Residence DWG Block for AutoCAD

Residence DWG Block for AutoCAD

STUDENT RESIDENCE

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

iii, armed with slab, armed with beam, bridge, foundation plant, armed with covered slab, seals: iron sheet, chains, plinths, columns, type, dimensions, observations, development, total, lengths, slabs, plinths , stairs, columns, chains, chain, asy, technical specifications, replantillo, elevation, points will carry anchoring iron, plant, iron types, variable, asx, plinth box, type plinth, location, nv. f., main, foundation, without scale, anchor iron, foundation, star, chain, slab, column type, column, cut type of slab, cut type of beam in slab, distr. of stirrups in beam, stairs, covered slab, summary of irons, total kg, total, support chain, tiered plant, replan, support beam, cut support beam, cut a – a, cut b – b, cut c – c, v ”

Raw text data extracted from CAD file:

\A1;3.90 \A1;4.20 \A1;3.70 \A1;4.85 \A1;4.85 \A1;1.20 \A1;3.90 \A1;4.20 \A1;3.70 \A1;.95 \A1;4.85 \A1;4.85 \A1;.95 \A1;2.20 \A1;2.65 .30 \A1;0.20 \A1;0.30 \A1;.95 \A1;4.85 \A1;4.85 \A1;.95 \A1;4.85 \A1;4.85 \A1;2.20 \A1;2.65 \A1;3.90 \A1;4.20 \A1;3.70 \A1;1.35 \A1;1.35 \A1;.60 \A1;4.20 \A1;.45 \A1;.45 \A1;1.35 \A1;.25 \A1;2.20 \A1;.20 \A1;.40 \A1;.10 \A1;.20 \A1;.10 \A1;.40 \A1;.20 \A1;0.30 \A1;0.20 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.10 \A1;.40 \A1;0.30 \A1;0.20 \A1;L \A1;L / 4 \A1;1.15 \A1;4.20 \A1;1.00 \A1;1.00 \A1;2.20 1.05 0.20 1.80 .40 .30 4.20 .30 1.25 .30 \A1;0.25 0.20 1.00 1.00 2.20 \A1;3.90 \A1;4.20 \A1;3.70 \A1;.95 \A1;4.85 \A1;4.85 \A1;.95 \A1;2.20 \A1;2.65 \A1;2.65 \A1;2.20 \A1;4.85 \A1;4.85 \A1;3.70 \A1;3.90 \A1;4.20 \A1;1.35 \A1;1.35 \A1;.60 21d12Mc131 II III III IV IV III I I II III III III II II 3.90 4.20 3.70 4.85 4.85 1.20 A B C D 1 2 2 2' 3 21d12Mc133 3d12Mc132 21d12Mc133 21d12Mc131 9d12Mc130 26d12Mc136 3d12Mc135 3d12Mc137 1d12Mc139 4d12Mc138 8d12Mc147 19d12Mc144 2d12Mc145 8d12Mc148 6d12Mc146 15d12Mc143 8d12Mc143 15d12Mc143 4d12Mc141 4d12Mc140 12d12Mc131 19d12Mc142 12d12Mc131 3.90 4.20 3.70 .95 4.85 4.85 .95 A B C D 1 2 3 3d12Mc132 1d12Mc134 ARMADO DE LOSA ESCALA. 