Single Family – Structures DWG Block for AutoCAD

Single Family – Structures DWG Block for AutoCAD

Proposed structure of a house with frame system.

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

splice, kitchen, tank, multifamily housing, esc:, April, foundation structures, column table, kind, level, anchor column zapata, sole, structural beam, structural beam, n.p.t., npt, additional stirrup, for confinement, npt, confinement, niv sidewalk, stuffing mat., of loan, stuffing mat., of loan, splice, additional stirrup, for confinement, additional stirrup, for confinement, niv ter. Nat., scale:, scale:, sand, scale:, niv max. excavation, niv ter. Nat., niv max. excavation, false floor, affirmed, material of, stuffed with, own compact, sand, affirmed, material of, stuffed with, own compact, false floor, niv ter. Nat., sand, affirmed, material of, stuffed with, own compact, sand, affirmed, material of, stuffed with, own compact, multifamily housing, esc:, April, structures, empty of, stairs, empty of, stairs, ace. temperature, typical lightened detail, esc., fy, fc, Technical specifications, fc, cm., hollow, of creep, beams, of mooring, floor, of clay, rsto, rsto, rsto, rsto, axis, ntn, sole, n.f.p., n.f.p., axis, ntn, sole, n.f.p., n.f.p., typical plant, multifamily housing, esc:, April, details, armed uprising, foundation, see section, det. confined masonry, mm wires each yarn, mm wires each yarn, with joints between rows of, fm fb, the partition will be brick type, wired together structure with wires mm, each on the first continuous floor, column column from the second floor, the mortar will be in sand, each row enters the wall, anchor in the columns a minimum of, tank plant, esc., cut, esc., cut, esc., minimum excavation depth for mts, bearing capacity of the terrain:, resistance of the terrain:, concrete, materials:, p., soles of, foundations e.g., first floor, second floor, national building regulations, overloads:, rule, norms regulations:, rule, slabs, cms columns, foundation beams cms, steel grade fy, stairs cms, stairs f’c, f’c shoes, stripping time:, minimal coatings, false floor of, columns foundation beams columns, lightened days stairs, main beams day, cms shoes, foundation beams f’c, axis system, coefficient of seismic amplification:, soil factor s., seismic parameters:, common type:, shaft confined masonry system, category of the building:, maximum displacements:, factor of importance, reduction factor