Housing Architectural Project 2 Plants 6×20 Mts DWG Full Project for AutoCAD

CONSTRUCTIVES PLANES

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

of the beam, bend the anchor rod and weld, in the upper part of the skid, support must have, all the beams in its, rod anchors, the structural, and trepidatory elements, thus greater stability in case of movement telluric, note:, from beam to wall, detail of anchoring, castle, dala, dining room, bedroom, living room, garage, roof, project opinion, section aa, came to collector, municipal, kitchen, bathroom, vacuum, architectural top floor, low, boundary of abutment, cube of light, service yard, upper floor castles and drain., structural upper floor, roof plant, ground floor foundation and drain., private parking, rp, salia a aroyo, street, main elevation , architectural ground floor, structural ground floor, rd, up, patio, adjoining rear neighbor, laterally

Raw text data extracted from CAD file:

\A1;4.00 \A1;2.00 \A1;7.88 \A1;3.83 \A1;20.00 \A1;2.00 \A1;1.15 \A1;2.85 \A1;6.00 \A1;4.00 \A1;2.65 \A1;2.63 \A1;2.10 \A1;3.83 \A1;20.00 \A1;6.00 K1 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 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 \A1;3.83 \A1;3.83 \A1;4.78 \A1;1.23 \A1;6.00 \A1;16.18 \A1;20.00 \A1;20.00 \A1;6.00 \A1;6.00 \A1;3.83 \A1;4.78 \A1;1.23 \A1;6.00 \A1;16.18 \A1;20.00 \A1;12.93 \A1;20.00 \A1;6.00 \A1;6.00 \A1;3.83 \A1;2.10 \A1;3.83 \A1;4.78 \A1;1.23 \A1;6.00 \A1;16.18 \A1;20.00 \A1;12.93 \A1;20.00 \A1;6.00 \A1;6.00 \A1;2.48 \A1;1.00 \A1;2.00 \A1;0.50 \A1;2.20 \A1;1.30 \A1;0.50 \A1;2.00 \A1;0.50 \A1;0.50 \A1;6.50 \A1;7.00 \A1;2.20 \A1;1.15 \A1;0.30 \A1;3.65 \A1;3.00 \A1;0.50 \A1;1.70 \A1;2.20 \A1;0.80 \A1;1.20 \A1;2.20 \A1;7.15 \A1;3.20 \A1;0.30 \A1;2.70 \A1;0.30 \A1;0.30 COMEDOR N+3.50 RECAMARA N+3.50 SALA N+3.50 COCHERA N+0.15 COCHERA N+0.15 AZOTEA N+6.50 -1012.801272603592 -1012.801272603592 -1012.801272603592 -1012.801272603592 -1012.801272603592 COCHERA N+-0.00 -1012.801272603592 -1012.801272603592 -1012.801272603592 -1012.801272603592 -1012.801272603592 -1012.801272603592 -1012.801272603592 -1012.801272603592 -1012.801272603592 -1012.801272603592 -1012.801272603592 -1012.801272603592 \A1;2.30 \A1;1.15 \A1;1.15 \A1;2.63 \A1;2.30 \A1;1.15 \A1;4.00 \A1;2.00 \A1;7.88 \A1;3.83 \A1;20.00 \A1;2.00 \A1;2.85 \A1;6.00 \A1;4.00 \A1;2.65 \A1;2.10 \A1;3.83 \A1;20.00 \A1;6.00 \A1;1.15 \A1;2.63 \A1;2.30 \A1;1.15 \A1;4.00 \A1;2.00 \A1;7.88 \A1;3.83 \A1;20.00 \A1;2.00 \A1;2.85 \A1;6.00 \A1;4.00 \A1;2.30 \A1;2.10 \A1;3.83 \A1;20.00 \A1;6.00 \A1;1.15 \A1;2.63 \A1;2.30 \A1;1.15 \A1;4.00 \A1;2.00 \A1;7.88 \A1;3.83 \A1;20.00 \A1;2.00 \A1;2.85 \A1;6.00 \A1;4.00 \A1;2.65 \A1;2.10 \A1;3.83 \A1;20.00 \A1;6.00 \A1;1.15 \A1;1.15 \A1;2.10 \A1;3.83 \A1;12.93 \A1;3.65 \A1;3.65 \A1;3.65 SUPERFICIE=120.00 M2. DICTAMEN PROYECTO COS=0.8 CUS=2.4 288.00 M2. 0.8 1.5 180.85 M2. \A1;2.20 \A1;1.15 \A1;0.30 \A1;3.65 \A1;3.00 \A1;0.50 \A1;1.70 \A1;2.20 \A1;7.15 \A1;3.20 \A1;0.30 \A1;2.70 \A1;0.30 \A1;0.30 COMEDOR N+3.50 RECAMARA N+3.50 SALA N+3.50 COCHERA N+0.15 COCHERA N+0.15 AZOTEA N+6.50 -1011.316591187807 -1011.316591187807 -1011.316591187807 -1011.316591187807 -1011.316591187807 COCHERA N+-0.00 -1011.316591187807 -1011.316591187807 -1011.316591187807 -1011.316591187807 -1011.316591187807 -1011.316591187807 -1011.316591187807 -1011.316591187807 -1011.316591187807 ESCALA: 1:100 SECCION A-A SALIA A COLECTOR MUNICIPAL PVC 6″ \A1;4.00 \A1;2.00 \A1;7.88 \A1;3.83 \A1;20.00 \A1;2.00 \A1;1.15 \A1;2.85 \A1;4.00 \A1;2.65 \A1;2.63 \A1;2.10 \A1;3.83 \A1;20.00 \A1;6.00 \A1;2.30 \A1;1.15 \A1;3.65 1 2 3 5 9 10 1 2 4 9 10 A F 8 -983.1294475470678 -983.1294475470678 -983.1294475470678 -983.1294475470678 -983.1294475470678 -983.1294475470678 -983.1294475470678 -983.1294475470678 -983.1294475470678 -983.1294475470678 -983.1294475470678 -983.1294475470678 -983.1294475470678 -983.1294475470678 -983.1294475470678 RECAMARA N+3.50 RECAMARA N+3.50 SALA N+3.50 COCINA N+3.50 COMEDOR N+3.50 N+3.50 BAÑO N+3.50 VACIO ESCALA: 1:100 PLANTA ALTA ARQUITECTONICA 1 2 3 4 5 6 7 8 9 (AMPLIACION) 6 -983.1294475470678 10 11 12 13 14 15 16 17 18 19 20 7 -983.1294475470678 BAJA SECCION A-A LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA CUBO DE LUZ -983.1294475470678 PATIO DE SERVICIO N+3.50 \A1;2.20 \A1;0.30 \A1;3.65 \A1;3.00 \A1;0.50 \A1;0.00 \A1;2.20 \A1;7.15 \A1;3.20 \A1;0.30 \A1;2.70 \A1;0.30 \A1;0.30 \A1;0.52 1 2 3 5 9 10 1 2 4 9 A B C F 10 A F 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 RECAMARA N+3.50 RECAMARA N+3.50 SALA N+3.50 COCINA N+3.50 COMEDOR N+3.50 N+3.50 BAÑO N+3.50 VACIO ESCALA: 1:100 PLANTA ALTA ARQUITECTONICA ESCALA: 1:100 PLANTA ALTA CASTILLOS Y DREN. ESCALA: 1:100 PLANTA ALTA ESTRUCTURAL ESCALA: 1:100 PLANTA DE AZOTEA 1 2 3 4 5 6 7 8 9 1 4 5 1 4 A F 5 A F