Walls – Block – Details DWG Detail for AutoCAD

Walls – Block – Details DWG Detail for AutoCAD

Walls – Block – Details

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

structure plant, esc, v.m., p.m., m.h.a., d.m. acma, Wall, d.m., Wall, d.m. acma, d.m. acma, Wall, d.m. acma, d.m., Wall, d.m. acma, d.m. acma, d.m., lift shaft, lift shaft, lift shaft, esc, lift axes, lift shaft, esc, esc, esc, dm. acma, pillar, dm. acma, esc, dm. acma, P.S., Beam edge detail, mesh, esc, pillar, mesh, Wall, beam, mesh, hook, pillar, hook, dm. acma, Reinforced concrete walls s.i.c., m.h.a.

Raw text data extracted from CAD file:

L=360 CA1520 \A1;273.1 \A1;20 \A1;20 \A1;32 \A1;91 \A1;32 \A1;248.5 \A1;572 \A1;204 \A1;262.4 \A1;425 \A1;775 \A1;386 \A1;154 \A1;195 \A1;177 \A1;198 \A1;425 \A1;208 \A1;125 \A1;43 \A1;50 \A1;50 \A1;50 \A1;7.5 \A1;17.5 \A1;125 \A1;50 \A1;50 \A1;50 \A1;7.5 \A1;17.5 \A1;121.5 \A1;84.5 \A1;64 \A1;75.5 \A1;374 \A1;225 \A1;122.5 \A1;223.5 \A1;59 \A1;34 \A1;59 \A1;324 \A1;34 \A1;15 \A1;64 \A1;36.5 \A1;81 \A1;121.5 \A1;101 \A1;89.5 \A1;34 \A1;207.5 \A1;R325 \A1;70.5 \A1;204 \A1;35.5 \A1;103.5 \A1;56 \A1;45.5 \A1;163 \A1;95 \A1;102.5 \A1;78.5 \A1;204 \A1;103.5 \A1;92.5 \A1;72.5 \A1;98 \A1;39.7 \A1;33 \A1;56 \A1;98 \A1;56 \A1;56 \A1;32 \A1;91 \A1;32 \A1;95 \A1;102.5 \A1;146 \A1;85.5 \A1;204 \A1;205 \A1;101.5 \A1;21 \A1;85.5 \A1;170 \A1;150 \A1;124 \A1;42.3 \A1;98 \A1;98 \A1;56 \A1;56 \A1;115.5 \A1;95 \A1;112.5 \A1;91 \A1;81 \A1;20.5 \A1;32 \A1;73.5 \A1;32 \A1;64 \A1;55.5 \A1;55.5 \A1;150 \A1;225 \A1;81 \A1;73.5 \A1;20.5 \A1;91.5 \A1;204 \A1;85.5 \A1;45.5 \A1;104 \A1;85.5 \A1;184 \A1;110.5 \A1;130.5 \A1;195 \A1;375 \A1;225 \A1;375 \A1;525 \A1;375 \A1;10.5 \A1;875 \A1;656 \A1;202.2 \A1;412.5 \A1;121.5 \A1;385 \A1;315 \A1;131.5 \A1;96 \A1;104 \A1;425 \A1;123 \A1;81 \A1;81 \A1;64 \A1;46 \A1;64 \A1;39.5 \A1;64 \A1;46 \A1;64 \A1;26.6 \A1;91 \A1;20.5 \A1;91 \A1;20.5 \A1;112.5 \A1;39.5 \A1;93 \A1;59.5 \A1;111.5 \A1;134.5 \A1;110.5 \A1;25 \A1;154 \A1;60 \A1;41 \A1;101 \A1;131.5 \A1;119.7 \A1;104 \A1;60.5 \A1;21 \A1;81 \A1;104 \A1;565 \A1;525 \A1;104 \A1;223.5 \A1;111 \A1;113.5 \A1;89.3 \A1;91 \A1;355 \A1;339 \A1;26 \A1;155 \A1;315 \A1;104 \A1;35 \A1;61 \A1;104 \A1;111 \A1;307.5 \A1;288.1 \A1;315 \A1;425 \A1;315 \A1;315 \A1;213 \A1;99 \A1;213 \A1;58.5 \A1;91 \A1;20.5 \A1;58.5 \A1;91 \A1;20.5 \A1;130 \A1;307.5 \A1;171.6 \A1;20 \A1;130 \A1;20 \A1;42.5 \A1;99 \A1;50 \A1;50 \A1;50 \A1;112 \A1;115 \A1;18 \A1;60 \A1;256 \A1;280 \A1;70 \A1;40 \A1;80 \A1;60 \A1;171.6 \A1;75 \A1;280 \A1;280 \A1;70 \A1;280 \A1;70 \A1;170 \A1;75 \A1;75 \A1;70 \A1;70 \A1;280 \A1;70 \A1;75 \A1;20 \A1;20 \A1;2O \A1;15 \A1;15 \A1;15 32.00000002002344 91.00000016833656 5 5 572 203.9999999906868 262.4326355670491 425.0000000116415 775 5 154 194.9999999837019 177 5 425.0000005361944 PLANTA DE ESTRUCTURA 5 125.0000000115542 5 49.99999973201193 5 5 5 5 125.0000002623274 49.99999973767262 5 5 5 5 ESC. 1:50 121.5 84.5 64.00001506843546 5 5 5 122.4999997278574 5 59.0 33.99999999999545 59.00000000000273 324 34.00000001508397 14.99999997452232 64.0000000127211 5 81.00000000681484 121.5 5 5 5 207.5000000820864 5 70.49999972572186 204.000000005577 5 103.499999991589 56.00000003678724 5 5 94.99999999534339 5 78.5 204.0000000189029 5 5 5 98.0 39.67708713561296 32.96873849444091 56.00000003678724 98.0 5 56.0 32.0 91.0000000046557 5 5 102.4999999961728 5 85.49998495673208 5 204.9999999872634 101.5 21 85.49999998956628 5 149.9999999933061 124.0 42.32291273584997 98.0 98.0 56.00000003678724 56.00000001817534 5 5 112.5000000064902 91.0 80.99999999998545 20.49999997956911 5 5 32.0000000046557 63.99999999068677 5 55.49999993204256 5 225.0000000116415 80.99999999183638 5 20.4999997306877 5 204.0 85.50000001164153 45.49999999790452 5 85.4999999916181 184.0000000046557 5 5 194.9999999953434 375.0000000387408 5 5 5 375.0000000023429 5 5 656 202.2048966932716 5 121.4999998109433 385 314.9999999778556 5 5 5 5 123 81.0000000474538 5 5 46.0 5 39.5 63.99999999767169 46.0 64.0 5 91.00000001650187 5 91.00000002232264 5 5 39.5 93.00000000440923 59.50000001705484 111.4999999851279 5 110.5000000116415 5 153.9999999626452 5 41 5 5 119.6506353182776 103.9999999708962 60.50000000676664 21 81.0000000601176 103.9999999864121 564.99999998782 5 103.9999999903648 5 5 113.5 5 5 355.0000000147547 5 5 155.0000000046566 314.9999999518805 104.0000000123619 5 5 103.99999999789 110.9999999673091 307.5000001266017 5 314.9999999991705 425.000000017375 315.0000000023283 5 5 99.0131645463407 212.9934177263203 5 91.00000006422943 20.50000000674117 5 91.00000000766522 20.50000000252476 130 V.M. V.M. 307.5 5 5 130 5 5 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.M.