in axle, zone factor, structural system:, armed norm, plates beams f’c, cms boards, main beams cms, floors foundations: norm, loads: norm, masonry standard, masonry:, brick type f’b, mortar: cement sand, note indicated in plant foundation, earthquake resistant design: norm, reduction factor in axle, maximum displacement in last level, address, address, mezzanine maximum height, address, address, rooftop, third floor, stairs, arq. ronald e. moral fields, painted laura cordova, street maria stopped de bellido pj.sta rosa j.l. ortiz chiclayo, arq. ronald e. moral fields, painted laura cordova, street maria stopped de bellido pj.sta rosa j.l. ortiz

Raw text data extracted from CAD file:

1 1 101 1 1 1 1 1 1 1 \A2;18.43 \A2;18.55 \A2;10.39 \A2;5.85 \A2;4.65 \A2;.15 \A2;.15 \A2;.15 \A2;.90 \A2;.15 \A2;1.80 \A2;1.00 \A2;1.00 \A2;1.00 \A2;1.00 \A2;1.00 \A2;1.00 \A2;1.00 \A2;1.00 \A2;1.00 \A2;1.00 \A2;1.00 \A2;1.00 \A2;1.00 \A2;1.00 \A2;1.00 \A2;1.00 \A2;1.00 \A2;1.00 \A2;1.00 .30 .15 .30 .30 .15 1.50 .50 .10 .25 .25 df=-1.80 .10 .50 1.00 .30 .20 2.80 .20 2.60 EMPALME .80 .20 2.60 .20 .25 .15 .60 .60 .45 1.50 .15 .20 .60 .60 .30 .15 .20 .60 .45 .60 .15 .20 .60 .30 .30 .55 .30 .80 .30 .55 .30 2.25 .80 .25 .30 .15 \A2;18.43 \A2;18.55 \A2;10.39 VA .30 .40 .15 .10 .30 .40 .10 .30 .10 .40 .05 .20 .10 .10 .30 .40 .15 .30 .10 .30 .30 .25 .30 .30 .25 .20 .20 .20 \A2;1.25 \A2;1.25 \A2;1.25 \A2;1.25 \A2;1.25 \A2;1.25 \A2;1.25 \A2;1.25 \A2;1.25 \A2;1.25 \A2;1.25 \A2;1.25 \A2;1.25 \A2;1.25 .80 .70 .10 .10 6.60 5.50 6.90 6.20 .30 5.10 .30 6.50 .30 .30 .80 .70 .10 .10 6.40 5.70 3.90 5.80 .40 5.30 .40 3.40 .30 .40 .50 .50 d=4" t=.15 1.80 .90 .60 .15 .90 .60 .15 .15 1.50 .15 .15 .15 .15 .15 1.80 1.50 1.50 1.80 .15 .30 1.30 .15 .20 0.075 0.075 .20 .60 1.70 1.40 .15 1.80 .15 1.50 .30 .30 .30 .30 0.075 .15 .15 .30 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 13 14 12 11 10 9 8 6 5 4 3 2 1 7 cocina N.P.T.+0.00 5 5 5 5 5 5 A E D C B A B C D E 2 1 3 2 1 3 5 VC-102 VC-102 VC-102 VC-102 VC-102 VC-102 VC-102 VC-102 VC-102 VC-102 VC-100 VC-100 VC-100 VC-100 VC-100 VC-100 VC-100 VC-100 VC-100 VC-100 VC-100 VC-100 4 4 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 CISTERNA V= 3.00m3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. Z-1 h=0.50m. 1Ø1/2"@0.18 1Ø1/2"@0.18 1Ø1/2"@0.18 1Ø1/2"@0.18 1Ø1/2"@0.18 1Ø1/2"@0.18 1Ø1/2"@0.18 1Ø1/2"@0.18 1Ø1/2"@0.18 1Ø1/2"@0.18 1Ø1/2"@0.18 1Ø1/2"@0.18 1Ø1/2"@0.18 1Ø1/2"@0.18 1Ø1/2"@0.18 1Ø1/2"@0.18 1Ø1/2"@0.18 1Ø1/2"@0.18 6 6 6 6 6 6 VIVIENDA MULTIFAMILIAR E-01 ESC: 1/50 abril 2012 ESTRUCTURAS CIMENTACIÓN Ø3/8":1@.05,3@.10 4@.15;rsto.