Houses Seismoresistant DWG Block for AutoCAD

Houses Seismoresistant DWG Block for AutoCAD

Detached house with cloths of structures and foundations – Footings

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

variable, on reinforced foundation, variable, on reinforced foundation, until finding land, variable, until finding land, on reinforced foundation, see plant, hall, ladder is born, lightened, esc., lightened plant, esc., lightened plant, esc., kind, spacing at each end, rest, rest, stirrup frame, temperature steel, joist, lightened light, esc., plant crossing of beams, esc., additional, if there is no column, foundation, esc., foundation, esc., until finding land, variable, until finding land, npt., natural level of terrain, npt., on reinforced foundation, 1st column, variable, on reinforced foundation, npt., 1st column, detail of foundation foundation, esc., on reinforced foundation, esc., kind, column detail, esc., kind, esc., kind, esc., section, esc., section, esc., section, esc., delivery to the roof, variable, n.t.n., natural terrain, reinforced, foundation, detail mc, esc., cut, n.p.t., column table, kind, kind, same, see detail, same, to trace the architectural plan, all columns will be emptied between jagged walls, rest type at each end, note, in the encounters of the columns with the concentrates stirrups, note, spacing, at each end, wire reinforcement for pvc, brick wall, place wire each yarn, wind up wire, tube, column, esc., joists, joists, joists, joists, joists, joists, joists, joists, joists, joists, joists, joists, joists, joists, joists, joists, joists, joists, vig. vs, esc., kind, vig., esc., kind, vig. goes, esc., kind, vig. vb, esc., kind, vig., esc., kind, detail of beams, esc., structural plan, Mr., property, draft, flat, Location, scale, March, date, drawing, single family Home, sheet, reviewed, foundations, Mr., property, draft, flat, Location, scale, March, date, drawing, single family Home, sheet, reviewed, n.p.t., see plant, typical shoe detail, esc., joists, joists

Raw text data extracted from CAD file:

\A1;0.90 \A1;0.80 \A1;0.90 \A1;0.80 \A1;0.60 \A1;0.80 \A1;0.90 \A1;0.60 0.25 0.20 0.25 0.20 0.30 0.15 0.25 0.20 0.15 0.20 \A1;0.90 \A1;0.80 \A1;0.90 \A1;0.80 0.20 0.15 VARIABLE 0.50 0.10 0.70 0.45 0.30 0.10 0.30 SOBRE CIMIENTO ARMADO 0.15 0.50 variable 0.30 0.10 0.50 0.30 SOBRE CIMIENTO ARMADO 0.30 0.05 \A1;0.60 \A1;0.80 \A1;0.90 \A1;0.60 0.40 0.15 HASTA ENCONTRAR TIERRA FIRME 0.50 variable HASTA ENCONTRAR TIERRA FIRME 0.40 0.10 0.30 0.05 SOBRE CIMIENTO ARMADO 0.15 0.45 0.15 0.60 X Y 0.15 0.45 0.45 0.15 0.10 0.60 0.65 0.15 0.15 0.15 \A1;3.25 \A1;3.60 \A1;3.60 \A1;3.25 \A1;3.60 \A1;3.60 \A1;3.75 \A1;3.75 \A1;3.60 \A1;3.60 \A1;4.40 \A1;1.00 \A1;1.00 \A1;1.20 \A1;1.00 \A1;1.00 \A1;1.00 0.10 0.80 0.45 0.25 VER PLANTA \A1;1.00 \A1;1.00 0.15 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.80 \A1;1.00 0.05 0.15 0.20 0.30 0.10 0.30 0.10 0.30 \A1;1.00 \A1;1.00 \A1;1.20 \A1;1.00 \A1;1.20 \A1;0.90 \A1;1.00 \A1;0.80 0.90 0.50 0.15 0.15 \A1;3.25 \A1;3.15 \A1;3.17 \A1;4.03 \A1;4.03 \A1;3.18 \A1;3.80 \A1;3.25 \A1;3.98 \A1;4.40 \A1;4.00 \A1;3.25 \A1;2.85 \A1;3.28 \A1;3.25 \A1;3.15 \A1;3.17 \A1;4.03 \A1;4.03 \A1;3.18 \A1;3.90 \A1;3.25 \A1;3.98 \A1;4.40 \A1;4.00 \A1;3.25 \A1;2.85 \A1;3.15 \A1;3.16 \A1;4.00 \A1;4.02 \A1;4.00 \A1;2.83 \A1;3.18 HALL 1 2 3 4 1 2 3 4 A B C D A B C D 1 2 A A B B C C 1 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Nace escalera Nace escalera 1 2 3 4 1 2 3 4 A B C D A B C D 1 2 A A B B C C 1 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 1 2 3 4 A B C D A B C D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ALIGERADO SEMI-SOTANO ESC. 1/75 ALIGERADO 1° PLANTA ESC. 1/75 ALIGERADO 2° PLANTA ESC. 1/75 Ø 1/4" TIPO 1 TIPO 2 TIPO 3 TIPO Ø ESPACIAMIENTO EN CADA EXTREMO 1@.05, 2@ .10, 2 @ .15, resto @ 0.25 c/ext. Ø 1/4" Ø 1/4" 1@.05, 3@ .10, 3 @ .15, resto @ 0.20 c/ext. 2@.05, 4@ .10, 4 @ .15, resto @ 0.20 c/ext. CUADRO DE ESTRIBOS 0.05 0.15 0.20 Acero de temperatura d1/4"@0.25 m. 0.30 0.10 0.30 0.10 0.30 VIGUETA DET.LOSA ALIGERADA H=0.20 ESC. 1/10 PLANTA - CRUCE DE VIGAS ESC. 1/25 L L L L 0.25 0.35 0.30 d 3/8" 5/8" 1/2" Adicionales si no hay Columna CIMENTACION SEMI-SOTANO ESC. 1/75 CIMENTACION ESC. 1/75 0.40 5 CC-2 HASTA ENCONTRAR TIERRA FIRME 0.50 variable HASTA ENCONTRAR TIERRA FIRME 0.40 CC-1 0.10 5 5 NPT. NIVEL NATURAL DEL TERRENO NPT. SOBRE CIMIENTO ARMADO øs DE COLUMNA 5 0.50 variable 5 0.10 0.50 CC-3 5 SOBRE CIMIENTO ARMADO 5 5 NPT. NPT. øs DE COLUMNA DETALLE DE DE CIMIENTOS CORRIDOS ESC. 1/20 C2 C1 C1 C1 C1 C1 C1 C3 CE CE C2 C1 C1 C1 C1 C1 C3 CE CE C1 C1 C2 C2 C2 CE CE C3 5 5 M-C M-C M-C M-C CC-1 M-C M-C M-C M-C M-C M-C M-C M-C M-C M-C M-C M-C CC-1 CC-1 CC-2 CC-2 CC-3 CC-3 CC-2 CC-2 CC-2 CC-1 CC-1 CC-1 CC-2 CC-2 SOBRE CIMIENTO ARMADO ESC. 1/20 C-1 5 5 6ø1/2" TIPO 1 DETALLE DE COLUMNAS ESC. 1/20 ESC. 1/20 C-3 5 5 8ø1/2" TIPO 2 CE (existente) ESC. 1/20 X Y 3ø1/2" TIPO 2 C-2 ESC. 1/20 5 5 5 5 3ø3/8" 2ø1/2" 0.90 5 d3/8"@0.25m. 1 2 3 4 5 6 contrapaso=0.175 d3/8"@0.25m. d3/8"@0.25m. 5 0.60 5 5 d3/8"@0.25m. 5 8 5 5 d3/8"@0.25m. d3/8"@0.25m. d3/8"@0.25m. d3/8"@0.25m. 5 d3/8"@0.25m. d3/8"@0.25m. d3/8"@0.25m. 10 11 12 13 14 15 5 5 d3/8"@0.25m. d3/8"@0.25m. d3/8"@0.25m. d3/8"@0.25m. d3/8"@0.25m. 1º TRAMO ESC. 1/25 S/C= 250 Kg/m2. 