EXCAVACION PROYECTADA \A1;MAXIMA ALTURA=0.60 (MAS DE 0.60 CONSIDERAR UN SOBRECIMIENTO DE 0.20 M DE ANCHO EN TRAMO ENTERRADO) \A1;RELLENAR EN CAPAS DE 0.20 C/U \A1;CC-1 \A1;0.20 \A1;0.40 \A1;0.15 \A1;0.20 \A1;0.60 \A1;CC-4 \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.15 \A1;1.00 \A1;0.30 \A1;CC-2 \A1;Sub cimiento \A1;Cimiento Cº Cº \A1;Sobrecimiento \A1;0.25 \A1;TECKNOPORT 1" \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.60 \A1;0.20 \A1;0.40 \A1;0.20 \A1;CC-3 \A1;0.10 \A1;0.60 \A1;1.00 \A1;0.30 \A1;0.15 \A1;0.20 \A1;0.20 -579.7234985842512 N.P.T. -579.7234985842512 NIVEL DE CIMENTACION -579.7234985842512 2 ADICIONALES SUBCIMIENTO SOBRE-CIMIENTO CIMIENTO -579.7234985842512 DE EMPALME VER CUADRO DE -579.7234985842512 -579.7234985842512 -579.7234985842512 -579.7234985842512 -579.7234985842512 -579.7234985842512 -579.7234985842512 -579.7234985842512 -579.7234985842512 -579.7234985842512 2 ADICIONALES -579.7234985842512 -579.7234985842512 \LDETALLE COLUMNA TIPICA DE CONFINAMIENTO Y DISTRIBUCION DE ESTRIBOS \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :1/30 2 ADICIONALES -512.574858208174 -512.574858208174 -512.574858208174 -512.574858208174 n.f.p. -512.574858208174 -512.574858208174 -512.574858208174 -512.574858208174 (Sub Cimiento Co Co. 1:12 + 30 % P. Grande 8" máximo) -512.574858208174 -512.574858208174 n.f.p. -512.574858208174 -512.574858208174 -512.574858208174 -512.574858208174 -512.574858208174 n.f.p. -512.574858208174 -512.574858208174 -512.574858208174 -512.574858208174 -512.574858208174 -512.574858208174 -512.574858208174 -512.574858208174 (Sub Cimiento Co Co. 1:12 + 30 % P. Grande 8" máximo) -512.574858208174 -512.574858208174 n.f.p. -512.574858208174 -512.574858208174 -512.574858208174 -512.574858208174 -512.574858208174 -512.574858208174 -512.574858208174 -512.574858208174 \LCORTES TIPO DE CIMIENTOS \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :1/25 -497.3910129382951 CIMIENTO CºCº DE EXCAVACION ZAPATA EN CASO EL N.P.T. (PISO TERMINADO) ESTUVIESE MAS BAJO QUE EL NIVEL DE TERRENO , SE TOMARA ESTE NIVEL (NPT) COMO REFERENCIA PARA DETERMINAR LA ALTURA *NOTA : Cº Cº -497.3910129382951 COLUMNA MURO ó NIVEL TERRENO -497.3910129382951 NIVEL PISO TERMINADO COLUMNA \LDEFINICION DE ALTURA DE EXCAVACION \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :1/25 A' -499.3254885690494 CIMIENTO ENSANCHE DE CIMIENTO -499.3254885690494 -499.3254885690494 CONCURRENTE (EL + BAJO) COLUMNA NFP ó NNT PLACA ó \LENSANCHE DE CIMIENTO DE CºCº \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :1/25 