1 : 75 Nvs. + 2.85 .30 .30 .20 .20 .20 .20 2.20 2.65 2 3 2' 2 ARMADO DE VIGA ESCALA H- 1:15 V-1:75 3 2d12mm 3d12mm .30 3 1 3 0.20 ESCALA 1:10 CORTE 3 - 3 PUENTE ESTR. d8mm A .10 y .20 c/u. 5d12mm 0.30 .95 4.85 4.85 .95 1d12mm 6d12Mc177 2d12Mc166 19d12Mc176 8d12Mc178 9d12Mc179 2.65 2.20 4.85 4.85 3 3 12d12Mc173 16d12Mc174 2' 2 2 20d12Mc173 4d12Mc172 8d12Mc175 1 13d12Mc173 4d12Mc171 15d12Mc174 3.70 3.90 4.20 A 23d12Mc163 C 1d12Mc164 23d12Mc162 B 9d12Mc161 1d12Mc164 23d12Mc162 D 23d12Mc163 ARMADO DE LOSA 29d12Mc166 28d12Mc167 Nvs. + 5.55 ESCALA. 1 : 75 3d12Mc168 4d12Mc169 1d12Mc165 1d12Mc166 \A1;.40 \A1;L/2 \A1;L \A1;L/4 E. A .10 \A1;L/4 E. A .10 ESTR. A .20 ESCALA. 1 : 75 PLANTA DE CIMENTACION 9d12Mc160 9d12Mc179 4d12Mc170 1.35 1.35 .60 .20 .20 .20 .20 \A1;.40 .30 .30 5d12Mc201 5d12Mc201 6d12Mc200 11d12Mc202 18d12Mc203 18d12Mc204 B C 4.20 .45 .45 2 2' 1.35 .25 2.20 ARMADO DE LOSA TAPAGRADA ESCALA. 1 : 75 \A1;.40 \A1;.40 \A1;.40 \A1;.40 .15 7.00 9 63.00 12 C 6.70 161 S E L L O S: C 12 1.40 175 .15 0.25 1.00 183 8 O 0.35 182 8 O 0.25 181 8 O 0.15 I I L' I I 12 12 12 12 12 1.00 6.40 6.80 11.00 4.00 176 180 179 178 177 .15 .15 2x1.50 12 12 12 12 167 I 9.10 166 I 5.20 165 U 3.00 12 12 C C 12 C I 1.60 5.90 2.10 1.10 .15 .15 C C C C 12 10 12 12 C 12 7.90 11.00 5.70 2.60 1.90 .15 .15 172 173 170 171 174 168 164 163 162 1.70 8 13.60 96.80 1.10 88 .05 157.50 0.90 175 .05 282.60 0.90 314 .05 6.60 7.00 2.20 11.20 4.20 8 18 18 19 6 52.80 126.00 39.60 212.80 25.20 .10 .10 .10 .10 260.40 9.30 28 .10 172.80 5.40 32 .10 6.20 6.20 1 2.40 46 1.40 46 2 3 1.90 6.10 110.40 64.40 3.80 18.30 8.20 11.30 6.00 2.90 4 4 4 45 2.20 31 32.80 45.20 24.00 130.50 68.20 .10 .10 113 ARMADO DE LOSA Nv. +5.55 LOSA Nv+ 2.85 12 I 5.20 139 .15 0.15 .15 .15 12 12 12 12 C C C C 10.00 1.40 2.50 11.60 .15 .15 143 142 141 140 12 8 12 12 12 8 8 I I I O O O I 12 C 5.90 11.60 0.15 4.60 3.60 0.25 0.35 7.00 0.15 147 148 149 145 146 150 151 160 12 144 I 10.00 2x1.50 .15 .15 121 12 L .30 120 12 L 9.45 .30 8 O .25 .15 12 12 12 12 12 12 12 I C I I C C U 12 I 4.40 3.00 1.10 5.80 11.90 2.20 1.20 3.90 .15 .15 12 C 11.90 130 135 134 133 137 136 131 132 138 122 .10 1 5.40 5.40 .10 .10 .10 .10 30 1.70 19 4 4 2.80 10.30 11.90 