Detached House – Structures DWG Detail for AutoCAD

Detached House – Structures DWG Detail for AutoCAD

TWO STORY FAMILY HOUSE WITH ROOF IN THE THIRD, MAP OF STRUCTURES; CONTAINS DETAILS OF FOUNDATIONS; SLABS LIGHTENED; COLUMNS; ETC .

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

npt, unjbg, faua, foundation, lightened first level, columns, flooring, false floor, compacted grit, cut, detail of foundation beam – footings and columns, detail zapata, foundation beam, detail anchor column-shoe, brick wall kk., great material. comp., foundation, overlay, cyclopean concrete, reinforced concrete, notes :, loan material., technical specifications, will not be built in landfill, the foundations will be made from the natural terrain, cement will be used i portland or cement type v and is recommended the foundation with a, if the ground contains sulfates and other salts that may affect the concrete, it, terrace, garden, car-port, study, ss.hh, hall, kitchen, dining room, room, foundation staircase, entry, beam goes , second section, first section, structural detail of staircase, empty staircase, empty patio, lightened second level, lightened roof, v – s’, v – s, c – c, d – d, v – a, beams, a – a, b – b, light lightened, detail in cantilever, typical detail beams, vs’, empty roof tile, empty car port, skylight, cut bb, cut aa, cistern – plant, national university jorge basadre de grohmann, theme :, design workshop iii, course :, machined gomez, student :, teacher :, date :, code :, lamina :, a rq.yuri orihuela, single-family home

Raw text data extracted from CAD file:

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SOLADO, F'c=80Kg/Cm2 Piso Terminado e=4" Material Gran. Comp. .50 CIMIENTO ESC: 1/20 SECCION 2-2 .50 SOBRECIMIENTO CIMIENTO ESC: 1/20 NPT.+0.05 0.10 0.70 0.20 0.10 0.10 0.80 0.40 SECCION 3-3 0.10 0.70 0.20 0.10 MURO DE LADRILLO KK. 0.15 0.10 0.10 0.20 0.70 0.10 0.40 0.80 NPT.+0.05 ESC: 1/20 Material Gran. Comp. CIMIENTO Piso Terminado e=4" SECCION 1-1 SOBRECIMIENTO SOLADO, F'c=80Kg/Cm2 .50 Material Gran. Comp. Piso Terminado e=4" SOLADO, F'c=80Kg/Cm2 Fy : 4,200 Kg/cm2 p : 1.00 Kg/cm2 (Verificar en Obra) PLACA : 5.0 cm. VIGAS : 3.0 cm. COLUMNAS : 3.0 cm. ZAPATAS : 7.0 cm. RECUBRIMIENTOS = SOLADO ; Mezcla : CEMENTO : 1 : 12 CONCRETO CICLÓPEO CONCRETO ARMADO ALIGERADO : 2.0 cm. ZAPATAS : 7.5 cm. PROFUNDIDAD DE CIMIENTO : -0.85 m.t. NOTAS: CAPA DE ASFALTO LÍQUIDO RC-250. POR MATERIAL PRÉSTAMO. SOBRECIMIENTOS : CEMENTO : HORMIGON 1:8 + 25% de P.M. TAMAÑO max:3" ZAPATAS , COLUMNAS , VIGAS , ESCALERA , LOSA ALIGERADA : Fc : 210 Kg/cm2 ESPECIFICACIONES TECNICAS CIMIENTOS : CEMENTO : HORMIGON 1:10 + 30% de P.G. TAMAÑO max:6" MORTERO TIPO M CON ESPESOR DE JUNTAS HORIZONTALES Y VERTICALES = 1.5 CMS. NO SE CIMENTARÁ EN RELLENO, LA CIMENTACIÓN SE EFECTUARÁ A PARTIR DEL TERRENO NATURAL Y EN LA PROFUNDIDAD DONDE LA CAPACIDAD PORTANTE DE 0.80 KG./CM2. O MAYOR. UTILIZARÁ CEMENTO I PORTLAND O CEMENTO TIPO V Y SE RECOMIENDA LA CIMENTACIÓN CON UNA SI EL TERRENO CONTIENE SULFATOS Y OTRAS SALES QUE PUEDAN AFECTAR EL CONCRETO, SE REMOVER H=0.10 (MÍNIMO) DEL TERRENO NATURAL UBICADO DEBAJO DE PISOS Y REEMPLAZARLO 6 5 4 3 2 1 5 5 5 5 5 5 A 5 5 B C 5 6 5' 5 4 3 2 1 5 5 5 5 5 5 5 A B C 5 5 5 TERRAZA N.P.T. +0.30 JARDÍN N.P.T. +0.00 N.P.T. +0.00 CAR-PORT N.P.T. +0.30 ESTUDIO SS.HH N.P.T. +0.00 HALL N.P.T. +0.30 N.P.T. +0.15 COCINA COMEDOR N.P.T. +0.15 N.P.T. +0.45 SALA TERRAZA N.P.T. +0.45 N.P.T. +0.45 TERRAZA JARDÍN N.P.T. +0.00 CIMENTACIÓN ESCALERA 5 5 INGRESO N.P.T. +0.30 C-3 C-3 C-3 C-3 3/8 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 3/8 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 3/8 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 1/4 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 3/8 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 05 0.16 0.16 0.16 0.16 0.16 0.16 07 06 NPT.+1.175 As. ø 1/2" @ 0.20 As. ø 1/2" @ 0.20 As. ø 1/2" @ 0.20 As. ø 1/2" @ 0.20 0.70 0.25 12 NPT.+2.40 09 11 10 08 VIGA V-A 0.15 0.15 As. ø 1/2" @ 0.20 ESC: 1/25 As. ø 1/2" @ 0.20 SEGUNDO TRAMO 0.25 E=0.15 0.70 0.25 As. ø 1/2" @ 0.20 As. ø 1/2" @ 0.20 0.70 05 02 03 04 E=0.15 As. ø 1/2" @ 0.20 0.16 0.16 0.16 0.16 01 ESC: 1/25 PRIMER TRAMO As. ø 1/2" @ 0.20 0.10 0.50 0.25 NPT.+0.30 NPT.+0.30 0.70 0.80 0.25 DETALLE ESTRUCTURAL DE ESCALERA ESC: 1/25 NPT.+1.175 As. ø 1/2" @ 0.20 1 d 1/2" 1 d 1/2" 1 d 1/2" VP-101 5 5 5 C B A 5 5 5 5 5 5 1 2 3 4 5 6 5 5 5 5 5 5 5 1 2 3 4 5 5' 6 5 C B 5 5 A VP-101 VP-101 VP-101 VP-101 VP-101 VP-101 VP-101 5 5 5 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 5 5 VP-101 VACÍO ESCALERA VACÍO PATIO 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 5 1 d 1/2" 5 5 1 d 1/2" 5 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 VACÍO PATIO VACÍO PATIO VP-101 5 5 1 d 1/2" 5 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" 5 5 5 VP-101 VP-101 VP-101 VP-101 VP-101 VP-101 VP-101 A 5 5 B C 5 5 4 3 