Wooden House Structure DWG Full Project for AutoCAD

Wooden House Structure DWG Full Project for AutoCAD

STRUCTURAL PLANS FOR A WOODEN HOUSE PROJECT IN CHILE

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

axle lift, brace, engineers, detail, lam, vertical plate, base plate, approx., ntn, firm floor, poor concrete, fill of, dimensions in mm, typical detail reinforcement of upper screeds, upper screed, hearth reinforcement, note :, upper screed, reinforcement, typ., all the partitions are reinforced according to this detail, in the skies of the, external plate osb, arranged vertically, in the entire perimeter of the plate, in interior plate supports, detail anchorage plates osb to structure, typical detail wall fixing, epoxy anchor, bar, epoxy resin, technical equivalent, perforation, no scale, underlayment, structural plate, detail typical cross panel, typical detail panel meeting, typical union detail, pieces in sight , or technical equivalent, column, helical nail, oak pillar, lateral anchor, note: it is suggested to use this resin to anchor connecting rods., lower anchor, with epoxy resin, three levels., shaft elevation , pine pillar, foundations plant, ground floor, steel beam, diag. typical, or according to arch, lintel, thickness, color, feather assignments, owner:, project:, calculation:, file :, scale:, content:, date:, review:, drawing:, the indicated, location:, Juan Menares, …………………, single-family house, structure plants, axle lifts, ………….. ….., date, description, rev.

Raw text data extracted from CAD file:

1 \A1; 1350 \A1; 1595 \A1; 3200 \A1; 3200 \A1; 1350 \A1; 1595 \A1; 3200 \A1; 3200 \A1; 1550 \A1; 2850 \A1; 1500 \A1; 1700 \A1; 205 \A1; 600 \A1; 600 \A1; 1350 \A1; 1595 \A1; 1455 \A1; 2875 \A1; 1775 \A1; 1700 \A1; 3200 \A1; 3800 \A1; 1950 \A1; 1595 \A1; 3200 \A1; 3800 \A1; 860 \A1; 3825 \A1; 2575 \A1; 770 \A1; 600 \A1; 3200 \A1; 3200 N.O.G.±0.0 1° PISO ELEVACION EJE ESC.=1:50 \A1; 3400 \A1; 600 \A1; 3100 \A1; 3200 \A1; 3200 \A1; 1595 \A1; 1350 \A1; 300 \A1; 2100 \A1; 2800 \A1; 3200 \A1; 3200 \A1; 600 \A1; 2800 \A1; 3100 \A1; 1595 \A1; 1950 \A1; 2653.5 \A1; 3431.2 \A1; 2100 \A1; 1000 \A1; 3075 \A1; 3233.8 \A1; 3400 \A1; 3737.7 \A1; 3200 \A1; 1595 \A1; 1950 \A1; 2500 \A1; 2300 \A1; 3100 \A1; 3075 \A1; 2460 ARRIOSTRA I n g e n i e r o s \A1; 205 \A1; 2850 \A1; 3050 \A1; 600 \A1; 600 \A1; 3200 \A1; 3200 \A1; 3100 \A1; 3400 \A1; 1150 \A1; 500 \A1; 900 \A1; 3200 \A1; 4400 \A1; 205 \A1; 1200 \A1; 625 \A1; 3400 \A1; 3737.7 \A1; 3100 \A1; 3075 \A1; 1350 \A1; 1595 \A1; 3200 \A1; 3200 \A1; 1200 \A1; 3200 \A1; 3200 \A1; 590 \A1; 1575 \A1; 1500 \A1; 815 \A1; 1300 \A1; 2070 \A1; 600 \A1; 205 \A1; 2850 \A1; 1550 \A1; 1500 \A1; 2500 \A1; 2927 \A1; 2045 \A1; 3100 \A1; 3075 \A1; 3200 \A1; 3200 \A1; 3200 \A1; 3200 \A1; 625 \A1; 3400 \A1; 2653.5 \A1; 950 \A1; 1500 \A1; 1595 \A1; 1950 \A1; 600 \A1; 600 \A1; 1350 \A1; 1595 \A1; 3200 \A1; 3200 \A1; 1550 \A1; 2850 \A1; 1500 \A1; 1700 \A1; 1200 \A1; 3200 \A1; 3200 \A1; 3550 \A1; 1595 \A1; 2500 DETALLE 101 LAM \A1; 2760 \A1; 2100 \A1; 2875 \A1; 770 \A1; 750 \A1; 1350 \A1; 1595 DETALLE 101 101 ESC.=1:20 DETALLE S -- 5 E.d8@100 placa vertical (son 2) 750 50 50 5 PL.200x200x10 250 placa base 5 PL.150x330x8 5 5 5 5 L=1850 SAE1020 5 5 5 3 PERNOS d1/2" PL.250x250x10 PL.150x330x8 pilar 150x150 5 aprox. aprox. N.T.N. suelo firme inserto 3d10 pedestal 300x300x300 hormigón pobre relleno de cotas en mm ESC.=1:20 SECCION FUND. TIPICA PILAR MADERA 150x150 5 DETALLE TIPICO REFUERZO DE SOLERAS SUPERIORES ESC.=1:20 50x100 solera superior 50x100 refuerzo de solera Nota: 1P(50x100) 1P(50x100) 1P(50x100) Solera superior POR UNION (Tip.) 2 CLAVOS 4" 1P(50x100) Refuerzo Solera superior Típ. Refuerzo Solera superior 2 CLAVOS 5" Todos los tabiques se refuerzan según este detalle, en los cielos de los lanceros 5" 50x100 2 clavos 4 clavos 4" placa exterior OSB e=11,1 (Típ.) dispuesta verticalmente tornillo autoperforante nº8 @150 en todo el perímetro de placa Típ. 5 5 tornillo autoperforante nº8 @300 en apoyos interiores de placa DETALLE ANCLAJE PLACAS OSB A ESTRUCTURA ESC.=1:20 1P(50x100) 1P(50x100) ESC.=1:20 1P(50x100) 1P(50x100) DETALLE TIPICO FIJACION DE TABIQUES 1P(50x100) 1P(50x100) 1P(50x100) 1P(50x100) 1P(50x100) POR UNION (Tip.) 2 CLAVOS 4" 1P(50x100) 1P(50x100) 1P(50x100) 1P(50x100) 1P(50x100) DETALLE 1 01 ESC.=1:20 anclaje epóxico 130 250 250 L(mm) 150 150 200 da (mm) 6 18 16 12 10 8 da barra barra d(mm) d(") 1/2 12 1 1/4 1 1/4 30 30 3/4 1 5/8 16 20 25 resina epóxica tipo sikadur 31 o equivalente técnico perforación L d Sin escala 75 4 5/16 8 cotas en mm ESC.=1:20 cadeneta 50x100@600 detalle típico entrepiso cp1 viga 50x200@500 mortero e=30 5 pavimento S/G ARQ. revestimiento bajo vigas Placa terciado e=18 5 1P(50x100) 5 5 5 5 e.=11.1mm PLACA ESTRUCTURAL PLACA ESTRUCTURAL e.=11.1mm PLACA ESTRUCTURAL e.=11.1mm e.=11.1mm PLACA ESTRUCTURAL 2P(50x100) (EN T) DETALLE TIPICO CRUCE PANEL ESC.=1:10 e.=11.1mm PLACA ESTRUCTURAL 5 5 PLACA ESTRUCTURAL e.=11.1mm e.=11.1mm PLACA ESTRUCTURAL PLACA ESTRUCTURAL e.=11.1mm ESC.=1:10 2P(50x100) DETALLE TIPICO ENCUENTRO PANEL PLACA ESTRUCTURAL e.=11.1mm 5 50x200 DETALLE TÍPICO UNIÓN DE PIEZAS A LA VISTA Esc. 1:10 1 barra d12 L=400 con sikadur 31 o equivalente técnico 1 barra d12 L=400 1 barra d12 L=200 con sikadur 31 o equivalente técnico columna Rebajar 50mm sección 50x150 50x100 100x100 Clavo helicoidal galvanizado L=5" (Típ.) A B C VIGA ACERO 2C 200x50x5 PILAR ROBLE 100x100 ESC.