51.00 53.20 41.20 47.60 8 8 285 2 6 165 83 6.10 11.80 0.90 4.80 3.80 0.90 1.10 7.30 9 48.80 94.40 256.50 9.60 22.80 148.50 91.30 65.70 .05 .10 .10 19 10.20 193.80 .10 .10 .10 24 7.15 180.00 60 9.75 585.00 770 .90 693.00 3 1 42 3 26 66 6 4.60 6.20 1.40 6.00 12.00 2.50 1.50 4 4.10 59.80 6.20 58.80 18.00 312.00 165.00 9.00 16.40 9 12.00 108.00 PLANILLA DE HIERROS CADENAS PLINTOS COLUMNAS d TIPO .15 .15 .15 .15 .15 I 12 112 104 1.30 C 12 d b c .15 .15 12 12 12 12 12 12 12 12 C I I C C C 8 0 a 11.90 .90 1.00 4.30 1.10 1.20 101 110 111 100 102 103 DIMENSIONES Mc OBSERVACIONES Nº 161.60 10.10 16 .05 25.60 1.60 16 DESARR. 20 4 12 132 28 42 1.30 4.50 12.00 1.20 1.40 1.50 370 0.70 26.00 18.00 144.00 158.40 39.20 63.00 259.00 TOTAL g .10 .10 LONGITUDES * NIVEL DE FUNDACION -1.40 CON REFERENCIA AL Nv+- 0.00 * Qs = 15 Ton/m ASUMIDO, SE COMPROBARA EN OBRA * RECUBRIMIENTOS MINIMOS: * fc = 210 kg/cm A LOS 28 DIAS * BLOQUES ALIVIANADOS DE 0.40 x 0.20 x 0.15 * LAS MEDIDAS PREVALECEN A LA ESCALA * fy = 4200 kg/cm a O a b g a b b L g b g g a a a g C´ L´ I g K b c a g g g c V' b g g a 5.00cm 2.50cm 3.00cm 2.50cm 2.50cm 2 2 2 Losas Plintos Escaleras Columnas Cadenas C A D E N A ASY ESPECIFICACIONES TECNICAS R E P L A N T I L L O Elevación * EN LAS COLUMNAS PERIMETRALES MARCADAS CON LINEAS DE PUNTOS LLEVARAN HIERRO DE ANCLAJE Planta TIPOS DE HIERROS \A1;LX b b a C Nv -1.40 V a g c \A1;LY 5cm RECUBRIMIEMTO ASY H .10 variable ASX .20 CUADRO DE PLINTOS 7d12mm @ 15.00cm c/u Mc.100 8d12mm @15.71cm c/u Mc.100 10d12mm @14.45cm c/u Mc.101 9d12mm @15.00cm c/u Mc.100 2 IV B2-C2 PLINTO TIPO ASX -1.30 1.10 1.40 0.30 I 2 TIPO Nº II 4 B2'-C2' UBICACION A1-A3-D1-D3 6 III B1-C1-A2-D2-B3-C3 ASX -1.30 Nv. F. H -1.30 1.00 LX 1.00 1.00 LY 1.20 DIMENSIONES 0.30 0.30 0.30 -1.30 1.00 1.30 Nv+0.15 8d12mm @14.29cm c/u Mc.104 ESCALA 1:25 ASY 7d12mm @15.00cm c/u Mc.102 7d12mm @ 15.00cm c/u Mc.100 AS PRINCIPAL 7d12mm @15.00cm c/u Mc.103 .40 .10 .20 .10 .20 \A1;.40 ESCALA 1:15 CIMIENTOS .40 .20 ESTR. d8mm a 20cm c/u. 4d12mm ESTR. d8mm 4d12mm a 20cm c/u. \A1;.60 \A1;.20 SIN ESCALA HIERRO DE ANCLAJE 2d12mmMc.251 cimiento Nv-1.40 .20 .10 variable H \A1;L/4 Nv+0.15 \U+2205 ESTR. CADENA 8mm A 