Single Family Home DWG Block for AutoCAD

SHOWN IN THIS HOUSING STRUCTURES; TYPES OF STEEL; Slabs lightened BASE FOR CONSTRUCTION

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

npt:, kitchen, living room, dining room, garage, details of footing, rmax, abutments, compacted terrain, var, sidewalk, polished and burnished cement floor, flooring, foundation beam, longitudinal cut, foundation beams, columns, beams, reinforced concrete works :, simple concrete works:, technical specifications, and lightened …………………………… ………, cement: concrete, mooring beam and columns ………….., clay brick type iii, solid, the unspecified will be executed according to the , masonry :, mortar, f’b, coatings :, f’m, overloads,, note:, national building regulations, screed ……………., foundation … …………., sobrecimiento ……, false floor ……….., sub foundation …….., iron rods corrugated, box of standard hooks in, and columns, shall finish in, the dimensions specified in, shall be lodged in the concrete with, standard hooks, which, the reinforcing steel used, longitudinally, in beams, the box shown., note:

Raw text data extracted from CAD file:

\A1;1.50 \A1;1.30 \A1;1.50 \A1;1.40 \A1;1.14 \A1;1.39 \A1;1.20 \A1;1.30 \A1;1.37 \A1;1.30 \A1;1.20 \A1;1.50 \A1;1.30 \A1;1.50 \A1;1.40 \A1;1.14 \A1;1.39 \A1;1.50 \A1;1.30 \A1;1.39 \A1;1.50 \A1;1.30 \A1;1.32 \A1;.97 \A1;5.02 \A1;3.86 \A1;3.75 \A1;3.26 \A1;.96 \A1;3.25 \A1;3.75 \A1;3.85 \A1;.74 \A1;4.65 \A1;L \A1;L \A1;.30 \A1;.20 \A1;.30 \A1;.60 \A1;.50 \A1;.70 \A1;.20 \A1;.10 \A1;1.50 \A1;.15 \A1;.20 \A1;.50 \A1;.10 \A1;.10 \A1;1.50 \A1;.30 \A1;VAR \A1;.30 \A1;.10 \A1;VAR \A1;.60 \A1;.50 \A1;.10 \A1;.20 \A1;.15 \A1;.30 \A1;.20 \A1;.15 \A1;.20 \A1;.35 \A1;.10 \A1;.30 \A1;.20 1 2 3 4 5 6 7 8 9 12 13 14 15 16 17 18 19 31 32 17 18 19 30 29 23 24 25 26 27 28 22 21 Dormitorio 2 Dormitorio 1 NPT: + 3.60 NPT: + 3.60 SH NPT: + 3.60 Cocineta NPT: + 3.60 Sala NPT: + 3.60 Comedor NPT: + 3.60 GARAJE NPT: - 0.20 NPT: +/-0.00 11 10 20 20 A A A A A A A A \LPRIMER NIVEL \LSEGUNDO NIVEL \LCORTE A-A \LCORTE B-B GARAJE NPT: - 0.20 NPT: +/-0.00 \LPRIMER NIVEL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Z-1 Z-1 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 A B B C D C D 2 1 2 1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 5 5 5 5 5 A 5 5 5 5 5 DETALLES DE ZAPATA C-1 C-1 Ø5/8" @0.20 Ø5/8" @0.20 Ø5/8" @0.20 Ø5/8" @0.20 2.0 cm 1.5 cm Rmax 3/8" 15 cm 1/4" 10 cm L Ø ESTRIBOS L L TERRENO COMPACTADO 5 5 1 5 VAR 5 Z-1 5 1 2Ø1/2" 2Ø1/2" Ø3/8", 1@.05, 7@.10, R@.20 VEREDA N.T.N.=±0.00 NPT=+0.15 C-1 NPT=+0.15 N.T.N.