- 1 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 V.20/75 5 50.0 5 5 112 V. 20/50 P.M. d25 P.M. d25 5 5 M.H.A. e=20cm CA1520 L=360 CA2030 V.F.- 20/30 Ed8@15 30 30 5 L=440 4d16 DETALLE-1 30 30 5 L=240 2d12 5 5 40.0 L=450 V.F.- 20/30 CA2030 L=450 D.M. Acma C188 80.0 30 Muro e=20 30 DETALLE-1 V.M.-1 2L 40x40x3 C 200x75x5 C 200x75x5 2L 40x40x3 (TIP.) 5 5 V.- 20/75 2d12 30 30 D.M. C188 L=240 2d12 L=240 5 30 30 5 Muro e=20 5 D.M. Acma C188 5 2d12 30 L=600 L=360 CA1520 30 D.M. Acma C221 Muro e=20 5 D.M. Acma C188 2d12 L=420 CA2030 30 L=230 5 L=600 D.M. C221 CA1520 L=360 V.- 20/75 5 2d12 L=360 CA1520 5 30 30 2d12 L=360 CA1520 L=250 30 L=360 CA1520 30 5 5 Muro e=20 D.M. Acma C221 L=230 CA2030 D.M. Acma C188 5 CA1520 L=360 L=250 D.M. C221 L=360 CA1520 2d12 30 30 V.- 20/75 2d12 L=600 CA1520 L=360 30 5 L=175 30 30 L=440 L=405 2d12 2d12 CA2030 Ed8@20 Ed8@20 5 5 D.M.C188 2d12 2d12 30 30 30 30 L=230 V.- 20/75 +0.18 -0.18 +0.18 ELEVACION EJE - E +2.98 +0.18 +-0.00 ELEVACION EJE - F/Q/S +2.98 +0.18 +-0.00 ELEVACION EJE - H +2.98 ESC. 1:50 ESC. 1:50 ESC. 1:50 -0.18 ELEVACION EJES - J-P' +-0.00 ELEVACION EJE - I +2.98 +0.18 +2.98 ESC. 1:50 ESC. 1:50 DETALLE- 1 ESC. 1:10 20 20 DETALLE- 2 ESC. 1:25 V.20/75 DM. Acma C188 PILAR DM. Acma C188 2O DETALLE- 3 ESC. 1:25 30 DM. Acma C188 DM. Acma C188 DM. Acma C188 DM. Acma C188 DM. Acma C188 DM. Acma C188 DM. Acma C188 DM. Acma C 188 DM. Acma C 188 DM. Acma C 188 DM. Acma C 188 DM. Acma C 188 DM. Acma C 188 DM. Acma C 188 DM. Acma C 188 DM. Acma C 188 DM. Acma C 188 DM. Acma C 188 DM. Acma C 188 DM. Acma C 188 DM. Acma C 188 DM. Acma C 188 DM. Acma C 188 DM. Acma C 188 DM. Acma C188 DM. Acma C188 DM. Acma C188 DM. Acma C188 DM. Acma C188 DM. Acma C188 DM. Acma C188 DM. Acma C188 DETALLE-1 DETALLE-3 (TIP.) DETALLE-2 (TIP.) (TIP.) V.20/75 V.20/75 DM.d8@20 P.D. 4"x4" P.D. 4"x4" P.D. 4"x4" P.D. 4"x4" P.D. 4"x4" P.D. 4"x4" P.D. 4"x4" P.D. 4"x4" P.D. 4"x4" P.D. 4"x4" P.D. 4"x4" DETALLE BORDE DE VIGAS MALLA ESC. 1:10 PILAR SEG/ELEV MALLA MURO VIGA SEG./ELEV. e=20cm MALLA MALLA SEG./ELEV. 15.0 GANCHO PILAR SEG./ELEV. 15.0 GANCHO 15.0 V.20/45 V.20/45 DETALLE-1 DETALLE-1 DETALLE-1 DETALLE-1 V. 20/45 5 DM. Acma C188 MUROS DE HORMIGON ARMADO e=20cm S.I.C. M.H.A. e=15cm 5 5 V.20/45 V.20/45 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, betonsteine, block, concrete block, DETAIL, details, DWG, walls