2º TRAMO ESC. 1/25 S/C= 250 Kg/m2. 3º TRAMO ESC. 1/25 S/C= 250 Kg/m2. 7 5 contrapaso=0.175 contrapaso=0.175 9 entrega al techo d3/8"@0.25m. VARIABLE N.T.N. - 0.15 m 5 5 5 Terreno Natural d3/8"@ 0.20 5 5 d1/2"@ 0.20 REFORZADO \A1;SOBRE- CIMIENTO d3/8"@ 0.20 <> 0.30 DETALLE MC - 1 ESC. 1/25 CORTE N.P.T. CUADRO DE COLUMNAS TIPO TIPO b x t Ø 1º b x t Ø 2º TIPO 1 TIPO 1 TIPO 2 15 x 60 IGUAL C-2 C-1 C-3 ver detalle 6 ø 1/2" 5 ø 1/2"+ 3 ø 3/8" 8 ø 1/2" IGUAL PARA EL TRAZO VER PLANTA DE ARQUITECTURA TODAS LAS COLUMNAS SE VACIARAN ENTRE MUROS DENTADOS TIPO 2 Ø 1/4: 1 @ 0.05, 5 @ 0.10, 4 @ 0.15, RESTO @ 0.20 DE CADA EXTREMO TIPO 1 Ø 1/4: 1 @ 0.05, 4 @ 0.10, 3 @ 0.15, RESTO @ 0.25 DE CADA EXTREMO NOTA 1 : NOTA 2: NOTA 3: EN LOS ENCUENTROS DE LAS COLUMNAS CON LOS SOBRECIMIENTOS, CONCENTRAR ESTRIBOS @ 0.10 m NOTA 4: ESPACIAMIENTO EN CADA EXTREMO 15 x 45 REFUERZO DE ALAMBRE PARA PVC d4" Muro de ladrillo Colocar alambre #8 cada 2 hiladas Enrollar Alambre N°16 Tubo d4" Columna ESC. 1/25 1 7 Viguetas 2 9 Viguetas 5 5 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" VS VS VS VS VS VS VS VS-1 1 7 Viguetas 2 9 Viguetas 5 5 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" VS VS VS VS-1 VS VS VS-1 VS-1 VS-1 VS-1 VS-1 VS-1 VS VS VS-1 VS-1 VS-1 VA VA VA VA VA VA VS-2 VS-2 VB VB VB VB VB VS-1 VS-1 VS VB VS-1 VS VA VA VS 2 9 Viguetas 5 1d3/8" 2 9 Viguetas 2 9 Viguetas 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 2 9 Viguetas 1d3/8" 5 1d3/8" 5 5 5 2 9 Viguetas 2 9 Viguetas 1 7 Viguetas 2 9 Viguetas 5 5 1d3/8" 1d3/8" 5 5 1d3/8" 1d3/8" 2 9 Viguetas 5 1d3/8" 2 9 Viguetas 2 9 Viguetas 5 1d3/8" 5 1d3/8" 5 5 1d3/8" 5 2 9 Viguetas 1d3/8" 5 1d3/8" 5 5 5 2 9 Viguetas 2 9 Viguetas VS VS VS VS VS VS-1 VS-1 VS-1 VS-1 VS-1 VS-1 VS VS VS-1 VS-1 VS-1 VA VA VA VA VA VA VS-2 VS-2 VB VB VB VB VB VS-1 VS-1 VS VB VS-1 VB VB VS VA VA VS VS-1 4d1/2" VIG. VS ESC. 1/25 TIPO - 1 VIG. VS-2 ESC. 1/25 TIPO - 2 4d1/2" 2d3/8" 2d1/2" VIG. VA ESC. 1/25 TIPO - 3 VIG. VB ESC. 1/25 TIPO - 1 4d1/2" 3d1/2" VIG. VS-1 ESC. 1/25 TIPO - 2 3d5/8" 4d5/8" 5 5 5 5 5 5 5 5 5 5 DETALLE DE VIGAS ESC. 1/20 PLANO ESTRUCTURAL 1/75 Sr. PROPIEDAD : PROYECTO : PLANO : UBICACION : ESCALA : MARZO 2013 FECHA : DIBUJO : VIVIENDA UNIFAMILIAR A-2 LAMINA : REVISADO : CIMENTACIONES 1/75 Sr. PROPIEDAD : PROYECTO : PLANO : UBICACION : ESCALA : MARZO 2013 FECHA : DIBUJO : VIVIENDA UNIFAMILIAR A-2 LAMINA : REVISADO : C1 C2 f ' c = 100 Kg/cm2 N.P.T. (VER ARQUITEC.) 5 0.80 0.45 5 VER PLANTA DETALLE TIPICO DE ZAPATAS ESC. 1/25 VS VS VA 1 7 Viguetas 5 5 1d3/8" 1d3/8" 1 7 Viguetas

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	adobe, autocad, bausystem, block, construction system, covintec, detached, DWG, earth lightened, earthquake resistant structure, erde beleuchtet, footings, foundations, house, HOUSES, losacero, plywood, seismoresistant, shoes, sperrholz, stahlrahmen, steel framing, structures, système de construction, terre s