LADRILLO k. k. -545.6661787848689 ALAMBRE No 8 C/4 HILADAS -545.6661787848689 -545.6661787848689 -545.6661787848689 -545.6661787848689 -545.6661787848689 \LDETALLE DE AMARRE COLUMNA Y MURO \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :1/25 2Ø3/8" -536.8443430752806 MURO BAJO 2Ø3/8" -536.8443430752806 -536.8443430752806 COLUMNA Ø6mm @ 0.15 T - T 2 Ø 3/8" -536.8443430752806 -536.8443430752806 T T \LDET. AISLAMIENTO DE MUROS CON ALFEIZAR \H0.5x;\lESCALA :1/25 LONGITUD DE EMPALME(L) CONSIDERANDO ZONA DE ESFUERZOS BAJOS L L 0.50 0.45 0.40 d 5/8" d 3/8" d 1/2" d 5/8" LONGITUD DE EMPALME(L) d 1/2" d 3/8" MENOS DE 50% DE LAS VARILLAS ALTOS, PERO QUE SE EMPALMAN CONSIDERANDO ZONA DE ESFUERZOS ZONA DE CONFINAMIENTO a/6 2a/3 EMPALMAR EN DIFERENTES PARTES TRATANDO DE HACER LOS EMPALMES FUERA DE LA a/6 0.40 NIV.(ENCOFRADO) 0.35 0.30 NIV. (VER ENCOFRADO) \LEMPALMES TRASLAPADOS PARA COLUMNAS \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :1/25 Viga Viga -547.0220508465359 COLUMNA COLUMNA \LDET. CAMBIO DE SECCION EN COLUMNA CORTE \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :1/25 \A1;0.10 \A1;0.40 \A1;1.50 \A1;VER PLANTA \A1;0.05 \A1;0.20 \A1;0.075 \A1;0.075 215.0796423987345 215.0796423987345 215.0796423987345 según cuadro Solado CoSo 1:12 215.0796423987345 215.0796423987345 Ø 3/8"@0.10 Øs zapata (ver planta) Ø 3/8" @ 0.10 n.f.p. 215.0796423987345 215.0796423987345 215.0796423987345 ó Placa Øs de Columna \LELEVACION TIPO DE ZAPATA \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :1/25 \A1;SOBRECIMIENTO \A1;0.10 \A1;CIMIENTO \A1;VER DET. DE CIMIENTOS 1@.05, 4@.10 resto a .25 c/e 221.0072460231481 221.0072460231481 0.20 Ver planta Cimientos 0.20 221.0072460231481 221.0072460231481 0.20 \A1;0.15 4d 3/8" \U+2205 TUBO PVC \A1;0.10 \A1;0.35 Y 1/2" \U+2205 5/8" TECKNOPOR e = 1" JUNTA DE SEPARACION Y \LDET. DE COLUMNA DE ARRIOSTRE SOBRE TERRENO \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :1/25 Y - Y \A1;ØS COLUMNA \A1;0.15 \A1;SEGUN CUADRO \A1;(VER DETALLE CIMIENTO) \A1;0.10 \A1;3 3/8" \A1;0.20 CIMIENTO Cº Cº 213.5265318757469 213.5265318757469 213.5265318757469 213.5265318757469 213.5265318757469 6mm@0.25 n.f.p. ó n.n.t. (el + bajo) 213.5265318757469 213.5265318757469 \LINICIO DE COLUMNA EN CIMENTACION (Cº Cº) \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :1/25 \A1;.13 \A1;0.70 \A1;.75 3.275124212467404 1d3/8"@0.25 1er tramo 3.275124212467404 1d3/8"@0.20 3.275124212467404 NFP. 3.275124212467404 3.275124212467404 3.275124212467404 1d3/8"@0.20 1d3/8"@0.25 1d3/8"@0.20 e = .125 3.275124212467404 