Rural Health Center DWG Detail for AutoCAD

Plants – Cortes – Details

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

medical room, clinic, healing, observations, waiting room, bathroom, access, architectural floor, foundation plant, slab floor, main facade, cut a – a, stone foundation, flattened, apparent zozo, sidewalk, garrison concrete, cures, concrete template, intermediate chain, annealed red partition wall, enclosure chain, reinforced concrete slab, brickwork, waterproofing, castle anchor, template, castle type, slab cutting, canes, low straights, swings

Raw text data extracted from CAD file:

1 \A1;1.35 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;7.20 \A1;0.50 0 1 2 3 4 5 6 7 8 9 10 0 5 10 15 20 0 5 10 15 20 25 30 35 40 45 50 0 1m 2 3 4 5 6 7 8 9 10 0 0.5 1m 1.5 2m 0 1m 2 3 4 5 \A1;0.15 \A1;0.15 \A1;0.70 \A1;0.70 \A1;0.10 \A1;0.20 \A1;0.70 \A1;0.05 \A1;0.70 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.15 \A1;2.30 \A1;0.10 \A1;2.30 \A1;1.20 \A1;3.50 \A1;2.50 \A1;1.00 \A1;3.60 \A1;1.00 \A1;2.00 \A1;10.80 \A1;0.60 \A1;1.55 \A1;1.75 \A1;3.60 \A1;3.90 \A1;3.60 \A1;6.60 \A1;1.00 \A1;2.00 \A1;10.80 \A1;1.75 \A1;1.55 \A1;3.60 \A1;3.90 \A1;3.60 \A1;6.60 \A1;0.60 \A1;0.68 \A1;2.00 \A1;1.00 \A1;10.80 \A1;1.75 \A1;1.55 \A1;3.60 \A1;3.90 \A1;0.60 \A1;0.60 \A1;6.60 \A1;1.00 \A1;2.00 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.70 \A1;0.70 \A1;0.02 \A1;1.00 \A1;1.30 \A1;0.20 \A1;0.60 \A1;3.30 \A1;3.30 \A1;1.55 \A1;0.60 \A1;1.75 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 0.7000000000000057 0.7000000000000057 0.7000000000000057 0.7000000000000057 0.3000000000000018 0.3000000000000018 0.1 0.1 0.0999999999999999 0.0999999999999999 0.1000000000000018 0.1000000000000018 1 5 3 4 A B C D CUARTO DEL MEDICO CONSULTORIO CURACIONES OBSERVACIONES SALA DE ESPERA BAÑO BAÑO 1.550087998451829 1.750099353090773 3.600204383501017 3.900221415459441 10.80061315050306 0.6027522065735553 3.600204383500994 1.000056773194729 2.000113546389457 5 6.60037470308518 ACCESO 2 1 5 3 4 A B C D CUARTO DEL MEDICO CONSULTORIO CURACIONES OBSERVACIONES SALA DE ESPERA BAÑO BAÑO 1.550087998451822 1.750099353090775 3.600204383501023 3.900221415459434 10.80061315050305 0.6027522065735553 3.600204383500994 1.000056773194729 2.000113546389457 0.6750383219064702 6.60037470308518 ACCESO 2 5 5 5 5 5 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 PLANTA ARQUITECTONICA esc. 1:50 PLANTA DE CIMENTACION esc. 1:50 1 5 3 4 A B C D CUARTO DEL MEDICO CONSULTORIO CURACIONES OBSERVACIONES SALA DE ESPERA BAÑO BAÑO 1.550087998451829 1.750099353090775 3.600204383501023 3.900221415459427 10.80061315050305 0.6027522065735553 5 1.000056773194729 2.000113546389457 0.5996094195136834 6.600374703085178 ACCESO 2 PLANTA DE LOSA esc. 1:50 3.300187351542604 \A1;3.60 VARS. @ 0.20 VARS. @ 0.20 VARS. @ 0.20 VARS. @ 0.20 VARS. @ 0.20 VARS. @ 0.20 VARS. @ 0.20 VARS. @ 0.20 VARS. 3/8″ VARS. 3/8″ 1.200068127833675 2.300000000000011 FACHADA PRINCIPAL esc. 1:50 A B C D 3.600204383501023 1.000056773194729 2.000113546389457 1.000056773194728 2.500011354638957 3.500068127833686 CORTE A – A esc. 1:50 LOSETA VINILICA DE 3 MM N.P.T 0.00 CIMENTACION DE PIEDRA APLANADO ZOCLO APARENTE BANQUETA N.B – 0.10 2 % PEND. N.T.N-0-30 GUARNICION DE CONCRETO 0.0999999999999943 LOSETA VINILICA DE 3 MM N.P.T 0.00 CIMENTACION DE PIEDRA APLANADO ZOCLO APARENTE N.B – 0.10 2 % PEND. N.T.N-0-30 GUARNICION DE CONCRETO f´c = 150 kg/cm2 0.1 0.1 0.1000000000000057 0.0200000000000045 DETALLE D-1 esc. 1:10 CORTE POR FACHADA CF – 1 esc. 1:20 0.7000000000000228 0.7000000000000228 curaciones \A1;0.70 \A1;0.05 plantilla de concreto BANQUETA variable minimo 0.70 D – 1 CADENA INTERMEDIA MURO DE TABIQUE ROJO RECOCIDO PERFIL DEL TOBULAR CALIBRE 18 VIDRIO DE 5 MM DE ESPESOR PERSIANAS DE VIDRIO DE 5 MM DE ESPESOR CADENA DE CERRAMIENTO LOSA DE CONCRETO ARMADO ENLADRILLADO IMPERMEABILIZANTE GOTERO DE 3/4″ 1.00000000000002 1.300000000000028 0.2000000000000028 5 5 N.B – 0.10 BANQUETA anclaje de castillo 0.3 0.15 0.0500000000000057 0.6999999999999997 0.1999999999999943 0.1 0.15 0.3000000000000029 0.7000000000000001 0.7000000000000001 plantilla NP +/- 0.00 4 VARILLAS DEL N° 3 CON EST. N° 2 A CADA 20 CM. TIPO DE CIMIENTO ( mamposteria) esc 1:200 0.15 5 esc. 1:10 4 VARS . 3/8 ” EST. @ 15 TIPO DE CASTILLO 0.7000000000000001 FACHADA PRINCIPAL esc. 1:50 5 1 3 5 5 5 2 5 0.30 1/5 L 1/5 L 1/5 L 1/5 L 0.30 0.30 0.30 CORTE DE LOSA BASTONES RECTAS BAJAS COLUMPIOS 2 VAR. 3/8″ EST. DEL N° 2 @ 20 CM CADENA DE CERRAMIENTO 1:20 0.2000000000000114 0.2000000000000057 0.2000000000000057 0.1500000000000057 2 VAR. 3/8″ EST. DEL N° 2 @ 20 CM