10cm c/u. R E P L A N T I L L O 1 \A1;L/4 \A1;L/2 Nv +2.85 \A1;L LOSA \U+2205 ESTR. \U+2205 ESTR. 8mm A 10cm c/u. 8mm A 20cm c/u. ARMADO TIPO COLUMNA SIN ESCALA 0.30 CORTE 1 - 1 ESCALA 1:10 COLUMNA 0.20 6d12mm A .10 y .20 c/u. ESTR. d8mm \A1;.10 \A1;.10 .40 \A1;.10 \A1;.10 .40 ESCALA 1:25 CORTE TIPO DE LOSA CONCREFIBRA - CR3 .40 .20 .05 .15 CORTE TIPO DE VIGA EN LOSA .40 .10 .40 ESCALA 1:25 ESTR. d8mm A .10 y .20 \A1;Variable .20 .15 .05 AS PRINCIPAL \A1;.10 CORTE VIGA 2 - 2 ESCALA 1:10 0.30 0.20 ESTR. d8mm A .10 y .20 c/u. 6d12mm 3d12mm DISTR. DE ESTRIBOS EN VIGA BANDA A .20 L ESCALA H- 1:75 V-1:15 \A1;L / 2 E. A .10 L / 4 4.20 C L / 4 E. A .10 2 2 3d12mm 3.90 B ESTR. A .20 D 3.70 S E L L O S: ESCALERAS PLANILLA DE HIERROS LOSA TAPAGRADA RESUMEN DE HIERROS .10 I 5.10 202 12 6.32 836.71 46.22 273.74 102.31 8 196.04 CADENAS PLINTOS T O T A L Kg ESCALERAS LOSA TAPAGRADA HIERROS Kg \ d COLUMNAS LOSA Nv+2.85 2.40 .10 .10 0.25 0.25 0.50 0.35 1.00 0.50 V V' 12 221 220 12 219 218 217 216 215 214 213 212 211 210 I 0.60 C' C' L' L' 0.75 0.90 0.70 0.80 L I K I' L' 0.35 1.00 0.35 1.30 0.55 12 12 12 12 12 12 10 12 12 12 0.25 .15 C C 5.10 1.60 201 200 12 12 a d TIPO Mc b c DIMENSIONES 58.30 11 5.30 5084.34 230.07 273.10 T O T A L 1369.09 953.06 14 389.67 277.23 4221.02 197.14 26.61 26.61 226.88 679.32 287.36 277.23 12 1173.05 10 6 6.60 6 5.70 6 7.50 6 13.80 12 9.60 30.00 30 43.20 36 18.60 6 12.60 2.10 6 3.10 .10 .10 6.30 14.70 10.50 0.80 .10 0.95 1.10 1.15 1.25 .10 .10 .10 1.05 1.20 2.45 1.75 6 6 6 1.00 .10 .10 .10 .10 19.00 32.40 10 6 1.90 5.40 OBSERVACIONES TOTAL d DESARR. g Nº LONGITUDES 169 12 I 4.40 .15 .10 4 4.60 18.40 6.85 9.90 .10 0.25 .05 .05 .15 .15 .10 .15 .10 203 12 C 3.80 .15 18 4.10 73.80 204 12 I 3.80 .10 18 4.00 72.00 204 8 O 0.25 0.15 130 0.90 117.00 .15 .05 1.15 4.20 .30 .20 1.05 .30 .30 .30 .30 .30 1.00 1.00 2.20 C B 2 2' CADENA DE APOYO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 B C C A B Nv+5.55 Nv+2.85 S Nv+2.85 Nv+0.15 A ESCALA. 