1d3/8"@0.20 1d3/8"@0.25 1d3/8"@0.20 1d3/8"@0.20 -16.55283713574582 -16.55283713574582 -16.55283713574582 e=.125 1d3/8"@0.20 1d3/8"@0.20 3cer. y 6to. tramo 1d3/8"@0.20 1d3/8"@0.20 1d3/8"@0.25 1d3/8"@0.25 1d3/8"@0.20 \A1;.30 \A1;0.70 \A1;.20 \A1;.85 \A1;.50 \A1;.13 \A1;.69 \A1;.85 \A1;.13 \A1;.69 1d3/8"@0.20 -96.38921273062127 4to tramo 1d3/8"@0.20 1d3/8"@0.20 1d3/8"@0.25 -96.38921273062127 1d3/8"@0.20 1d3/8"@0.20 1d3/8"@0.25 1d3/8"@0.25 -96.38921273062127 e = .125 \A1;1.40 \A1;0.40 V-C \A1;0.10 PISO \A1;0.40 \A1;0.40 \A1;0.20 \A1;Ensanche de cimentacion O ZAPATA \A1;0.40 min \A1;Ensanche de cimentacion O ZAPATA \A1;0.10 \A1;0.40 \A1;0.40 -982.0133376402358 Øs de Columna ESTRIBOS @ 0.15 -982.0133376402358 a 0.70 m. con referencia al Nivel Natural del Terreno NOTA.- Las vigas de cimentacion serán emplazadas medida de la cara superior de la viga N.N.T. Øs de Columna N.P.T. ESTRIBOS @ 0.15 -982.0133376402358 MATERIAL SUELTO PARA PERMITIR DEFORMACION DE LA VIGA -982.0133376402358 -982.0133376402358 -982.0133376402358 -982.0133376402358 DETALLE DE V-C Ø3/8" 1@0.05,10@0.10,RSTO@0.20C/E -982.0133376402358 MATERIAL SERNIDO SIN COMPACTAR 0.70 CON REFERENCIA A NNT -982.0133376402358 -982.0133376402358 -982.0133376402358 -982.0133376402358 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.25 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.15 \A1;0.25 \A1;0.50 \A1;0.50 \A1;0.30 \A1;0.30 0.30 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.15 \A1;0.05 \A1;0.20 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.15 \A1;0.05 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.10 \A1;0.35 \A1;0.70 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.15 \A1;L/4 \A1;L/4 \A1;L/4 \A1;L/4 \A1;L = LUZ DE VIGA \A1;L/4 \A1;0.40 \A1;0.40 \A1;0.05 \A1;0.05 3 estribos de d de 3/8" Picar para empalmar ds de PISO SUPERIOR ds de PISO ANTERIOR DOWELLS -573.4070412571675 -573.4070412571675 \LDOWELLS A FUTURO ESCALA: 1/25 CUADRO TRASLAPES -524.3593543877736 -524.3593543877736 -524.3593543877736 -524.3593543877736 CAPA INFERIOR ZONA DE TRASLAPE TIPO A CAPA INFERIOR ZONA DE TRASLAPE TIPO A 0.70 0.70 1.25 1.25 0.40 0.40 A B 0.45 0.45 0.60 0.60 Ø 3/4" Ø 1" Ø 3/8" Ø Ø 1/2" Ø 5/8" ZONA DE TRASLAPE TIPO A CAPA INFERIOR ZONA DE TRASLAPE TIPO A CAPA INFERIOR -524.3593543877736 -524.3593543877736 ZONA DE TRASLAPE TIPO B CAPA SUPERIOR \LDETALLE DE TRASLAPES PERMITIDOS EN VIGAS Minimo 3 adicional @ 0.10 adicional @ 0.10 COLUMNA VIGA -545.477529537493 -545.477529537493 VIGA Minimo 3 VIGA según tipo COLUMNA adicional @ 0.10 según tipo según