=1:20 DETALLE VIGA METÁLICA EJE 2 5 5 ANCLAJE LATERAL 40x190x4 (2+2) Atiesadores PL.100x200x8 (2+2) TIRAFONDOS 8mm Nota: Se sugiere usar esta resina para anclar barras conectoras. pilar 150x150 ANCLAJE INFERIOR 2 TIRAFONDOS 10mm L=5mm 40x190x4 (2+2) Atiesadores con resina epoxi columna Rebajar 50mm sección 50x150 100x100 2 pernos d10 tres niveles. \A1; 2300 \A1; 2000 \A1; 2400 \A1; 2100 \A1; 1000 \A1; 950 \A1; 1500 \A1; 2400 \A1; 1100 \A1; 1100 \A1; 1100 \A1; 2750 \A1; 2100 \A1; 2550 \A1; 150 \A1; 200 \A1; 200 \A1; 600 \A1; 300 \A1; 300 \A1; 100 \A1; 80 \A1; 100 \A1; 300 \A1; 600 \A1; 150 \A1; 300 \A1;L \A1;\U+2205 \A1; 200 \A1; 500 \A1; 100 \A1; 100 \A1; 50 \A1; 100 \A1; 100 \A1; 100 \A1; 100 \A1; 1350 \A1; 1595 \A1; 960 \A1; 800 \A1; 2300 \A1; 1000 \A1; 1000 \A1; 900 \A1; 800 \A1; 1000 \A1; 1000 \A1; 1300 \A1; 1000 \A1; 1300 \A1; 1250 \A1; 2050 \A1; 2300 \A1; 1250 \A1; 450 \A1; 700 \A1; 1450 \A1; 700 \A1; 750 \A1; 800 \A1; 750 \A1; 750 \A1; 650 \A1; 650 \A1; 650 \A1; 650 \A1; 2100 \A1; 2450 \A1; 2450 \A1; 750 \A1; 750 \A1; 700 \A1; 4075 \A1; 1050 \A1; 2100 \A1; 700 \A1; 750 \A1; 1050 \A1; 4075 \A1; 1050 \A1; 2775 \A1; 2300 \A1; 1050 \A1; 2550 \A1; 4125 \A1; 3200 \A1; 3200 \A1; 600 \A1; 1000 \A1; 2100 \A1; 750 \A1; 2150 \A1; 2600 \A1; 2550 \A1; 2300 \A1; 300 5 5 5 5 A B C D E 1 2 4 1 2 3 4 A B C D E 5 5 5 5 5 5 2b 5 5 1a 5 4a 5 E1 50x100 @ 550 50x100 @ 550 50x100 @ 550 50x100 @ 550 A0 5 5 5 5 5 A B C D 1 2a 1 3 B C D E1 5 5 5 5 5 5 2c 5 5 1a 4a E1 50x100@550 50x100 @ 550 50x100 @ 550 50x100 @ 550 A0 5 1b 5 5 5 50x100 @ 550 50x100 @ 550 50x100 @ 550 50x100 @ 550 50x100 @ 550 50x100 @ 550 B C 4 50x100 @ 550 PLANTA DE ESTRUCTURA 1º PISO ESC.=1:75 PLANTA DE ESTRUCTURA 2º PISO ESC.=1:75 5 5 C D E 5 E1 N.+310 N.-30 ELEVACION EJE 1 ESC.=1:75 50x200 100x150 50x100 50x100 100x100 50x100 TIP. 50x100 5 5 5 C D E 5 E1 N.+310 ELEVACION EJE 2 ESC.=1:75 50x200 100x100 50x200 50x100 5 100x150 100x150 PILAR PINO 100x150 5 5 B A 50x100 5 N.+280 5 5 N.±0.00 VIGA ACERO 2C 200x50x5 5 5 C D E 5 E1 N.+310 ELEVACION EJE 3 ESC.=1:75 50x200 100x100 VIGA MAESTRA (2)50x200 50x100 5 100x100 100x150 100x150 100x150R 5 5 B A 100x100 N.+280 5 N.±0.00 50x200 100x150 100x150 50x100 50x100 N.+617.5 TIJERAL 75x150 TIJERAL 50x150 A0 5 5 5 5 5 5 5 5 N.±0.00 5 C 5 5 B A 50x100 A0 50x100 D 5 5 5 5 N.+617.5 N.+310 N.±0.00 N.+30 N.+280 50x100 50x100 50x100 50x100 50x100 50x100 50x100 50x100 50x100 50x100 ELEVACION EJE 4 ESC.