E 5 5 5 5 5 VACIO ESCALA: 1:100 PLANTA BAJA CIMENTACION Y DREN. 5 5 5 5 5 N+-0.00 1 8 9 1 A F 9 A F E 5 5 5 5 ESCALA: 1:100 5 5 5 5 5 5 N+-0.00 1 8 9 1 8 A F 9 A F E 5 5 5 5 5 5 ESCALA: 1:100 5 5 5 5 5 5 N+-0.00 IPR 6″ ESTACIONAMIENTO PRIVADO N+0.15 R-P PVC 4″ PVC 4″ PVC 4″ PVC 4″ PVC 4″ PVC 4″ R-P PVC 6″ PVC 6″ PVC 6″ SALIA A COLECTOR MUNICIPAL SALIA A AROYO DE CALLE SALIA A AROYO DE CALLE 5 5 5 5 5 5 5 5 5 5 ESCALA: 1:100 ALZADO PRINCIPAL SECCION A-A SECCION A-A 5 5 IPR 6″ IPR 6″ IPR 6″ IPR 6″ IPR 6″ IPR 6″ IPR 6″ IPR 6″ IPR 6″ IPR 6″ IPR 6″ IPR 8″ (EXISTENTE) (EXISTENTE) (EXISTENTE) PLANTA BAJA ARQUITECTONICA PLANTA BAJA ESTRUCTURAL (AMPLIACION) (AMPLIACION) (AMPLIACION) (AMPLIACION) R-D 6 5 10 11 12 13 14 15 16 17 18 19 20 7 5 1 2 3 5 9 10 1 2 4 9 A B C F 10 A F 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 RECAMARA N+3.50 RECAMARA N+3.50 SALA N+3.50 COCINA N+3.50 COMEDOR N+3.50 CUBO DE LUZ BAÑO N+3.50 VACIO 1 2 3 4 5 6 7 8 9 6 5 10 11 12 13 14 15 16 17 18 19 20 SUBE 7 5 1 2 3 5 9 10 1 2 4 9 A B C F 10 A F 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PATIO VACIO 6 5 7 5 1 2 3 5 9 10 1 2 4 9 A B C F 10 A F 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 AZOTEA N+6.50 VACIO 6 5 7 5 IPR 6″ PVC 4″ PVC 4″ PVC 2″ PVC 2″ PVC 4″ BAP.4″ BAP.4″ BAP.4″ BAP.4″ BAP.4″ BAP.4″ 1 2 3 4 5 6 7 8 9 10 BAJA SECCION A-A SECCION A-A LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA LIMITE DE COLINDANCIA ESTACIONAMIENTO PRIVADO N+0.15 3 2 11 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 9 10 SUBE 11 12 13 14 15 16 17 18 19 20 IPR 6″ IPR 6″ IPR 6″ 1 2 3 4 5 6 7 8 9 10 IPR 6″ IPR 6″ IPR 6″ IPR 6″ IPR 6″ IPR 6″ IPR 6″ IPS 5″ IPR 6″ IPR 6″ IPR 6″ IPR 6″ IPR 6″ 3 2 3 2 5 5 5 5 5 11 12 13 14 15 16 17 18 19 BAJA 11 12 13 14 15 16 17 18 19 PATIO DE SERVICIO CUBO DE LUZ 5 PATIO DE SERVICIO N+3.50 5 IPS 5″ IPS 5″ PATIO DE SERVICIO 5 CUBO DE LUZ PATIO DE SERVICIO 11 12 13 14 15 16 17 18 19 20 VECINO POSTERIOR COLINDA LATERALMENTE “ANEXO PLANO MANZANERO” VECINO POSTERIOR COLINDA LATERALMENTE “ANEXO PLANO MANZANERO” VECINO POSTERIOR COLINDA LATERALMENTE “ANEXO PLANO MANZANERO” VECINO POSTERIOR COLINDA LATERALMENTE “ANEXO PLANO MANZANERO” N+3.50 N+3.50 VACIO VACIO 5 COMEDOR N+3.50 RECAMARA N+3.50 SALA N+3.50 COCHERA N+0.15 COCHERA N+0.15 AZOTEA N+6.50 5 5 5 COCHERA N+-0.00 5 5 5 5 5 5 5 5 5 ESCALA: 1:100 SECCION A-A SALIA A COLECTOR MUNICIPAL PVC 6″ 5