tipo VIGA COLUMNA según tipo Minimo 3 -545.477529537493 VIGA -545.477529537493 \LDETALLE DE ENCUENTRO DE VIGA - COLUMNA ( ELEVACION ) \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :1/25 VIGA VIGA VIGA VIGA VIGA VIGA VIGA -542.577740521257 -542.577740521257 VIGA -542.577740521257 -542.577740521257 VIGA \LDETALLE DE ENCUENTRO ENTRE VIGAS ( PLANTA ) \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :1/25 5 5 6 Ø DE 1/2" TIPO 1 VA-3 -544.9260314955475 -544.9260314955475 6 Ø DE 1/2" TIPO 1 VA-2 -544.8534314724943 -544.8534314724943 5 Ø DE 1/2" TIPO 1 VA-1 -544.676010532446 -544.676010532446 TIPO 1 4 Ø DE 1/2" V-A DOBLADO HORIZ. VER DETALLES X o Y (VER TIPO DE ESTRIBO EN SECCION) Øs (VER SECCION) \LDET. DE VIGA SOLERA \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :1/25 X-X X ds de 1/4"1@.05, 3@.10 resto a .25 4 d 3/8" -540.8918687175201 -540.8918687175201 X \LCOLUMNETA C-A PARA PARAPETO \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :1/25 -540.8918687175201 -540.8918687175201 DOBLADO HORIZ. VER DETALLES X o Y VER DETALLES X o Y DOBLADO HORIZ. (VER TIPO DE ESTRIBO EN SECCION) Øs (VER SECCION) \LDET. DE VIGA DE ARRIOSTRE \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :1/25 NOTA.-En caso que caiga en ladrillo se armara una losa maciza con d 3/8" @ 0.20 de 60x60 (cm) 1@.05, 4@.10 resto a .25 c/e \fRomantic|b1|i0|c2|p2;\LY - Y 4d 3/8" \A1;0.45 3/4" Y Y 5/8" \U+2205 \U+2205 TUBO PVC JUNTA DE SEPARACION TECKNOPOR e = 1" \LDET. COLUMNA DE ARRIOSTRE EN VIGA O LOSA \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :1/25 -552.0269202520298 -552.0269202520298 -552.0269202520298 -552.0269202520298 -552.0269202520298 -552.0269202520298 d 1/4" @ 0.25 TEMPERATURA d DE TENSOR -531.977180307531 -531.977180307531 -531.977180307531 -531.977180307531 -531.977180307531 -531.977180307531 EXTRAER LADRILLO Y LLENAR CON CONCRETO \LCORTE TIPICO TENSOR \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :1/10 -566.28015671204 d temp. = d 1/4" @ 0.25 -566.28015671204 -566.28015671204 -566.28015671204 S d 1/4" @ .20 2 d 3/8" -566.28015671204 -566.28015671204 -566.28015671204 \LCORTE TIPICO DE ALIGERADOS \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :1/10 \LVIGUETA DE BORDE Ø TIPO 1/4" 1/4" 1/4" 1/4" 1 2 3 4 ESPACIAMIENTO EN CADA EXTREMO 1 @ 0.05 - 4 @ 0.10 - 1 @ 0.15 - RESTO @ 0.25 1 @ 0.05 - RESTO @ 0.10 1 @ 0.05 - RESTO @ 0.25 CUADRO DE ESTRIBOS 3 @ 0.05 - 4 @ 0.10 - 1 @ 0.15 - RESTO @ 0.25 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 VS-1 -534.2306718444177 -534.2306718444177 VS -534.2306718444177 