Structures – House DWG Block for AutoCAD

Structures – House DWG Block for AutoCAD

Plano structural housing

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

plant, plant, ladder is born, npt, scale, Architecture plans, the trace of foundation see, see plant, shoe detail, see plant, firm ground, of poor concrete, with, minimum, section, scale, foundations: cyclone concrete with large stone, overlays: cyclone concrete with medium stone, the walls the columns with wire each strings, f’m brick type solid empty mortar joints, measured from natural terrain, structures with the other specialties before, of budgeting build., any incompatibility, coordinate with specialists for correction, respective, the builder must reconcile the plans, fc, the manufacturer must verify the conditions of, foundation with the study of soils, seismic parameters, tp sec., n.f.p., union detail, beam, beam, bxt, npt, stairway detail, scale, section, fc, typical folded detail, of stirrup, in case of cutting the rod, location length, splices in columns, increase the splicing length in, values ​​for, cut rods, less, elevation columns of mooring ca, anchored in existing slabs., mt. in the corners, place them between, threads., the roofs, masonry with columns walls, wire each, to empty the ca after unpacking, to leave anchors in the meeting of walls, brick wall mooring column, column, beam, diameter, traction, traction, sup., the length of splice in, in case of cutting the, values ​​for, rods, lower reinforcement, reinforcement, higher, sup. horizontal bars having, anchoring lengths, below more than cm. of fresh concrete., of rods increase, location length, joints in beams, less than cut rods, reinforcement, upper reinforcement, lower, note:, coatings:, flat beams, stairs, cantilevered beams, columns, cm., slabs, shoes, cm., walls, cm., dimensions of beams columns, with architecture, scale, scale, lightening detail, section, scale, fc, color values, plotting scale, sheet, the rest, scale

Raw text data extracted from CAD file:

\A1;3.85 \A1;4.98 \A1;3.75 \A1;4.40 \A1;2.85 \A1;3.60 \A1;1.35 \A1;1.70 \A1;4.00 \A1;3.75 \A1;2.30 \A1;6.15 \A1;3.85 \A1;4.98 \A1;3.75 \A1;4.40 \A1;2.85 \A1;3.60 \A1;1.35 \A1;1.70 \A1;4.00 \A1;3.75 \A1;2.30 \A1;6.15 2 d 3/4" 2 d 3/4" \A1;b x t \A1;.075 \A1;VER PLANTA \A1;.075 \A1;VER PLANTA \A1;.40 (Min.) \A1;@.10 \A1;8@.10 \A1;.15 \A1;.15 \A1;.50 \A1;1.50 \A1;.30 \A1;.40 \A1;.40 \A1;.40 \A1;.15 \A1;1.50 \A1;.30 \A1;.30 \A1;.15 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;ld \A1;bxt \A1;e=0.17m. \A1;.10 \A1;.40 \A1;.80 \A1;.15 \A1;e=0.17m. \A1;.15 \A1;VIGA \A1;.05 \A1;S@.10 \A1;VIGA \A1;.05 \A1;S@.10 \A1;.05 \A1;S@.10 \A1;.25 \A1;.25 \A1;bxt \A1;0.20 \A1;0.25 \A1;.25 \A1;.25 \A1;.20 \A1;.20 \A1;.15 \A1;.05 \A1;.20 \A1;.10 \A1;.10 \A1;.30 \A1;0.20 \A1;0.25 \A1;1.45 \A1;.45 \A1;1.45 \A1;.45 \A1;.60 \A1;.30 \A1;.30 \A1;.60 \A1;1.45 \A1;.45 \A1;1.45 \A1;.45 \A1;.30 \A1;.60 \A1;.60 \A1;.30 \A1;.50 \A1;.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;2.00 \A1;2.00 \A1;1.30 \A1;1.30 \A1;1.20 \A1;1.20 \A1;1.50 \A1;1.50 \A1;1.30 \A1;1.30 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.30 \A1;1.30 \A1;1.70 \A1;1.70 \A1;.80 \A1;.80 \A1;3.20 \A1;1.50 \A1;2.00 \A1;2.50 \A1;0.3 \A1;.25 \A1;.15 \A1;.20 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 5 G G F C B F C B A A 1 2 3 5 6 D D 4 5 5 5 E E 5 5 5 1 2 3 5 6 4 VS VS VS VS VS VS VS VT .50x.20 VT .50x.20 VT .50x.20 VT .50x.20 VT .50x.20 VT .50x.20 .50x.20 .50x.20 VT .50x.20 VT .50x.20 .50x.20 .50x.20 VS VS VS VS .50x.20 VT VT VT VT VT 5 5 5 5 5 5 G G F C B F C B A A 1 2 3 5 6 D D 4 5 5 5 E E 5 5 5 1 2 3 5 6 4 A A A A A A A A A A A A 5 2d1/2" 5 5 5 5 5 5 5 VT .50x.20 VT .50x.20 VT 5 2d1/2" 5 5 5 5 5 VT .50x.20 5 5 H=0.60m NFZ-1.50m 6d5/8" 6d5/8" 5 5 6d5/8" 6d5/8" 5 5 6d5/8" 6d5/8" 5 5 6d5/8" 6d5/8" 5 5 6d5/8" 6d5/8" 5 5 6d5/8" 5 5 6d5/8" 6d5/8" 5 5 6d5/8" 10d5/8" 5 5 10d5/8" 6d5/8" 5 5 6d5/8" 6d5/8" 5 5 6d5/8" 8d5/8" 5 5 8d5/8" 6d5/8" 5 5 6d5/8" 10d5/8" 5 5 10d5/8" 10d5/8" 5 5 10d5/8" 6d5/8" 5 5 6d5/8" 8d5/8" 5 5 8d5/8" 4d5/8" 5 5 4d5/8" 16d5/8" 5 5 8d5/8" 10d5/8" 5 5 13d5/8" C1 VC VC VC VC VC VC VC VC VC VC VC VC VC VC VC VC VC VC VC VC NACE ESCALERA NACE ESCALERA C2 C2 C2 C2 NPT 0.00 VS VS VS VS P L A N T A D E C I M E N T A C I O N ESCALA 1/75 PLANOS DE ARQUITECTURA NOTA.-PARA EL TRAZO DE CIMENTACION VER H=0.60m NFZ-1.50m H=0.60m NFZ-1.50m H=0.60m NFZ-1.50m H=0.60m NFZ-1.50m H=0.60m NFZ-1.50m H=0.60m NFZ-1.50m H=0.60m NFZ-1.50m H=0.60m NFZ-1.50m H=0.60m NFZ-1.50m H=0.60m NFZ-1.50m H=0.60m NFZ-1.50m H=0.60m NFZ-1.50m H=0.60m NFZ-1.50m H=0.60m NFZ-1.50m H=0.60m NFZ-1.50m H=0.60m NFZ-1.50m H=0.60m NFZ-1.50m H=0.60m NFZ-1.50m b x t \A1;Rto. s/cuadro .075 VER PLANTA DETALLE DE ZAPATAS .30 .30 .075 VER PLANTA TERRENO FIRME .40 (Min.) d (VER PLANTA) \A1;SOLADO DE CONCRETO POBRE 1:12 @.10 8@.10 .15 (Verificar con Arq.) 5 5 N.-1.50m. mínimo SECCION 1-1 ESCALA 1/25 5 5 5 NPT±0.00m. 4d1/2" 3/8":1@.05,Rto.@.25 CIMIENTOS: concreto Ciclòpeo 1:10 con 30% de Piedra Grande SOBRECIMIENTOS: concreto Ciclòpeo 1:8 con 25% de Piedra Mediana NOTA.-ANCLAR LOS MUROS A LAS COLUMNAS CON ALAMBRE #8 CADA 3 HILADAS f'm = 45 Kg/cm2 Ladrillo Tipo \OIV 13x 9x 24cm macizo % vacìos 25 Mortero P2:1/5 Juntas = 15mm. 5 Medido del terreno natural DE ESTRUCTURAS CON LAS DEMAS ESPECIALIDADES ANTES NOTA.