=1:75 5 50x200a500 50x200a500 50x200a500 50x200a500 50x200a500 50x200a500 50x200a500 TIJERAL 50x150 TIJERAL 50x150 TIJERAL 50x150 TIJERAL 50x150 TIJERAL 75x150 50x100 @ 550 50x100 @ 550 50x100 @ 550 50x100 @ 550 50x100 @ 550 50x100 @ 550 50x100 100x150 50x100 100x200 50x100 100x150 50x100 50x100 50x100 ENVIGADO PISO 50x200 ENVIGADO PISO 50x200 ENVIGADO PISO 50x200 VIGA MAESTRA (2)50x200 50x100 50x100 50x100 50x100 50x100 TIP. PLANTA DE ESTRUCTURA 3º PISO ESC.=1:75 4a 4 2b 1a 50x100 50x100 50x100 50x100 5 5 5 5 5 100x200 50x100 ENVIGADO PISO 50x200 ENVIGADO PISO 50x200 50x100 50x100 50x100 ELEVACION EJE A ESC.=1:75 N.+30 N.+280 50x100 50x100 50x100 50x100 50x100 50x100 100x150 ENVIGADO PISO 50x200 5 5 3 2 1 5 5 5 5 1b N.-30 N.-30.0 VIGA MAESTRA (2) 50x200 ELEVACION EJE E ESC.=1:75 50x100 100x150 50x100 100x150 50x100 ELEVACION EJE C ESC.=1:75 5 100x200 5 5 1 5 2 4 4a 3 5 1b 5 5 5 5 5 N.-30 N.±0.00 N.+310 N.+617.5 50x100 50x100 50x100 50x100 50x100 50x100 50x100 50x200 50x200 VIGA MAESTRA (2)50x200 VIGA MAESTRA (2)50x200 VIGA ACERO 2C 200x50x5 PILAR PINO 100x150 50x150 50x100 50x100 TIJERAL 75x150 50x100 50x100 VIGA MAESTRA (2)50x200 50x100 50x100 50x100 5 5 5 5 A B C D E 1 2 4 1 2 3 4 A B C D E 5 5 5 2b 1a PLANTA DE FUNDACIONES ESC.=1:75 N.-30 N.±0.00 N.-30 N.±0.00 N.+30 N.+30 5 N.±0.00 VIGA MAESTRA (2)50x200 VIGA MAESTRA (2)50x200 VIGA MAESTRA (2)50x200 VIGA MAESTRA (2)50x200 VIGA MAESTRA (2)50x200 VIGA MAESTRA (2)50x200 VIGA MAESTRA (2)50x200 VIGA MAESTRA (2)50x200 VIGA MAESTRA (2)50x200 VIGA MAESTRA (2)50x200 VIGA MAESTRA (2)50x200 ENVIGADO PISO 50x200a500 ENVIGADO PISO 50x200a500 ENVIGADO PISO 50x200a500 ENVIGADO PISO 50x200a500 ENVIGADO PISO 50x200a500 ENVIGADO PISO 50x200a500 ENVIGADO PISO 50x200a500 5 5 5 5 0.0 5 50x200 50x200 50x200 50x200 VIGA MAESTRA (2)50x200 N.+30 ENVIGADO PISO 50x200 PINO 100x150 PINO 100x150 PILAR PINO 100x150 50x100 50x100 50x100 50x100 50x100 50x100 50x100 50x100 N.+30 50x200 4 4a 2b 2 1a 50x100 50x100 50x100 50x100 50x100 50x100 50x100 50x100 50x100 50x100 50x100 TIJERALES 50x150 TIJERALES 75x150 VIGA ACERO 2C 200x50x5 ELEVACION EJE B ESC.=1:75 50x200 50x200 5 5 5 5 50x100 TIP. 50x100 TIP. 5 5 5 TIJERALES 75x150 50x100 50x100 50x100 50x100 N.+280 100x150 100x150 100x150 VIGA MAESTRA (2) 50x200 N.+310 VIGA MAESTRA (2) 50x200 50x100 50x100 50x100 50x100 50x100 ELEVACION EJE D ESC.=1:75 5 5 N.+310 N.+617.5 TIJERALES 50x150 N.+0 5 5 3 2 1 50x100 50x100 50x100 50x100 50x100 50x100 50x100 50x100 50x200 50x200 50x100 50x100 50x100 5 5 3 2 1 100x200 100x200 TIJERALES 50x150 5 1b N.-30 N.+310 5 5 50x100 50x100 50x100 TIP. 50x100 50x100 50x200a500 ELEVACION EJE E1 ESC.=1:75 100x100 100x100 VIGA MAESTRA (2)50x200 50x100 5 5 100x150 50x100 50x100 ENVIGADO PISO 50x200 50x100 N.+280 C 5 5 B A A0 5 50x100 50x100 5 50x100 100x200 50x150 50x100 50x200 ENVIGADO PISO 50x200 50x100 50x100 50x100 50x100 ELEVACION EJE 4a ESC.