=±0.00 1 VAR 1 2Ø1/2" Ø3/8", 1@.05, 7@.10, R@.20 1Ø1/2" 5 5 5 5 5 Z-2 PISO DE CEMENTO PULIDO Y BRUÑADO NPT=+0.15 VEREDA C-1 NPT=+0.15 ESCALA 1/20 5 5 5 5 5 5 5 5 5 VC 2ø1/2" 2ø1/2" N.P.T.=+0.15 5 5 <> <> 5 Solado 2ø1/2" 2Ø1/2" 2Ø1/2" Solado Solado VC-01 VC-01 VC-01 VC-01 5 2ø1/2" N.P.T.=+0.15 5 5 <> <> 5 Solado 2ø1/2" 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 5 VC - 2 SECCION 2-2 VC - 1 SECCION 1-1 VIGA DE CIMENTACION SECCION 1-1 CORTE LONGITUDINAL VC-01 VC-02 VC-02 VC-02 VC-02 VC-02 VC-02 VIGAS DE CIMENTACION, COLUMNAS, VIGAS CEMENTO:HORMIGON + 30% P.G. CEMENTO:HORMIGON + 25% P.M. OBRAS DE CONCRETO ARMADO: OBRAS DE CONCRETO SIMPLE : ESPECIFICACIONES TECNICAS Y ALIGERADOS .......................................... CEMENTO:HORMIGON CEMENTO:HORMIGON VIGA DE AMARRE Y COLUMNETAS.............. ACERO CORRUGADO GRADO 60.................. LADRILLO DE ARCILLA TIPO III, MACIZO COLUMNAS Y VIGAS.....................................4.0 cm. LOSA ALIGERADA Y ESCALERA...................2.5 cm. ZAPATAS.....................................................7.5 cm. VIGAS DE AMARRE.......................................2.5 cm. LO NO ESPECIFICADO SE EJECUTARA DE ACUERDO AL ALBAÑILERIA: MORTERO f'b RECUBRIMIENTOS: JUNTAS H. Y V. = 2.5 cm. f'm SOBRECARGAS: NOTA : REGLAMENTO NACIONAL DE CONSTRUCCIONES AULAS DE 1ºER Y 2ºDO NIVEL............250 kg/m2 ESCALERA Y PASADIZO.......................400 kg/m2 SOLADO................ f'c=100 kg/cm2 f'c=100 kg/cm2 f'c=140 kg/cm2 f'c=140 kg/cm2 CIMIENTO................ SOBRECIMIENTO...... FALSO PISO........... = 1:5 CEMENTO:ARENA fc = 210 kg/cm2 fy = 4200 kg/cm2 = 13x9x24 cm. = 35 kg/cm2 = 70 kg/cm2 fc = 210 kg/cm2 SUB CIMIENTO........ f'c=100 kg/cm2 CEMENTO:HORMIGON + 30% P.M. VIGA DE CIMENTACION.................................5.0 cm. TECHO.....................................................50 kg/m2 3/4" 45 VARILLAS DE FIERRO CORRUGADAS CUADRO DE GANCHOS STANDARD EN Y COLUMNAS, DEBERAN TERMINAR EN LAS DIMENSIONES ESPECIFICADAS EN SE ALOJARAN EN EL CONCRETO CON GANCHOS STANDARD, LOS CUALES EL ACERO DE REFUERZO UTILIZADO EN FORMA LONGITUDINAL, EN VIGAS EL CUADRO MOSTRADO. 5/8" 35 1/2" 25 3/8" 20 1/4" 15 NOTA: G(cm) ø \A1;\Fsimplex.shx;G

Language	Spanish
Drawing Type	Block
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garage
Tags	apartamento, apartment, appartement, aufenthalt, autocad, base, block, casa, chalet, construction, dwelling unit, DWG, Family, haus, home, house, Housing, lightened, logement, maison, residên, residence, shown, single, slabs, steel, structures, types, unidade de moradia, villa, wohnung, wohnung einheit

Shane_CAD

View All Downloads