- DE PRESUPUESTAR Y CONSTRUIR. CUALQUIER INCOMPATIBILIDAD O DETALLE FALTANTE COORDINAR CON ESPECIALISTAS PARA LA CORRECCION RESPECTIVA EL CONSTRUCTOR DEBERA COMPATIBILIZAR LOS PLANOS p = 2.00 Kg/cm2 fy = 4200 Kg/cm2 f'c = 210 Kg/cm2 EL CONSTRUCTOR DEBERÁ VERIFICAR LAS CONDICIONES DE DE CIMENTACION CON EL ESTUDIO DE SUELOS R = 6.0 PARAMETROS SISMICOS Tp = 0.60 seg. S = 1.20 U = 1.00 Z = 0.40 5 5 .40x.40 VC 3/8":1@.05, Rto.@.25 c/extremo 5 2 d 5/8" 2 d 5/8" N.F.P. N.F.P. 5 5 8d1/2" 3/8":1@.05,8@.10, Rto.@.25 C1 DETALLE DE UNION VIGA 5 S@.10 \A1;Resto VIGA 5 S@.10 \A1;Resto 5 S@.10 \A1;Resto 5 5 bxt bxt @.10 @.10 VIGA-COLUMNA e=0.17m. d1/2"@.15 d1/2"@.15 d3/8"@.40 c/cara (alternados) d3/8"@.20 c/cara 5 5 NPT 0.00 5 5 e=0.17m. d1/2"@.15 d1/2"@.15 d3/8"@.40 c/cara (alternados) d3/8"@.20 c/cara 5 d1/2"@.15 d1/2"@.15 DETALLE DE ESCALERA ESCALA 1/25 (S/C = 200 Kg/m2 ) (PRIMER TRAMO ) (SEGUNDO TRAMO ) f'c = 210 Kg/cm2 fy = 4200 Kg/cm2 DETALLE TIPICO DOBLADO DE ESTRIBO S/E (*) EN CASO DE CORTAR EL 100% DE VARILLAS LOCALIZACION Y LONGITUD EMPALMES EN COLUMNAS INCREMENTAR LA LONGITUD DE EMPALME EN 30% 1" 115 VALORES DE le PARA 50 DE VARILLAS CORTADAS (*) 1/2" 5/8" 3/4" \U+2205 3/8" 3/8" 1/4" d % O MENOS 0.03 45 65 55 le (cm) 40 0.10 R 0.02 0.08 d \A1;L/6 \A1;2L/3 \A1;le \A1;L/6 5 6mm:1@.05,6@.10,Rto.@.20 1-1 CA 4 d 3/8" .25 ELEVACION COLUMNAS DE AMARRE CA 5 5 4 d 3/8" 1 1 5 5 4 d 3/8" ANCLAN EN LAS LOSAS EXISTENTES. mt. Y EN LAS ESQUINAS PRINCIPALES, SE COLOCARLAS ESPACIADAS ENTRE 2.50 y 4.00 HILADAS. LOS TECHOS DE ALBAÑILERIA CON COLUMNAS Y MUROS ESTRUCTURALES, ALAMBRE # 8 CADA 3 3) VACEAR LAS CA DESPUES DE DESENCOFRAR 2) DEJAR ANCLAJES EN EL ENCUENTRO DE MUROS 1) COLUMNA DE AMARRE DE MUROS DE LADRILLO \A1;RECUBRIMIENTO \A1;45° \A1;d d DE COLUMNA d DE VIGA \A1;RECUBRIMIENTO \A1;45° \A1;R 1/2" 3/8" Diámetro ld (*) 32 30 traccion ld 45 42 ld traccion Barras Sup. 165 90 H>.30 m 55 60 75 \A1;H 5/8" 3/4" 40 50 56 70 1" 90 125 LA LONGITUD DE EMPALME EN 30 (*) EN CASO DE CORTAR EL 100 1" 3/4" % \A1;L/4 VALORES DE M PARA 50 3/8" 1/2" 5/8" VARILLAS \U+2205 \A1;L/4 H=CUALQ. REFUERZO INFERIOR \A1;L/4 \A1;L/3 REFUERZO SUPERIOR \A1;M/2 \A1;M \A1;M \A1;L/3 H<=.30 m \A1;L/4 \A1;L/3 115 45 65 55 40 115 45 65 55 40 (*) Barras Sup. : Barras Horizontales que tengan LONGITUDES DE ANCLAJE por debajo más de 30 cm. de Concreto Fresco. % DE VARILLAS INCREMENTAR LOCALIZACION Y LONGITUD EMPALMES EN VIGAS % O MENOS DE VARILLAS CORTADAS (*) REFUERZO REFUERZO SUPERIOR INFERIOR D E T A L L E S D E E M P A L M E S NOTA: RECUBRIMIENTOS: Vigas chatas Escaleras Vigas peraltadas Columnas 4.0 cm. 2.0 cm. 2.0 cm. 4.0 cm. Losas Zapatas 7.0 cm. 2.0 cm. Muros 2.0 cm. DIMENSIONES DE VIGAS Y COLUMNAS NOTA.-VERIFICAR CON ARQUITECTURA LAS 4 d 1/2" d 3/8":1@ 0.05,6@.10, 0.20 0.25 VS .25x.20 Rto.@.20 5 5 VS .25x.20 ESCALA 1:10 5 5 4 d 1/2" 5 5 <> 5 5 ESCALA 1:10 5 DETALLE DEL ALIGERADO H=0.20m. d 6mm @ 0.25 SECCION A-A \A1;0.10 2 d 1/2" d 3/8" @ 0.30 \A1;0.20 d 3/8":1@ 0.05,6@.10, Rto.@.20 E N C O F R A D O D E L T E C H O P I S O 1 - 2 (S/C = 300 Kg/m2 ) ESCALA 1:75 f'c = 210 Kg/cm2 fy = 4200 Kg/cm2 MAGENTA---0.55 BLUE---0.45 CYAN---0.40 GREEN---0.30 YELLOW---0.20 RED---0.15 VALORES DE COLORES ESCALA DE PLOTEO 20:1 LAMINA A-1:84.1x59.4(cm.) WHITE---0.60 DEMAS COL0RES---0.20 4 d 1/2" d 3/8":1@ 0.05,6@.10, 0.20 0.25 VS .25x.20 Rto.@.20 ESCALA 1:10 VT .50X.20 5 <> 8 d 5/8" d 3/8":1@ 0.05,8@.10, Rto.@.20 0.3 5 5 4d1/2" 6mm:1@.05,8@.10, Rto.@.25 C2 5 E03 E01 E02

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, DWG, erdbebensicher strukturen, house, Housing, plano, seismic structures, single, structural, structures, strukturen