@.20 CUADRO DE COLUMNAS C-1 TIPO NIVEL C-2 C-3 2º 1º 2Ø1/2" 5 5 6 Ø 1/2" 4Ø5/8" 5 5 4 Ø 5/8" + 2 Ø 1/2" 2Ø1/2" 6 Ø 5/8" Ø3/8":1@.05,3@.10 4@.15;rsto.@.20 ANCLAJE COLUMNA ZAPATA SOLADO VIGA ESTRUCTURAL 1 Ø 1/2"@ .18 VIGA ESTRUCTURAL VIGA ESTRUCTURAL N.P.T. +5.95 N.P.T. + 8.80 NPT + 3.15 ESTRIBO ADICIONAL PARA CONFINAMIENTO NPT + 0.45 1 Ø 1/2"@ .18 VC <> 5 5 5 CONFINAMIENTO Ø3/8"@0.25 5 5 NIV. VEREDA ± 0.00 RELLENO MAT. DE PRESTAMO (AFIRMADO) RELLENO MAT. DE PRESTAMO (ARENILLA) df=-<> 5 5 5 5 5 2.80 Ø3/8":1@.05,3@.10, 4@.15, Rsto@.20 <> 2.60 EMPALME <> <> <> <> Ø3/8":1@.05,3@.10, 4@.15, Rsto@.20 Ø3/8":1@.05,3@.10, 4@.15, Rsto@.20 ESTRIBO ADICIONAL PARA CONFINAMIENTO ESTRIBO ADICIONAL PARA CONFINAMIENTO 2Ø1/2" C-4 2Ø1/2" 2Ø1/2" 5 5 4 Ø 1/2" 2Ø1/2" Ø3/8":1@.05,3@.10 4@.15;rsto.@.20 NIV. TER. NAT. -1.00 Ø 3/8", 1@.05, 4@.10, R@0.20 a/e 6 Ø 1/2" Escala: 1/25 1 - 1 5 5 5 5 1.50 5 3 Ø 1/2" 3 Ø 1/2" N.P.T+0.45 5 5 .60 5 Ø3/8"@0.20 Ø3/8"@0.20 Ø 3/8", 1@.05, 4@.10, R@0.20 a/e 6 Ø 3/4" Escala: 1/25 4 - 4 5 N.P.T+0.45 5 5 .60 VC-100 VC-102 ARENILLA Escala: 1/25 6 - 6 5 5 5 N.P.T+0.45 5 5 5 Ø3/8":1@.05,3@.10 4@.15;rsto.@.20 NIV. MAX. EXCAV. -1.80 6Ø5/8" 5 5 NIV. TER. NAT. -1.00 NIV. MAX. EXCAV. -1.80 5 FALSO PISO AFIRMADO MATERIAL DE RELLENO CON PROPIO COMPACTADO 5 5 ARENILLA AFIRMADO MATERIAL DE RELLENO CON PROPIO COMPACTADO 5 5 FALSO PISO FALSO PISO FALSO PISO NIV. TER. NAT. -1.00 NIV. TER. NAT. -1.00 ARENILLA AFIRMADO MATERIAL DE RELLENO CON PROPIO COMPACTADO ARENILLA AFIRMADO MATERIAL DE RELLENO CON PROPIO COMPACTADO 5 3 Ø 3/4" 3 Ø 3/4" 2 Ø 1/2" 5 5 C-1 C-1 C-1 C-2 C-2 C-1 C-2 C-2 C-1 C-2 C-2 C-1 C-1 C-1 C-1 3º 4º 5 5 5 A E D C B A B C D E 2 1 3 2 1 3 VIVIENDA MULTIFAMILIAR E-02 ESC: 1/50 abril 2012 ESTRUCTURAS 1er, 2do, 3ro C-1 C-1 C-1 C-2 C-2 C-1 C-2 C-2 C-1 C-2 C-1 C-1 C-1 C-1 VP-101 VP-101 VP-101 VP-101 VP-101 VP-101 VP-101 VP-101 VP-101 VP-101 VACIO DE ESCALERA VACIO DE ESCALERA VP-100 VP-100 VP-100 VP-100 VP-100 VP-100 VP-100 VP-100 VP-100 VP-100 VP-100 VP-100 VA VA VA .30 As. TEMPERATURA Ø1/4" @.25 .40 DETALLE TIPICO DE ALIGERADO .15 .10 ESC. 1/12.5 .30 .40 .10 .30 .10 .40 .05 .20 .10 .10 .30 .40 F'y = 4200 Kg/cm2 F'c = 210 Kg/cm2 ESPECIFICACIONES TECNICAS S/C = 200 Kg/m2. S/C = 100 Kg/m2. S/C = 250 Kg/m2. F'c = 210 Kg/cm2 = 3.0 cm. = 3.0 cm. = 4.0 cm. = 5.0 cm. 08 HUECOS -ACERO DE FLUENCIA -ALIGERADOS Y VIGAS -VIGAS DE AMARRE -ESCALERAS -ALIGERADOS -RECUBRIMIENTOS: -COLUMNAS -SOBRECARGAS: -1º,2º,3º PISO -ESCALERAS -AZOTEA -VIGAS -LADRILLO DE ARCILLA 2Ø1/2" 2Ø1/2" Ø3/8", 1@.05, 4@.10, 4@.15, Rsto @.25 c/e VC 5 5 5 5 2Ø5/8" 2Ø5/8" 5 5 VA-100-200-300 5 5 3Ø5/8" 4Ø5/8" 5 5 5 5 6Ø1/2" Ø1/4", 1@.05, 4@.10, Rsto @.20 c/e VA VA-101-201-301 Ø3/8", 1@.05, 4@.10, 4@.15, Rsto @.25 c/e Ø1/4", 1@.05, 4@.10, 4@.15, Rsto @.25 c/e VA VA 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 5 5 5 5 1Ø1/2" 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 1Ø1/2" 5 5 5 1Ø1/2" 1Ø1/2" 1Ø1/2" 5 VC-102 (.40x.80) EJE 1-1 F 2d1/2" NTN SOLADO 5 5 5 5 5 5 Rsto@.20 6@.10, d3/8",1@.05, 2d1/2" N.F.P. 5 6@.15, Rsto@.20 6@.10, d3/8",1@.05, 6@.15, Rsto@.20 4@.10, d3/8",1@.05, 4@.15, 2d1/2" N.F.P. N.F.P. 5 5 5 5 5 5 1 1 2 2 1 1 5 3Ø3/4" 3Ø3/4" 3Ø3/4" 3Ø3/4" 3Ø3/4" 3Ø3/4" VC-100 (.40x.80) EJE 1-1 2d1/2" NTN SOLADO 5 5 5 5 5 5 Rsto@.20 6@.10, d3/8",1@.05, 2d1/2" N.F.P. 5 6@.15, Rsto@.20 6@.10, d3/8",1@.05, 6@.15, Rsto@.20 4@.10, d3/8",1@.05, 4@.15, 2d1/2" N.F.P. N.F.P. 5 5 5 5 5 5 1 1 2 2 1 1 5 3Ø3/4" 3Ø3/4" 3Ø3/4" 3Ø3/4" 3Ø3/4" 3Ø3/4" planta tipica VIVIENDA MULTIFAMILIAR E-03 ESC: 1/50 abril 2012 detalles Sobrecimiento Armado Cimiento Corrido Ver Sección A-A DET. ALBAÑILERIA CONFINADA 2 Alambres \U+2205 6 mm Cada 3 Hiladas .50 .50 2 Alambres \U+2205 6 mm Cada 3 Hiladas CON JUNTAS ENTRE HILADAS DE 1cms. f'm = 65 kg/cm2 fb =130 kg/cm2, - LA TABIQUERIA SERA DE LADRILLO TIPO IV, - IRA UNIDA A LA ESTRUCTURA CON 2 ALAMBRES d 6 mm CADA 3 HILADAS, EN EL PRIMER PISO CONTINUO DE COLUMNA A COLUMNA Y A PARTIR DEL SEGUNDO PISO - EL MORTERO SERA EN PROPORCION; CEMENTO, ARENA 1:5 ENTRAN 50cms. EN EL MURO CADA 3 HILADAS Y ANCLAN EN LAS COLUMNAS UN MINIMO DE 25cms. d1/4" @ 0.30 (EN ESPÌRAL) d=4" t=.15 5 PLANTA CISTERNA 5 5 5 5 Y X 5 5 Y 5 5 ESC. 1/25 5 5 5 5 5 X 5 5 5 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 CORTE X-X 5 5 Ø3/8"@.20 5 5 Ø3/8"@.20 5 5 5 Ø3/8"@.20 Ø3/8"@.20 0.075 0.075 5 0.075 5 Ø1/4"@.20 Ø3/8"@.20 ESC. 1/25 5 5 5 5 5 Ø3/8"@.20 CORTE Y-Y Ø3/8"@.20 5 5 Ø3/8"@.20 Ø3/8"@.20 5 5 5 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 Ø3/8"@.20 5 5 ESC. 1/25 - Profundidad mínima de excavación para zapatas = 1.35 mts - Capacidad portante del Terreno: = 0.80 kg/cm2 D- RESISTENCIA DEL TERRENO: - Concreto : A- MATERIALES: Sobrecimientos : cemento-hormigon 1:8+25% P.B. Solados de 2" : cemento-hormigon 1:10 Cimientos corridos : cemento-hormigon 