2 1 5 5 5 5 5 5 4 3 2 1 5 5 5 5 5 A B C 5 5 VP-101 1 d 1/2" 1 d 1/2" 1 d 1/2" C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-1 VP-101 C B 5 3 4 5 2 3 4 C B 5 A VP-101 VP-101 VP-101 1 d 1/2" 5 1 d 1/2" VP-101 VACÍO ESCALERA 1 d 1/2" 5 5 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" VP-101 VP-101 5 1 d 1/2" 5 1 d 1/2" ALIGERADO SEGUNDO NIVEL ESC. 1/50 ESC. 1/50 ALIGERADO AZOTEA 5 5 5 V - S' 5 1 F° 1/2" 1 F° 1/2" 5 5 2 F° 1/2" 2 F° 1/2" 5 V - S C - C D - D 5 2 F° 1/2" V - A 5 2 F° 1/2" 2 F° 1/2" VIGAS ESC. 1/10 5 3/8 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 c/e 2 F° 5/8" 5 VP - 101 A - A 2 F° 5/8" B - B 5 5 5 AS TEMPERATURA 0 1/4" @ .25 ALIGERADO TIPICO 1:10 5 5 5 5 5 4 F° 5/8"+2 Fº 1/2" 3/8 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 c/e 1-1 5 1 1 1 1 5 1/4 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 c/e 4 F° 1/2" 2 2 2-2 5 VP - 101 VA 2 2 ESC. 1/25 ESC. 1/25 4 F° 1/2" ESC. 1/25 1/4 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 c/e 5 1 1 2 2 DETALLE EN VOLADIZO 1:25 DETALLE TIPICO VIGAS VA VS B B VS 5 VS' VS' VA VA VS VS VS VS' VA VA VA VA VA VACÍO TECHO TEJA VACÍO PATIO VACÍO CAR PORT 3/8 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 c/e 1/4 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 c/e 1/4 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 c/e VA VA 5 5 5 5 5 5 TRAGALUZ TRAGALUZ VS VS VA VA VA VA VA VA VA VS VS VA 5 VS VS VS VS VS' VS' VA VA VA VA VA VA VA VA VA VA VA VA VA VA VS' 0.60 5 B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B A A B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B VA B B B B VA B B B B B B B B VA B B B B B B VA VA VA VS VS VS VS VS VS V=2.20 X 1.70 X 1.25 = 4.675 m³ 0.15 1.62 0.10 0.08 0.40 0.15 0.15 0.15 1.55 0.15 1.00 0.50 0.50 5 1.00 0.50 0.30 0.15 1.60 0.10 0.50 0.15 ø 1/2" @ 0.20 ø 3/8" @ 0.20 ø 3/8" @ 0.15 EN MALLA ø 3/8" @ 0.20 ø 1/2" @ 0.20 ø 3/8" @ 0.20 ø 1/2" @ 0.20 ø 1/2" @ 0.20 ø 3/8" @ 0.20 ESC. 1/120 CORTE B-B CORTE A-A ESC. 1/120 ESC. 1/20 B B B B A A A A A A 0.55 0.73 0.55 0.73 ø 1/2" @ 0.20 ø 1/2" @ 0.20 2.50 0.05 ø 3/8" @ 0.20 ø 3/8" @ 0.20 ø 3/8" @ 0.20 ø 1/2" @ 0.20 ø 1/2" @ 0.20 ø 1/2" @ 0.20 ø 1/2" @ 0.20 <> 0.15 1.55 0.15 2.00 0.15 0.55 0.60 0.55 0.15 0.275 0.275 0.275 0.275 0.55 0.55 CISTERNA - PLANTA 2.00 0.15 1.10 0.05 0.05 0.50 0.10 2.00 0.15 1.70 0.15 5 0.15 2.20 0.15 0.15 1.60 0.05 0.05 0.50 0.05 0.10 VC-101 VC-101 VC-101 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 1 1 1 1 3 3 1 1 1 1 1 1 3 3 3 3 VC-101 VC-101 VC-101 5 5 UNIVERSIDAD NACIONAL JORGE BASADRE DE GROHMANN Tema: TALLER DE DISEÑO III Curso: MACHICADO GOMEZ Alumno: Docente: 01/07/14 Fecha: Código: 2013-38050 Lamina: Arq.YURI ORIHUELA VIVIENDA UNIFAMILIAR 04 UNIVERSIDAD NACIONAL JORGE BASADRE DE GROHMANN Tema: TALLER DE DISEÑO III Curso: MACHICADO GOMEZ Alumno: Docente: 01/07/14 Fecha: Código: 2013-38050 Lamina: Arq.YURI ORIHUELA VIVIENDA UNIFAMILIAR 04

Language	Spanish
Drawing Type	Detail
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park, Deck / Patio
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, detached, DETAIL, details, dwelling unit, DWG, Family, family housing, foundations, haus, house, housing structures, logement, maison, map, residên, residence, roof, slabs, story, structures, unidade de moradia, villa, wohnung, wohnung einheit