Housing Architectural Planes 2 Plants 7×6 Mts DWG Block for AutoCAD

EJECUTIVE PLANES

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

bedroom, dressing room, bathroom, low, corridor, roof, floor, elevation, foundation details, poor concrete template, dome, climbs, exit to register, existing pluvial, castle, dala, brick, slab detail, beams steel, of the beam, bend the anchor rod and weld, in the upper part of the skate, support shall have, all the beams in its, rod anchors, the structural, and trepidatory elements, thus greater stability in case of telluric movement, note:, from beam to wall, anchoring detail, architectural ground floor, architectural upper floor, upper floor castles and drainage, structural upper floor, roof plant, main elevation, section aa, connection to register, existing

Raw text data extracted from CAD file:

\A1;3.00 \A1;3.00 \A1;6.00 \A1;2.95 \A1;4.05 \A1;7.00 \A1;2.60 \A1;3.40 \A1;6.00 \A1;1.99 \A1;7.00 K1 \A1;3.00 \A1;3.00 \A1;6.00 \A1;2.95 \A1;4.05 \A1;7.00 \A1;2.60 \A1;3.40 \A1;6.00 \A1;2.95 \A1;2.06 \A1;1.99 \A1;7.00 RECAMARA RECAMARA VESTIDOR BAÑO BAJA 3 1 2 4 1 4 C A B A B C B’ -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 \A1;2.06 \A1;2.95 \A1;3.00 \A1;3.00 \A1;6.00 \A1;2.95 \A1;4.05 \A1;7.00 \A1;2.60 \A1;3.40 \A1;6.00 \A1;2.95 \A1;2.06 \A1;1.99 \A1;7.00 RECAMARA RECAMARA VESTIDOR BAÑO BAJA 3 1 2 4 1 4 C A B A B C B’ -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 -891.6310270325228 \A1;2.06 \A1;2.95 \A1;3.00 \A1;3.00 \A1;6.00 \A1;2.95 \A1;4.05 \A1;7.00 \A1;2.60 \A1;3.40 \A1;6.00 \A1;1.99 \A1;7.00 \A1;2.06 \A1;2.95 \A1;3.00 \A1;3.00 \A1;6.00 \A1;2.95 \A1;4.05 \A1;7.00 \A1;2.60 \A1;3.40 \A1;6.00 \A1;1.99 \A1;7.00 \A1;2.06 \A1;2.95 \A1;3.00 \A1;3.00 \A1;6.00 \A1;2.95 \A1;4.05 \A1;7.00 \A1;2.60 \A1;3.40 \A1;6.00 \A1;1.99 \A1;7.00 \A1;2.00 \A1;5.00 \A1;7.00 \A1;6.00 \A1;6.00 \A1;7.00 \A1;7.00 \A1;2.60 \A1;3.40 \A1;6.00 \A1;2.20 \A1;0.80 \A1;1.90 \A1;1.38 \A1;0.60 \A1;1.37 \A1;0.36 \A1;0.27 \A1;0.60 \A1;6.83 \A1;2.43 \A1;1.80 \A1;0.85 \A1;7.28 -911.6563665744673 -911.6563665744673 -911.6563665744673 -911.6563665744673 -911.6563665744673 -911.6563665744673 -911.6563665744673 -911.6563665744673 -911.6563665744673 -911.6563665744673 -911.6563665744673 -911.6563665744673 -911.6563665744673 -911.6563665744673 \A1;2.20 \A1;0.60 \A1;0.20 \A1;3.00 \A1;2.25 \A1;2.80 \A1;2.70 \A1;0.30 \A1;3.40 \A1;3.20 \A1;6.60 ( CONSTRUCCION EXISTENTE) ( CONTINUA PROPIEDAD) ( CONTINUA PROPIEDAD) -877.9212418795975 -877.9212418795975 -877.9212418795975 -877.9212418795975 -877.9212418795975 -877.9212418795975 -877.9212418795975 -877.9212418795975 -877.9212418795975 -877.9212418795975 -877.9212418795975 PASILLO N +3.00 AZOTEA N +3.00 PLANTA / ARMADO 0.75 PLANTA 0.30 0.75 0.75 DADO 30X30 CM. 0.30 O 1/2″ @ 15 CM. AMBOS SENTIDOS F’C= 200KG/CM.2 ALZADO 1.30 0.40 0.70 0.15 DETALLES DE CIMENTACION DADO 30X30 CM. 8 VAR. 1/2 ” EST. No. 3 @ 15 CM. F´C=250 KG/CM2 PLANTILLA DE CONCRETO POBRE 0.05 0.15 0.15 8 VAR. No. 5 0.23 RECAMARA RECAMARA VESTIDOR BAÑO BAJA 3 1 2 4 1 4 C A B A C B’ 5 5 5 5 5 5 5 5 5 5 5 B’ 5 5 3 1 2 4 1 4 C A B A C B’ 5 5 5 5 5 5 5 5 5 5 5 B’ 5 5 3 1 2 4 1 4 C A B A C B’ 5 5 5 5 5 5 5 5 5 5 5 B’ 5 5 3 1 2 4 1 4 C A B A C B’ 5 5 5 5 5 5 5 5 5 5 5 B’ 5 5 DOMO 1 4 4 3 1 A C A B C SUBE 5 5 5 5 5 5 5 5 5 5 BAÑO DOMO 6 C C IPS 5″ IPS 5″ IPS 5″ IPS 5″ AZOTEA N+6.00 BAP.4″ PENDIENTE MÍNIMA DEL 2% SALIDA A REGISTRO PLUVIAL EXISTENTE PVC 4″ PVC 4″ PENDIENTE MÍNIMA DEL 2% PENDIENTE MÍNIMA DEL 2% PENDIENTE MÍNIMA DEL 2% BAP.4″ CASTILLO 4 VAR. 3/8″ EST. No 2 @ 20 cms. 0.15 0.20 DALA D-1 b= 15 CM 2.5 r= 2.5 CM f’c=150kg/cm2 Es # 2 @ 20 CM 4#3 (1@ESQ) h= 20 CM 15 20 2.5 DALA 2.5 COLUMNA C-1 h= 30 CM b= 30CM r= 2.5 CM Es # 2 @ 20 CM f’c=150kg/cm2 4#3 (1@MED) 30 30 4#1/2 (1@15cm.) \A1;4”,6”,8”,10”ó12” LADRILLO DE LAMA DETALLE DE LOSA VIGAS DE ACERO DE LA VIGA. DOBLAR LA VARILLA ANCLA Y SOLDAR EN LA PARTE SUPERIOR DEL PATIN APOYO DEBERAN TENER No. 3 PARA LIGARLAS A TODAS LAS VIGAS EN SU ANCLAJES DE VARILLA DEL LOS ELEMENTOS ESTRUC- Y TREPIDATORIO ASI MAYOR ESTABILIDAD EN y columnas ) OBTENIENDO CASO DE MOVIMIENTO TELURICO TURALES ( dalas, castillos, NOTA: DE VIGA A MURO DETALLE DE ANCLAJE PLANTA BAJA ARQUITECTONICA ESC: 1:50 PLANTA ALTA ARQUITECTONICA ESC: 1:50 PLANTA ALTA CASTILLOS Y DRENAJE ESC: 1:50 PLANTA ALTA ESTRUCTURAL ESC: 1:50 PLANTA DE AZOTEA ESC: 1:50 ALZADO PRINCIPAL ESC: 1:50 (EXISTENTE) ( CONTINUA PROPIEDAD) ( CONTINUA PROPIEDAD) ( CONTINUA PROPIEDAD) ( CONTINUA PROPIEDAD) ( CONTINUA PROPIEDAD) SECCION A-A ESC: 1:50 PLANTA / ARMADO 1.00 PLANTA 0.30 1.00 1.00 DADO 30X30 CM. 0.30 O 1/2″ @ 15 CM. AMBOS SENTIDOS F’C= 200KG/CM.2 ALZADO 1.00 0.40 0.70 0.15 DETALLES DE CIMENTACION DADO 30X30 CM. 8 VAR. 1/2 ” EST. No. 3 @ 15 CM. F´C=250 KG/CM2 PLANTILLA DE CONCRETO POBRE 0.05 0.15 0.15 8 VAR. No. 5 0.23 N+3.00 N+3.00 N+3.00 N+3.00 PASILLO N+3.00 PVC 4″ BAN.4″ PVC 4″ PVC 2″ BAN.4″ CONECCION A REGISTRO EXISTENTE IPS DE 6″ IPR DE 8″26.9 Kg./ml. IPS DE 6″ IPS DE 6″ IPS DE 6″ IPS DE 6″ IPR DE 10″32.8 Kg./ml.