Structure Detached House DWG Block for AutoCAD

Structure Detached House DWG Block for AutoCAD

Plane of reinforced concrete single-family housing for seismic zone 2; foundations and floor slabs, technical specifications of columns and beams.

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

bylayer, byblock, global, bylayer, byblock, global, global, bylayer, byblock, global, global, bylayer, byblock, global, bylayer, byblock, global, EC., I saw, EC., I saw, steep staircase, reinforced concrete, foundation plant, scale, cover level, scale, low level, cover level, scale, top floor, EC., go ahead, EC., armor, h.t., base, armor, characteristics, observ., kind, cant, draft, draft, draft, eccentric, centered, h.t., h.t., base detail, low level Foundation, cleaning, base, cleaning, excavation projection, easel base armor cm., minimum mts., foundation level, base armor see spreadsheet, minimum mts., foundation beam, natural terrain, finished floor, sub floor of cm., level ground natural, base detail, element, central section, column res., beams res., beams fund., series, kind, observ., light, tights, armor, characteristics, ceramics, solid, flat slab, draft, draft, armor, slab detail, sima mesh, ladrillon scac, sima mesh, folder of, compression ho., slab detail, armor repart. cm., armor princ. cm, esp. cm, slab detail, column view resist., beam, arm, slab tank, arm, arm, masonry view, brickwork cer. cm, column view resist., arm, stirrup cm., knots, stirrup cm., stretches, foundation beam nº, draft, foundation beam nº, draft, resistant beam, stirrup cm., draft, stirrup cm., knots sections, resistant beam, stirrup cm., draft, stirrup cm., stirrup cm., knots, stirrup cm., stretches, resistant beam nº, draft, stirrup cm., knots, stirrup cm., stretches, resistant beam nº, draft, stirrup cm., knots, stirrup cm., stretches, resistant beam nº, draft, stirrup cm., knots, stirrup cm., stretches, resistant beam nº, draft, stirrup cm., column, draft, knots sections, stirrup cm., stirrup cm., column, draft, knots sections, stirrup cm., stirrup cm., column, draft, knots sections, stirrup cm., floor, prop., Foundation, steel dna, concrete, note: the upper resistant beams slabs will be concreted, together. demanding the faithful fulfillment to the contractor of the work, the concrete of beams will not be allowed separately, work:, family house

Raw text data extracted from CAD file:

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Vei C.e. C.e. C.e. C.e. C.e. Vei Vei Vei Vei Vei Vei Vei Vei L1 L1 L1 V.2.(0.30X0.18) V.1.(0.25X0.18) V.1.(0.25X0.18) V.1.(0.25X0.18) V.2.(0.30X0.18) V.2.(0.30X0.18) V.2.(0.30X0.18) V.3.(0.20X0.30) V.4.(0.20X0.40) V.4.(0.20X0.40) V.4.(0.20X0.40) V.4.(0.20X0.40) V.4.(0.20X0.40) V.4.(0.20X0.40) LM LM ESCALERA MACISA DE HORMIGÓN ARMADO V.1.(0.25X0.18) V.1.(0.25X0.18) V.1.(0.25X0.18) V.1.(0.25X0.18) V.6.(0.20X0.30) V.5.(0.20X0.35) V.5.(0.20X0.35) V.5.(0.20X0.35) V.5.(0.20X0.35) LM L1 L1 V.1.(0.25X0.18) 5 5 5 5 5 5 5 5 5 5 5 PLANTA DE FUNDACIÓN escala 1:100 NIVEL CUBIERTA escala 1:100 PLANTA BAJA NIVEL CUBIERTA escala 1:100 PLANTA ALTA C.e. Ve.sup Ve.sup Ve.sup C.e. C.e. C.e. 1 d 10 c/10cm. ARMADURA Y 0.50 B1 0.20 lx ly H.T. BASE d 1.00 1.00 1 d 10 c/10cm. ARMADURA X CARACTERISTICAS OBSERV. TIPO CANT. 4 PROYECTO 1 d 10 c/10cm. 0.50 B2 0.20 0.90 1.10 1 d 10 c/10cm. 2 PROYECTO 1 d 10 c/10cm. 0.55 B3 0.20 1 d 10 c/10cm. PROYECTO 1.00 1.20 EXCENTRICA 2 P L A N I L L A D E B A S E S CENTRADA CENTRADA lx d lx H.T. ay ax ax ly ay d H.T. ly DETALLE DE BASES Nivel Bajo V. Fundación H° de Limpieza 5cm. de Base H° de Limpieza 5cm. Proyección de Excavación Caballete p/levantar Armadura de base 7 cm. Minimo -0.50 mts. Nivel Fundación Armadura de Base ( ver planilla ) Minimo -1.20 mts. Viga Fundación Terreno Natural Piso Terminado 2cm. Contrapiso de H° 8 cm. Nivel Terreno Natural DETALLE DE BASES 1d6 c/10cm. 1d6 c/14cm. ELEMENTO L/5 o H/5 (70 cm.) TRAMO CENTRAL COLUMNA RES. VIGAS RES. 1d6 c/12cm. 1d6 c/15cm. VIGAS FUND. 1d6 c/12cm. 1d6 c/15cm. E S T R I B O S P R O Y E C T O SERIE TIPO hl hc ht L OBSERV. LUZ MALLAS 1d4,2 15 x 15 ARMADURA V I G U E T A S CARACTERISTICAS -- CERAMICA 13.0 5.0 18.0 L1 LM -- -- 18.0 MACIZA LOSA PLANA PROYECTO -- PROYECTO 4.00 A1 P L A N I L L A D E L O S A S 2x3 ø 2.4 + 1x2 ø 2.4 -- X= 1d10 C/10 cm Y= 1d10 C/15 cm ARMADURA Y-Y ARMADURA X-X DETALLE DE LOSA MASISA MALLA SIMA d 4,2 LADRILLON SCAC 12.00 MALLA SIMA d 4,2 50 cm CARPETA DE COMPRESION Ho. hc 15x15 5cm ht DETALLE DE LOSA armadura repart. 1ø8 c/ 20 cm. armadura princ. 1ø10 c/12 cm ce (10x15) ce (10x15) esp. 12 cm DETALLE DE LOSA P/TANQUE vista de columna resist. viga (0.20x0.20) arm. 4ø10 losa macisa p/ tanque arm. 4ø8 arm. 4ø8 ve (10x15) ve (10x15) arm. 4ø8 arm. 4ø8 vista mamposteria ladrillon cer. esp 8 cm vista de columna resist. arm. 4ø12 arm. 4ø12 20 2d12 3d12 Estribo 1d6 c/12 cm. (NUDOS) NUDOS 20 2d12 2d12 Estribo 1d6 c/15 cm. (TRAMOS) TRAMOS 30 30 Viga Fundación Nº 1 PROYECTO Viga Fundación Nº 1 PROYECTO Viga Resistente N°1 Estribo 1d6 c/12 cm. (NUDOS) PROYECTO Estribo 1d6 c/15 cm. (TRAMOS) 2d12+1d10 18 25 NUDOS y TRAMOS Viga Resistente N°2 Estribo 1d6 c/12 cm. (NUDOS) PROYECTO Estribo 1d6 c/15 cm. (TRAMOS) 3d12 3d12 18 30 2d12+1d10 20 2d12 2d12+1d10 Estribo 1d6 c/12 cm. (NUDOS) NUDOS 20 2d12 2d12 Estribo 1d6 c/15 cm. (TRAMOS) TRAMOS 30 30 Viga Resistente Nº 3 Viga Resistente Nº 3 PROYECTO PROYECTO 20 2d12 3d12 Estribo 1d6 c/12 cm. (NUDOS) NUDOS 20 2d12 2d12 Estribo 1d6 c/15 cm. (TRAMOS) TRAMOS 40 40 Viga Resistente Nº 4 Viga Resistente Nº 4 PROYECTO PROYECTO 2d12 2d12 20 3d12 3d12 Estribo 1d6 c/12 cm. (NUDOS) NUDOS 20 3d12 2d12 Estribo 1d6 c/15 cm. (TRAMOS) TRAMOS 35 35 Viga Resistente Nº 4 Viga Resistente Nº 4 PROYECTO PROYECTO 20 2d12 2d12+1d10 Estribo 1d6 c/12 cm. (NUDOS) NUDOS 20 2d12 2d12 Estribo 1d6 c/15 cm. (TRAMOS) TRAMOS 30 30 Viga Resistente Nº 6 Viga Resistente Nº 6 PROYECTO PROYECTO C.1(0.20x0.20) C.1(0.20x0.20) C.2(0.20x0.20) C.1(0.20x0.20) C.2(0.20x0.20) C.1(0.20x0.20) C.1(0.20x0.20) C.1(0.20x0.20) 20 20 Estribo 1d6 c/10 cm. (NUDOS) COLUMNA N°1 PROYECTO NUDOS Y TRAMOS 2d12 Estribo 1d6 c/14 cm. (TRAMOS) 2d12 20 20 Estribo 1d6 c/10 cm. (NUDOS) COLUMNA N°2 PROYECTO NUDOS Y TRAMOS 2d12 Estribo 1d6 c/14 cm. (TRAMOS) 2d12 20 20 Estribo 1d6 c/10 cm. (NUDOS) COLUMNA N°3 PROYECTO NUDOS Y TRAMOS 2d12 Estribo 1d6 c/14 cm. (TRAMOS) 2d12 2d12 C.2(0.20x0.20) C.2(0.20x0.20) C.3(0.20x0.20) C.3(0.20x0.20) C.3(0.20x0.20) C.3(0.20x0.20) 2d10 suelo = 1,4 Kg/cm - PROP. 1:2:3 FUNDACION -------- ACERO ADN 420 --- HORMIGON H17 ----- = 170 Kg/cm 2 2 b = 4200 Kg/cm a 2 NOTA: Las losas y vigas resistentes superiores seran hormigonados en forma conjunta. exigiendo el fiel cumplimiento al contratista de la obra no se permitira el hormigonado de losas y vigas en forma separada P L A N O D E E S T R U C T U R A OBRA: VIVIENDA FAMILIAR

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, block, concrete, detached, DWG, erdbebensicher strukturen, floor, foundations, house, Housing, plane, reinforced, seismic, seismic structures, single, singlefamily, slabs, structure, strukturen, zone