Amplification Housing – Several Details DWG Detail for AutoCAD

Amplification Housing – Several Details DWG Detail for AutoCAD

Amplification third level of single family home

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

room, draft:, flat:, Location:, scale:, drawing:, date:, sheet:, p. s. p., August, single family Home, distribution architecture, Mr. jose pimentel ibarra, owner:, calle marchand nº, san borja, scale, draft, extension, rooftop, owner, Mr. victor a. rodriguez sra., Location, oooooo san, specialty, structures, professional, ing. cip, scale, drawing, date, August, roof of the third floor, slab lightened except indicated, overload, scale, Red, yellow, green, light blue, blue, magenta, rest, built area, MMM:, beam, see column table, slab column anchor, stirrups, connection detail with roof, fiber cement sheet, plasterboard, beam, see distribution of, stirrups in details, of beams, format esc, parante of mm. caliber, mm rail. caliber, nail for concrete, beam width, radio of, bent db, encounter of flat beams, plant db bar diameter, MMM:, seismic parameters, zone factor factor factor, factor of use category factor, soil factor type factor factor, seismic amplification factor factor, displacements, relative maximum displacement of the mezzanine, floor felt sense, total displacement, seismic separation, Technical specifications, concrete, armed concrete in the structure fc ‘, steel, fy rating rods, masonry, tambourine tubular masonry unit, mortar type cement sand, mortar joint thickness: minimum cm maximum., pre-moisten the brick before settling on the wall., of the sera of metal profiles plates, of the parantes: galvanized rails, of thickness, of the plates: top fiber cement coating, the bottom of plasterboard, permanent charges, lightened own weight, ceiling subfloor, pastry bricks cover, masonry walls, reinforced concrete, free coatings, beams columns cm, columns, mm:, plasterboard, pre fabricated ceiling detail, galvanized profile, fiber cement plate mm., mm:, pre fabricated roof, see detail, pre fabricated roof, see detail, see detail, stirrups rest from each end, stirrups rest, running, running, running, running, running, running, running, running, running, running, stirrups rest, running, running, stirrups rest, draft:, flat:, Location:, scale:, drawing:, date:, sheet:, p. s. p., August, single family Home, distribution architecture, calle marchand nº, san borja, Mr. jose pimentel ibarra, owner:

Raw text data extracted from CAD file:

ROOM 000 Proyecto: Plano: Ubicación: Escala: Dibujo: Fecha: Lamina: 1/50 P. S. P. AGOSTO 2008 VIVIENDA UNIFAMILIAR ARQUITECTURA - DISTRIBUCION A3 SR. JOSE PIMENTEL IBARRA Propietario: Calle Marchand Nº 164 San Borja \A1;4.75 \A1;2.50 \A1;1.35 \A1;4.75 \A1;2.43 \A1;1.43 \A1;3.98 \A1;2.88 \A1;3.98 \A1;2.88 .30 .30 .10 .20 .15 .15 \A1;.11 \A1;.04 \A1;0.406m \A1;.09 \A1;.04 \A1;.15 \A1;.30 \A1;4.45 \A1;.15 \A1;.15 \A1;2.35 \A1;1.05 \A1;.70 \A1;.95 \A1;.40 \A1;.15 \A1;3.67 \A1;.30 \A1;.15 \A1;2.57 \A1;3.75 \A1;.15 \A1;.15 ESCALA 1/50 PROYECTO AMPLIACION AZOTEA PROPIETARIO Sr. VICTOR A. RODRIGUEZ Y SRA. UBICACION oooooo SAN BORJA-LIMA ESPECIALIDAD ESTRUCTURAS PROFESIONAL ING. CIP ##### ESCALA 1/50, 1/25 M E DIBUJO FECHA Agosto 2008 E-1 1 DE 1 Techo del tercer piso Losa aligerada h = .10, excepto indicado Sobrecarga =100 Kg/m² VT-102 (.15 x .25) Escala 1/50 Rojo .15 Amarillo .20 Verde .30 Celeste .40 Azul .50 Magenta .60 Resto .10 AREA CONSTRUIDA VT-101 (.15 x .30) VT-102 (.15 x .25) VT-102 VT-101 (.15 x .30) VT-102 (.15 x .25) VT-102 VT-101 (.15 x .30) VT-102 (.15 x .25) VT-102 VT-102 (.15 x .25) VT-102 VT-102 VT-102 (.15 x .25) C-1 C-3 C-1 C-1 C-1 C-1 C-2 C-1 C-1 C-2 C-1 4 3 2 1 4 3 2 1 C B A C B A 5 5 5 5 5 5 5 5 5 5 A A B B 2 Ø 8 mm Ø 6 mm: 1 a .05, 5 a .10, r a .25 c/ext B - B Viga ver cuadro de columnas ANCLAJE DE COLUMNA O LOSA 5 5 Estribos Detalle de conexion con techo Placa de fibrocemento de 8mm. Placa de yeso de 3/8 " VIGA Ver distribución de estribos en detalles de vigas 5 .20 Formato A1 (84.10 x 59.4) esc 1/50 X Y SE Parante de 89 mm. Calibre (0.90) Riel de 90 mm. Calibre (0.90) Clavo para concreto @ 0.60 Ancho de Viga .11 4 Ø 12 mm Ø 3/8 ": 1 a .05, 4 a .10, r a .20 C 1 .30 \A1;.15 \A1;.30 Radio de doblado = 3 db \A1;.30 \A1;.30 \A1;.30 Encuentro de vigas chatas Planta db = diámetro de la barra 5 .15 4 Ø 8 mm Ø 6 mm: 1 a .05, 6 a .10, r a .25 c/ext A - A Parámetros sísmicos Factor de zona Zona 3 Factor = 0.4 Factor de uso Categoría C Factor = 1.0 Factor de suelo Suelo tipo S1 Factor = 1.0 Factor de amplificación sísmica Factor = 2.5 Desplazamientos Desplazamiento máximo relativo del entrepiso Piso Sentido X (cm.) Sentido Y (cm.) 3° 0.12 0.36 2° 0.58 0.34 1° 0.26 0.17 Desplazamiento total : 0.96 0.87 Separacion Sismica : 2 2 Especificaciones técnicas CONCRETO Concreto armado en la estructura fc' = 210 Kg/cm² Acero Varillas corrugadas, grado 60 fy = 4,200 Kg/cm² Albañilería Unidad de albañilerìa tubular tipo Pandereta Mortero tipo P2, cemento : arena = 1:5 Espesor de junta de mortero: 1.00 mínimo y 1.50 cm máximo. Humedecer previamente el ladrillo antes de asentarse en el muro. Del techo, Sera de perfiles metalicos y placas pre-fabricadas. De los parantes: Parantes(89 mm.) y rieles (90 mm.) galvanizados y de espesor (0.90). De las placas: revestimiento superior de Fibrocemento de (8 mm.) y la inferior de Placa de yeso de 3/8 " Cargas permanentes Peso propio aligerado h = .10 50Kg/m² Contrapiso y cieloraso 100 Kg/m² Cobertura de ladrillos pasteleros 100 Kg/m² Muros de albañilería 1,350 Kg/m³ Concreto armado 2,400 Kg/m³ Recubrimientos libres Vigas y columnas 4 cm Columnas 4 Ø 8 mm Ø 6 mm: 1 a .05, 4 a .10, r a .25 C 2 .15 \A1;.15 1 .11 Placa de yeso 3/8 " .04 0.406m DETALLE TECHO PRE FABRICADO H=0.11 Perfil Galvanizado .09 Placa de fibrocemento 8 mm. 89mm. (.90) C-3 6 Ø 8 mm Ø 6 mm: 1 a .05, 4 a .10, r a .25 C 2 .30 \A1;.15 .04 VT-102 Techo Pre fabricado Ver detalle Techo Pre fabricado Ver detalle 2 Ver detalle Ver detalle Ver detalle V - 101 (.15 x .30) V - 102 (.15 x .25) V - 102 (.15 x .25) 5 5 5 5 5 5 5 Estribos Ø 1/4 " : 1 a .05, 5 a .10, resto a .25 desde cada extremo Estribos Ø 1/4 " : 1 a .05, 4 a .10, resto a .25 2 d3/8" corrido 2 d 3/8" corrido 5 5 5 2 d3/8" corrido 2 d3/8" corrido 2 d 3/8" corrido 2 d 3/8" corrido 1d3/8" 1d3/8" 1 1 2 2 2 2 .30 \A1;.15 1 - 1 .25 \A1;.15 2 - 2 5 5 5 5 5 2 d3/8" corrido 2 d3/8" corrido 2 d 3/8" corrido 2 d 3/8" corrido Estribos Ø 1/4 " : 1 a .05, 4 a .10, resto a .25 Estribos Ø 1/4 " : 1 a .05, 4 a .10, resto a .25 V - 102 (.15 x .25) V - 102 (.15 x .25) 2 2 2 2 5 5 5 %%A-A (.15 x .15) 2 d3/8" corrido 2 d 3/8" corrido Estribos Ø 1/4 " : 1 a .05, 4 a .10, resto a .25 A A \A1;.15 .15 A - A Proyecto: Plano: Ubicación: Escala: Dibujo: Fecha: Lamina: 1/50 P. S. P. AGOSTO 2008 VIVIENDA UNIFAMILIAR ARQUITECTURA - DISTRIBUCION A3 Calle Marchand Nº 164 San Borja SR. JOSE PIMENTEL IBARRA Propietario:

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	amplification, autocad, dach, dalle, DETAIL, details, DWG, escadas, escaliers, Family, home, Housing, lajes, Level, mezanino, mezzanine, platte, reservoir, roof, single, slab, stair, telhado, toiture, treppe