VS -534.2306718444177 \LDET. CAMBIO DE SECCION EN VIGAS SOLERAS (PLANTA) \fArial Narrow|b0|i0|c0|p34;\H0.4x;\lESCALA :1/20 \A1;0.25 \A1;0.10 \A1;0.15 4 Ø DE 1/2" TIPO 2 -424.1868115912782 -424.1868115912782 -424.1868115912782 \LV-S \lESCALA 1/25 \A1;0.30 \A1;0.25 \A1;0.40 \A1;0.25 5 5 6 Ø DE 1/2" TIPO 1 VA-4 \A1;1.20 \A1;1.30 \A1;3.81 \A1;3.41 \A1;4.98 \A1;4.90 \A1;2.04 \A1;3.15 \A1;1.05 \A1;0.98 \A1;3.22 \A1;4.00 \A1;2.84 \A1;0.83 \A1;1.60 \A1;1.55 \A1;1.05 \A1;0.98 \A1;3.22 \A1;4.00 \A1;2.84 \A1;0.83 \A1;3.59 \A1;2.75 \A1;3.95 \A1;4.00 \A1;2.60 \A1;2.60 \A1;4.00 \A1;3.25 \A1;0.70 \A1;3.59 \A1;2.05 \A1;0.70 \A1;3.41 \A1;0.77 \A1;2.15 \A1;0.15 \A1;2.30 \A1;1.65 \A1;0.15 \A1;0.65 \A1;0.15 \A1;0.65 \A1;4.05 \A1;0.15 \A1;0.20 \A1;0.15 \A1;2.95 \A1;0.15 \A1;1.80 \A1;1.60 \A1;0.30 \A1;2.40 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.15 \A1;0.90 \A1;1.55 \A1;0.40 \A1;0.90 \A1;2.40 \A1;0.40 \A1;0.75 \A1;2.20 \A1;0.15 \A1;1.20 \A1;0.30 \A1;1.35 \A1;0.25 \A1;0.20 \A1;1.05 \A1;2.96 \A1;0.15 \A1;2.85 \A1;0.80 \A1;0.15 \A1;1.80 \A1;0.80 \A1;0.15 \A1;0.70 \A1;0.30 \A1;4.71 \A1;3.25 \A1;0.55 \A1;1.60 \A1;0.40 \A1;0.25 \A1;0.60 \A1;1.50 \A1;1.00 \A1;0.65 \A1;0.25 \A1;1.10 \A1;2.00 \A1;0.25 \A1;0.60 \A1;0.60 \A1;0.65 \A1;0.60 \A1;0.15 \A1;4.05 \A1;0.15 \A1;1.80 \A1;2.87 \A1;0.30 \A1;1.80 \A1;3.15 \A1;0.15 \A1;0.20 \A1;0.20 \A1;2.40 \A1;2.40 \A1;0.30 \A1;0.90 \A1;0.30 \A1;2.62 \A1;0.25 \A1;0.30 \A1;0.40 \A1;3.54 \A1;0.53 \A1;0.30 \A1;3.26 \A1;2.04 \A1;3.15 \A1;1.05 \A1;0.98 \A1;3.22 \A1;4.00 \A1;2.84 \A1;0.83 \A1;1.60 \A1;1.55 \A1;1.05 \A1;0.98 \A1;3.22 \A1;4.00 \A1;2.84 \A1;0.83 \A1;3.59 \A1;2.75 \A1;3.95 \A1;4.00 \A1;2.60 \A1;2.60 \A1;4.00 \A1;3.25 \A1;0.70 \A1;3.59 \A1;2.05 \A1;0.70 \A1;1.18 \A1;0.20 \A1;0.77 \A1;0.15 \A1;2.40 \A1;0.20 \A1;2.10 \A1;3.24 \A1;0.90 \A1;0.75 \A1;1.05 \A1;0.95 \A1;1.30 \A1;2.20 \A1;1.45 \A1;0.15 \A1;2.30 \A1;0.15 \A1;1.55 \A1;0.80 \A1;1.50 \A1;2.60 \A1;2.60 \A1;3.40 \A1;4.05 \A1;4.73 \A1;4.65 \A1;0.90 \A1;0.95 \A1;2.35 \A1;3.15 \A1;0.90 \A1;0.80 \A1;0.65 \A1;2.10 \A1;1.20 \A1;2.30 \A1;1.70 \A1;0.75 \A1;0.55 \A1;0.55 \A1;4.00 \A1;0.43 \A1;1.20 \A1;0.30 \A1;1.35 \A1;0.25 \A1;0.20 \A1;4.00 \A1;1.40 \A1;1.35 \A1;2.25 \A1;1.05 \A1;0.15 \A1;1.44 \A1;0.15 \A1;1.