Housing Architectural Planes 9×20 Mts DWG Block for AutoCAD

Housing Architectural Planes 9×20 Mts DWG Block for AutoCAD

EJECUTIVE PLANES

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

north, alcove, bathroom, dressing room, main facade, beam., bend the anchor rod and weld, in the upper part of the skid, support must have, all the beams in their, rod anchors, the structural elements, and trepidatorio, thus greater stability in case of telluric movement, note:, from beam to wall, detail of anchoring, castle, dala, ups., room, dining room, garage, kitchen, garden, sauna, bedroom, roof, rd, exit to municipal collector, exit to the street, foundation and drain plant, architectural ground floor, structural ground floor, roof plant, main elevation, aa section, steel beams, slab detail, brick, template concrete, variable, detail of foundation, dala de coronacion, solid jalcreto, dala de desplante, stone ember, cement mortar, lime, wall of partition, npt

Raw text data extracted from CAD file:

. NORTE 0.30 0.17 ALCOBA BAÑO VESTIDOR 6.00 4.47 5.53 2.43 6.00 1.50 2.97 7.48 30.00 1.32 1.08 3.08 FACHADA PRINCIPAL ESCALA 1:100 2.00 1.10 2.50 5.98 30.00 6.38 4.10 2.33 3.08 9.00 K1 K1 2.20 0.13 0.54 0.13 0.50 0.30 0.13 0.20 2.10 -694.5491322598939 -694.5491322598939 -694.5491322598939 -694.5491322598939 -694.5491322598939 -694.5491322598939 -694.5491322598939 -694.5491322598939 -694.5491322598939 4.13 -712.3687712254798 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 3.15 1.00 1.50 2.70 0.50 1.80 2.10 2.85 \A1;4'',6'',8'',10''ó12'' 1.58 1.28 1.15 1.17 3.53 6.38 4.10 3.08 2.00 1.10 2.50 5.98 30.00 2.33 3.08 9.00 1.28 1.15 1.17 3.53 6.00 4.47 5.53 2.43 6.00 1.50 2.97 7.48 30.00 1.32 1.08 1.58 6.38 4.10 3.08 2.00 1.10 2.50 5.98 30.00 2.33 3.08 9.00 1.28 1.15 1.17 3.53 6.00 4.47 5.53 2.43 6.00 1.50 2.97 7.48 30.00 1.32 1.08 1.58 6.38 4.10 3.08 2.00 1.10 2.50 5.98 30.00 2.33 3.08 9.00 1.28 1.15 1.17 3.53 6.00 4.47 5.53 2.43 6.00 1.50 2.97 7.48 30.00 1.32 1.08 1.58 sube. SALA COMEDOR COCHERA COCHERA COCINA 6 8 9 11 12 1 3 6 9 10 11 12 A 5 5 5 5 5 5 5 5 5 JARDIN SAUNA G H F B 5 5 5 CL CL BAÑO RECAMARA 5 4 2 1 5 5 5 5 5 5 5 A C G H 5 5 5 1 AZOTEA COCHERA COCHERA JARDIN CL PVC 4" PVC 4" PVC 2" R-D R-D PVC 2" PVC 2" PVC 4" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" 4" 4" 4" 4" 4" 5" 5" 5" 5" 4" 4" 4" 4" 4" 8" x14.9 kg/m IPR 12" x 44kg/m 8" x14.9 kg/m 8" x14.9 kg/m 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 5" 5" 5" 5" 5" 4" 4" 4" 4" 4" 4" 4" 4" BAP.4" BAP.4" BAP.4" BAP.4" PENDIENTE MÍNIMA DEL 2% BAP.4" PENDIENTE MÍNIMA DEL 2% BAP.4" PENDIENTE MÍNIMA DEL 2% PENDIENTE MÍNIMA DEL 2% PENDIENTE MÍNIMA DEL 2% PENDIENTE MÍNIMA DEL 2% R-D R-D R-D PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" SALIDA A COLECTOR MUNICIPAL SALIDA A ARROLLO DE CALLE BAÑO JARDIN JARDIN JARDIN ESCALA: 1:100 PLANTA DE CIMENTACION Y DREN. ESCALA: 1:100 PLANTA BAJA ARQUITECTONICA ESCALA: 1:100 PLANTA BAJA ESTRUCTURAL ESCALA: 1:100 PLANTA DE AZOTEA ESCALA: 1:200 ALZADO PRINCIPAL 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 5 5 5 5 5 5 5 5 ESCALA: 1:100 SECCION A-A VIGAS DE ACERO DETALLE DE LOSA LADRILLO DE LAMA PLANTILLA DE CONCRETO POBRE f'c=100kg/cm2 VARIABLE DETALLE DE CIMENTACION 4'',6'',8'',10''ó12'' VARIABLE 0.40 0.40 DALA DE CORONACION D-1 SOLIDO DE JALCRETO MORTERO ARENA AMARILLA / CAL DALA DE DESPLANTE PIEDRA BRASA MORTERO DE CEMENTO, CAL, ARENA AMARILLA PROP. 1:1:6 MURO DE TABIQUE 0.15 NPT 20 NPT 0.15 D-1 20 \W0.39383; SECCION \W4.40314; A-A \W0.39383; SECCION \W4.40314; A-A 7 5 E 5 D 5 5 5 6 8 9 11 12 1 3 6 9 10 11 A 5 5 5 5 5 5 5 5 5 G H F B 5 5 5 5 4 2 1 5 5 5 5 5 5 5 A C G H 5 5 5 7 5 E 5 D 5 5 5 6 8 9 11 12 1 3 6 9 10 11 A 5 5 5 5 5 5 5 5 5 G H F B 5 5 5 5 4 2 1 5 5 5 5 5 5 5 A C G H 5 5 5 7 5 E 5 D 5 5 5 6 8 9 11 12 1 3 6 9 10 11 A 5 5 5 5 5 5 5 5 5 G H F B 5 5 5 5 4 2 1 5 5 5 5 5 5 5 A C G H 5 5 5 7 5 E 5 D 5 5 5 12 12 12

Language	Spanish
Drawing Type	Block
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Garage
Tags	apartamento, apartment, appartement, architectural, aufenthalt, autocad, block, casa, chalet, dwelling unit, DWG, haus, house, Housing, logement, maison, mts, PLANES, residên, residence, unidade de moradia, villa, wohnung, wohnung einheit