1 : 75 PLANTA DE GRADAS 5 5 5 <> 5 .40 .30 .30 REPLAN .10 .40 Nv +0.15 \A1;.18 \A1;.18 Nv +2.90 LOSA Nv +2.85 Nv +5.55 LOSA Nv +1.59 Nv +4.29 Nv +1.23 \A1;.25 .12 .12 \A1;.25 VIGA DE APOYO VIGA DE APOYO a 12cm a 12cm 6d12mmMc.220 14d10mmMc.212 6d12mmMc.219 6d12mmMc.218 6d12mmMc.211 6d12mmMc.214 6d12mmMc.213 12d10mmMc.212 6d12mmMc.210 6d12mmMc.217 6d12mmMc.214 6d12mmMc.215 6d12mmMc.216 a 6d12mmMc.189 6d12mmMc.189 6d12mmMc.189 6d12mmMc.189 12cm 6d12mmMc.189 6d12mmMc.189 .15 VIGA DE APOYO 6d12mmMc.189 Nv +3.93 \A1;.25 .30 \A1;.18 ESCALA 1:10 A .10 y .20 c/u. CORTE VIGA DE APOYO 0.20 0.25 ESTR. d8mm 4d12mm ESCALA 1:25 CORTE A - A ESCALA 1:25 CORTE B - B ESCALA 1:25 CORTE A - A Nv +1.23 Nv +3.93 Nv +4.29 Nv +1.59 .12 .12 1.00 1.00 2.20 2 2' CORTE C - C ESCALA 1:25 6d12mmMc.228 6d12mmMc.227 6d12mmMc.226 6d12mmMc.226 6d12mmMc.225 6d12mmMc.226 6d12mmMc.226 6d12mmMc.229 6d12mmMc.219 14d12mmMc.212 B C 12 12 12 12 12 12 12 12 222 223 224 225 226 227 228 229 I L' C' L' L' C' I V'' 1.20 1.55 1.80 0.55 0.45 0.40 0.55 .10 0.25 0.25 0.25 1.65 .10 .10 .10 .10 .10 .10 6 6 6 6 6 6 24 6 1.40 0.90 1.75 0.75 1.00 3.90 0.60 1.05 6.30 3.60 8.40 23.40 10.50 5.40 24.00 4.50 0.80 0.15 0 230 8 6 .05 0.20 16.00 .10 .10 .10 .10 1.55 .10 0.25 2x.10 0.90 0.60 0.25 0.10 LOSA Nv+5.55 212.08 1380.04 1592.12 g V'' c g a b g b c I' 4.85 19d12Mc144 2.65 2.20 Nvs. + 2.85 ARMADO DE LOSA ESCALA. 1 : 75 1d12Mc139 1d12Mc134 3d12Mc137 3d12Mc135 26d12Mc136 2' 3 2 4.85 4d12Mc141 .95 3 12d12Mc131 15d12Mc143 .20 2 19d12Mc142 8d12Mc143 .20 4d12Mc138 .30 2d12Mc145 6d12Mc146 \A1;.40 .20 .20 8d12Mc147 3d12Mc132 4.20 21d12Mc131 3.90 3d12Mc132 21d12Mc133 .95 1 12d12Mc131 4d12Mc140 15d12Mc143 A B 9d12Mc130 21d12Mc131 3.70 21d12Mc133 .30 8d12Mc148 D C .60 4.20 3.90 3.70 Nvs. + 5.55 ESCALA. 1 : 75 ARMADO DE LOSA 9d12Mc179 4d12Mc172 4.85 2.20 2.65 1.35 1d12Mc166 1d12Mc165 3d12Mc168 28d12Mc167 29d12Mc166 4d12Mc171 16d12Mc174 12d12Mc173 3 4d12Mc169 .30 2d12Mc166 6d12Mc177 4.85 .20 8d12Mc175 20d12Mc173 2 .20 1.35 4d12Mc170 15d12Mc174 13d12Mc173 1 19d12Mc176 \A1;.40 .20 .20 8d12Mc178 .30 9d12Mc179 23d12Mc163 A 23d12Mc162 1d12Mc164 9d12Mc161 B 9d12Mc160 23d12Mc163 D 23d12Mc162 1d12Mc164 C 2' 3 2

Language	Spanish
Drawing Type	Block
Category	Hospital & Health Centres
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	abrigo, autocad, block, DWG, geriatric, residence, shelter, student