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;3.95 \A1;3.40 \A1;1.05 \A1;0.30 \A1;2.55 \A1;0.90 \A1;2.40 \A1;1.00 \A1;2.20 \A1;0.72 \A1;0.60 \A1;1.50 \A1;2.15 \A1;1.20 \A1;0.25 \A1;0.65 \A1;0.10 \A1;0.80 \A1;0.10 \A1;1.50 \A1;0.85 \A1;0.40 \A1;1.60 \A1;0.55 \A1;0.35 \A1;0.15 \A1;4.05 \A1;0.15 \A1;1.40 \A1;0.15 \A1;1.65 \A1;0.15 \A1;2.20 \A1;0.75 \A1;2.20 \A1;0.15 \A1;0.20 \A1;0.90 \A1;0.65 \A1;1.30 \A1;0.15 \A1;0.65 \A1;3.20 \A1;0.15 \A1;0.15 \A1;1.85 \A1;2.04 \A1;3.15 \A1;1.05 \A1;0.98 \A1;3.22 \A1;4.00 \A1;2.84 \A1;0.83 \A1;1.60 \A1;1.55 \A1;1.05 \A1;0.98 \A1;3.22 \A1;4.00 \A1;2.84 \A1;0.83 \A1;3.59 \A1;2.75 \A1;3.95 \A1;4.00 \A1;2.60 \A1;2.60 \A1;4.00 \A1;3.25 \A1;0.70 \A1;3.59 \A1;2.05 \A1;0.70 \A1;1.15 \A1;3.00 \A1;5.90 \A1;0.80 \A1;0.80 \A1;1.05 \A1;0.80 \A1;0.80 \A1;0.15 \A1;2.60 \A1;0.90 \A1;0.80 \A1;0.75 \A1;0.35 \A1;3.00 \A1;3.35 \A1;2.20 \A1;0.15 \A1;3.15 \A1;1.81 \A1;0.30 \A1;0.70 \A1;0.83 \A1;3.90 \A1;1.87 \A1;2.30 \A1;2.15 \A1;0.15 \A1;0.40 \A1;0.15 \A1;2.55 \A1;6.05 \A1;1.20 \A1;2.15 \A1;3.95 \A1;4.31 \A1;1.20 \A1;1.05 \A1;0.30 \A1;0.80 \A1;1.10 \A1;2.60 \A1;0.95 \A1;0.30 \A1;0.42 \A1;0.70 \A1;0.60 \A1;1.30 \A1;0.15 \A1;0.70 \A1;1.30 \A1;0.70 \A1;0.80 \A1;0.25 \A1;3.30 \A1;0.15 \A1;2.30 \A1;2.92 5 2.10 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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.+ 2.90 DORMITORIO N.P.T.+ 0.30 DORMITORIO N.P.T.+ 2.90 SS.HH. N.P.T.+ 0.30 SS.HH. N.P.T.+ 2.90 SALA N.P.T.+ 2.90 COMEDOR N.P.T.+ 2.90 SS.HH. N.P.T.+ 2.90 ESTUDIO N.P.T.+ 2.90 TERRAZA N.P.T.+ 0.30 COCINA N.P.T.+ 0.30 SALA DORMITORIO SS.HH. SALA COMEDOR SS.HH. ESTUDIO N.P.T.+ 5.50 TERRAZA N.P.T.+ 8.10 DORMITORIO SS.HH. SALA COMEDOR SS.HH. ESTUDIO TERRAZA N.P.T.+ 5.50 N.P.T.+ 5.50 N.P.T.+ 5.50 N.P.T.+ 5.50 N.P.T.+ 5.50 N.P.T.+ 5.50 N.P.T.+ 8.10 N.P.T.+ 0.30 SS.HH. N.P.T.+ 2.90 SS.HH. N.P.T.+ 2.90 SS.HH. N.P.T.+ 2.90 COCINA N.P.T.+ 5.50 SS.HH. N.P.T.+ 5.50 SS.HH. N.P.T.+ 5.50 COCINA N.P.T.+ 8.10 SS.HH. N.P.T.+ 8.10 SS.HH. N.P.T.+ 8.10 COCINA N.P.T.+ 2.95 CLOSED N.P.T.+ 5.55 CLOSED N.P.T.+ 8.15 CLOSED N.P.T.+ 0.30 COCINA N.P.T.+ 0.30 DEPOSITO N.P.T.+ 0.30 PASILLO CORTE A-A CORTE B-B N.P.T.+ 8.10 N.P.T.+ 8.10 N.P.T.+ 8.10 N.P.T.+ 8.10 N.P.T.+ 8.10 N.P.T.+ 10.70 AZOTEA N.P.T.+ 10.70 AZOTEA ELEVACION LATERAL 5 5 B.A.F Ø=3/4" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ELEVACION FRONTAL 5 5 COMEDOR SALA DORMITORIO 3 DORMITORIO 2 ESTUDIO. COCINA PATIO JARDIN HALL RECEP. ESTACIONAMIENTO ESTAR DORMITORIO 1 CUARTO DE SERVICIO PATIO JARDIN JARDIN PRIMERA PLANTA DEPOS. S.H.-1 SS.HH. JACUSSI TOCADOR SS.HH. S.H. CHIMENEA DE SERV. B B A A N.P.T.+ 0.30 N.P.T.+ 0.30 N.P.T.+ 0.30 N.P.T.+ 0.15 N.P.T.+ 0.30 N.P.T.+ 0.30 N.P.T.+ 0.30 N.P.T.+ 0.25 N.P.T.+ 0.30 N.P.T.+ 0.30 N.P.T.+ 0.30 N.P.T.+ 0.00 2.00x1.50x0.90 1.50x1.50x0.90 N.P.T.+ 0.00 N.P.T.+ 0.30 1 2 3 4 5 6 7 8 1 1 2 N.P.T.+ 0.15 N.P.T.+ 0.15 N.P.T.+ 0.00 N.P.T.+ 0.