=1:75 DIAG. TIPICAS 50x100 DIAG. TIPICAS 50x100 VIGA MAESTRA (2)50x200 N.-30 TIJERAL 50x150 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE 1 02 N.+556 5 50x100 50x200 PILAR PINO 100x150 PILAR PINO 100x150 PILAR PINO 100x150 PILAR PINO 100x150 PILAR PINO 100x150 PILAR PINO 100x150 PILAR PINO 100x150 2(50x200) 5 50x100 O SEGUN ARQ. 4a 2c 5 ENVIGADO PISO 50x200 5 5 ELEVACION EJE A0 ESC.=1:75 N.+30 50x100 50x100 50x100 50x100 50x100 50x100 50x100 50x100 50x100 5 5 A B C ENVIGADO PISO 50x200 100x150 N.+30 ELEVACION EJE 1a ESC.=1:75 N.+280 50x100 50x100 50x100 100x200 50x100 50x150 50x100 50x150 100x100 100x100 100x100 5 100x100 5 100x100 5 Refuerzo 5 5 50x150 Refuerzo 2(50x200) 5 5 50x200 Refuerzo N.±30.0 100x150R 100x100 50x100 50x100 50x200 5 100x150R 50x100 5 5 5 50x100@550 dintel 5 5 Refuerzo 2x50x150 5 1º 2º 1º 2º 3º 1º 2º 3º 1º 2º 1º 2º 1º 2º 1º 1º 2º 3º 1º 2º 3º 2º 2º 2º N.+515 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 100x150 PILAR PINO 100x150R PILAR PINO 100x200 PILAR PINO 100x100 PILAR PINO 100x200 PILAR PINO 100x200 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 100x100 PILAR PINO 100x150 PILAR PINO 100x100 PILAR PINO 100x200 5 5 VIGA MAESTRA (2)50x200 5 5 5 5 5 5 5 5 5 C D E 5 E1 5 ELEVACION EJE 1b ESC.=1:75 100x100 50x100 TIP. 100x100 100x200 100x100 100x100 100x100 100x100 50x100 ENVIGADO PISO 50x200 ENVIGADO PISO 50x200 50x100 50x150 50x150 50x150 50x100 2º 5 5 5 50x100 5 100x100 5 5 5 N.+515 5 50x100 SUPERFICIE DE TERRENO: 644,11 m2 SUPERFICIE PROYECTADA: A+B+C+D+E = 95,79 m2 CONDICIONES NORMATIVAS: RASANTE: 70° COEF. OCUPACIÓN SUELOOCUPACIÓN SUELO PERMITIDO: 35% PROYECTADO: 6% \LCOEF. CONSTRUCTIBILIDADCONSTRUCTIBILIDAD PERMITIDO: --- PROYECTADO: 0,15 \LDISTANCIAMIENTO MÍNIMO:MÍNIMO: PERMITIDO: 3m PROYECTADO: 5m \LANTEJARDÍN: PERMITIDO: 3m PROYECTADO: 3m \LALTURA MÁXIMA:MÁXIMA: PERMITIDO: CONDICIONADA PROYECTADO: 3 pisos FORMATO A2 0.2 11 ESPESOR 0.2 0.15 0.1 0.2 0.25 0.1 0.35 COLOR ASIGNACIONES DE PLUMAS 1 (ROJO) 2 (AMARRILLO) 3 (VERDE) 4 (CELESTE) 5 (AZUL) 6 (MAGENTA) 0.10 0.2 10 9 (PLOMO) ESCALA DE PLOTEO. 1 : 1 7 (BLANCO) PROPIETARIO : PROYECTO : CALCULO : PLANO N° ARCHIVO: ESCALA : CONTENIDO : FECHA : REVISO : DIBUJO : LAS INDICADAS UBICACION : JUAN MENARES ..................... CASA UNIFAMILIAR PLANTAS DE ESTRUCTURA ELEVACIONES DE EJES ................... FECHA DESCRIPCION REV. 1 2 3 4

Language	Spanish
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	adobe, autocad, bausystem, chile, construction system, covintec, DWG, earth lightened, erde beleuchtet, full, house, losacero, plans, plywood, Project, sperrholz, stahlrahmen, steel framing, structural, structure, système de construction, terre s, wooden