1:10+30% P.G. - Primer Piso = 200 kg/m2 - Segundo Piso = 200 kg/m2 REGLAMENTO NACIONAL DE EDIFICACIONES (RNE-2006) E- SOBRECARGAS: Norma E-020 "Cargas" Norma E-060 "Concreto Armado" Norma E.070 "Albañilería" F- NORMAS Y REGLAMENTOS: Norma E.050 "Suelos y Cimentaciones" Norma E-030 "Diseño Sismo-Resistente" Losas y vigas chatas : 2.5 cms Columnas : 3.5 cms Vigas de Cimentación : 5 cms - Acero grado 60 - fy = 4200 kg/cm2 Escaleras : 2.5 cms Escaleras : f'c = 210 kg/cm2 Zapatas : f'c = 175 kg/cm2 C- TIEMPO DE DESENCOFRADO: B- RECUBRIMIENTOS MINIMOS (LIBRES): Falso piso de 4" : cemento-hormigon 1:8 Columnas y vigas de cimentación : 24 horas Aligerados y escaleras : 10 dias Vigas principales : 21 dias Zapatas : 7.5 cms Vigas de Cimentación : f'c = 210 kg/cm2 EJE "Y" SISTEMA APORTICADO - COEFICIENTE DE AMPLIFICACION SISMICA: C = 2.5 - FACTOR DE SUELO (TIPO S3): S=1.4 Tp(s)=0.9 s. H- PARAMETROS SISMICOS: TIPO C (Edificación Común: Vivienda) EJE "X" SISTEMA DE ALBAÑILERIA CONFINADA I- CATEGORIA DE LA EDIFICACION: K- MAXIMOS DESPLAZAMIENTOS: - FACTOR DE USO E IMPORTANCIA U = 1.0 - FACTOR DE REDUCCION EN EJE "Y" R = 7 (APORTICADO) - FACTOR DE ZONA (ZONA 3): Z=0.40 J- SISTEMA ESTRUCTURAL: 1 .-CONCRETO ARMADO : NORMA E-0.60 Colunmnas, Placas y vigas : f'c = 210 kg/cm2 Placas : 2.5 cms Vigas principales : 4 cms 2 .- SUELOS Y CIMENTACIONES: NORMA E-0.50 3 .- CARGAS: NORMA E-020 4 .- ALBAÑILERIA : NORMA E-070 G- ALBAÑILERIA: LADRILLO TIPO IV, f'b = 130 kg/cm2,f'm=65 kg/cm2 MORTERO: CEMENTO - ARENA 1:5 NOTA : INDICADO EN PLANTA CIMENTACION 5 .- DISEÑO SISMO - RESISTENTE: NORMA E-030 - FACTOR DE REDUCCION EN EJE "X" R = 6 (ALB. CONF.) DESPLAZAMIENTO MAXIMO EN ULTIMO NIVEL (du) DIRECCION (X-X) 4.98 cm DIRECCION (y-Y) 5.14 cm MAXIMO RELATIVO DE ENTREPISO (de) DIRECCION (X-X) 1.69 cm DIRECCION (y-Y) 1.77 cm - Azotea = 100 kg/m2 - Tercer Piso = 200 kg/m2 - Escalera = 250 kg/m2 ARQ. ronald e. morales campos LAURA CORDOVA PINTADO CALLE MARIA PARADO DE BELLIDO #129 PJ.STA ROSA J.L. ORTIZ CHICLAYO ARQ. ronald e. morales campos LAURA CORDOVA PINTADO CALLE MARIA PARADO DE BELLIDO #129 PJ.STA ROSA J.L. ORTIZ CHICLAYO ARQ. ronald e. morales campos LAURA CORDOVA PINTADO CALLE MARIA PARADO DE BELLIDO #129 PJ.STA ROSA J.L. ORTIZ CHICLAYO

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, block, cover, dach, DWG, Family, frame, hangar, house, Housing, lagerschuppen, proposed, roof, shed, single, structure, structures, system, terrasse, toit