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.90x2.40 0.90x2.40 0.90x2.40 0.90x2.40 0.90x2.40 5 0.70x2.40 0.70x2.40 0.70x2.40 0.70x2.40 0.70x2.40 2.15x1.50x0.90 5 5 2.35x1.50x0.90 2.40x1.50x0.90 2.40x1.50x0.90 2.20x1.50x0.90 1.70x1.50x0.90 1.80x1.50x0.90 1.60x1.40x0.75 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 AZOTEA N.P.T.+ 10.70 5 5 5 5 5 5 5 5 0.90x2.40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.55 5 5 2.40 5 5 5 5 5 5 5 5 5 5 5 <> 5 5 5 5 5 5 5 5 5 5 5 5 1.60 0.40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.75x2.40 0.75x2.40 1.45x2.40 1.45x2.40 5 5 5 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 E F G 10 9 8 7 6 5 4 2 1 10 9 8 7 6 5 4 2 3 5 5 A B C E F G D B` 5 5 5 5 B A A 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 A B C E F G 10 9 8 7 6 5 4 2 1 10 9 8 7 6 5 4 2 3 5 5 A B C E F G D B` 5 3 4 N.P.T.- 0.62 SS.HH. CORTE X-X 5 5 5 5 5 5 5 5 5 5 C/P= 0.170 P= 0.25 C/P= 0.16 P= 0.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.60x0.60x1.80 1.50x1.20x1.20 0.60x0.60x1.80 0.60x0.60x1.80 5 5 5 1 5 5 X COMEDOR SALA DORMITORIO 2 DORMITORIO 1 ESTUDIO COMEDOR DORMITORIO 1 COCINA COCINA 1 HALL \L2da, 3ra y 4ta PLANTA (PLANTA TIPICA) DORMITORIO 3 DORMITORIO 2 SALA SS.HH. SS.HH. PATIO PATIO S.H. S.H. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 planchado SS.HH. TERRAZA TERRAZA 5 5 B A A B N.P.T.+ 2.90 N.P.T.+ 2.90 N.P.T.+ 2.90 N.P.T.+ 2.90 N.P.T.+ 2.90 N.P.T.+ 2.90 N.P.T.+ 2.90 N.P.T.+ 2.90 N.P.T.+ 2.90 N.P.T.+ 2.90 N.P.T.+ 2.90 N.P.T.+ 2.90 N.P.T.+ 2.90 N.P.T.+ 2.90 N.P.T.+ 2.90 N.P.T.+ 2.90 N.P.T.+ 2.90 N.P.T.+ 2.90 N.P.T.+ 2.90 5 5 5 0.90x2.40 0.90x2.40 0.90x2.40 0.90x2.40 0.90x2.40 0.90x2.40 0.90x2.40 0.90x2.40 0.90x2.40 0.70x2.40 0.70x2.40 0.70x2.40 0.70x2.40 0.70x2.40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2.20x1.60x0.80 1.50x1.60x0.80 1.20x1.60x0.80 1.50x1.60x0.80 .65x1.60x.80 1.60x1.40x0.75 5 2.15x1.60x0.80 2.20x1.60x0.80 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 E F G 10 9 8 7 6 5 4 2 1 10 9 8 7 6 5 4 2 3 5 5 A B C E F G D B` 1.80x1.20x1.20 0.90x1.20x1.20 0.80x0.60x1.80 0.80x0.60x1.80 5 5 5 5 5 5 5 5 5 5 C/P= 0.170 P= 0.25 0.60x0.60x1.80 5 5 5 5 5 2.55x2.20 2.40x2.20 5 5 5 5 5 5 5 5 5 5 5 5 AZOTEA

Language	Spanish
Drawing Type	Full Project
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	apartment, apartments, autocad, building, condo, development, DWG, eigenverantwortung, elevations, Family, full, group home, grup, Housing, levels, mehrfamilien, multi, multifamily, multifamily housing, ownership, partnerschaft, partnership, Project, sections